Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
SHUTTERS
BAY CONTRACTING 689 West 26 Street Hialeah, Florida 33010 PE 43r) St 1 U►44.t Jh p1 33)3e Residential Services Division Office: (305) 883 -0571 fax: 305) 883 -5664 0.5749x 57 ?`f%e0)I Logi 7 51 (1-1' 'c MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA PEAK ROOF HEIGHT (FT.) POSITIVE LAW ZONE P S 5 NEGATIVE L ZONE 0 >0 - 15 547 -73.2 >15-20 58.1 -77.7 1 >20 -25 60.9 -81.5 >25 -30 63.3 - 643 >30-40 67.2 70.5' -90.0 -94,3 • >40 -50 >50 -60 73.2 -98.0 u • RI 03/18/2002 21:00 9545833663 L BUILDINGS <6o FT. FLORIDA WILDING CODE 2001 COMPOWNTS. & CLADDING 14 6 M.P.H. V J. ROIL EyiCN ..lt 1 =100311 2 ZUOZ WINO 02 -280 FLORIDA CJILDING CODE 2001 XROSURE °C° WIND LOADS i(H.V.H.ZJ DESIGN - LOADS FOR COMPONENTS & CLADDING-WALLS & VERT. SURFACES BllILpINGS WITH A PEAK ROOF 'HEIGHT < _ 60 FEET. BASIC WIND SPEED = 146 M.P.H. ALL ROOF SLOPES GENERAL NOTE 1. THESE WIN LOADS ARE FOR USE ON GENERAL RESIDENTIAL S COMM R.IAI CONSTRUCTION AND ARE NOT APPLICABLE TO ESSEN IAL FACILITIES OR PLACES OF ASSEMBLY 2. TA$ULATeD'OESIGN.WIND LOADS ARE BASEO ON CHAPTER 6 OF*A.S.C. . 7 -90 SPECIFICATIONS FOR COr1PONENTS AND CLADOINGI. THE FOLLOWING DESIGN CRITERIA ARE USED: A. PEAK od fiF• HEIGHT LESS THAN OR EQUAL TO 60 FEET. B. EXPOSURE CATEGORY "C" AS NOTED, C. BASIC.:� SPEEDO SECOND GUST) AS NOTED. D. AN (MP R YANCE•FAC TOR OF 1.0 FOR CATEGORY u STRUCGIURES: NO•T. VALID FOR ASSEMBLY OCCUPANCIES OR'E5S.ENTIAL FACILITIES. . E. EFFECTJ:VE WIND AREA AS NOTED. F. ANY ROOF SLOPES. G. ENCLOSE BUILDINGGG a.z0.18.IMPACT' Pk0TECTION OF 0 QPEN1NG.S' REQUIRED. . H. DIREC ALtt.Y FACTOR. Kd a 1.00; I. TOPOG AAHIC FACTOR, Kz•I' x 1,0 FOR FLAT TERRAIN. NOT APPLICABLE :FOR HILLY 'TERRAIN. • POSITIVE FIND NEGATIVE OESIGN LOAOS FOR ALL FLOORS ARE THE MEAN ROOF HEIGHT OF THE BUILDING ° • OR STRUC' URE. ' 4. DESIGN LO}�}��11DS AAE,BASED ON EXPOSURE "C" ANO ARE NQT VALE .P EXPOSURE "Cr. EXPOSURE CATEGORY . SHALL BE %A•s DETERMINED BY THE BUILDING OFFICIAL OR A SITE(SPECIFIC eVALUA:TIQN BY AN ARCHITECT OR ENGINEER... • 'S. LINEAR INTIERPOLATION MAY BE USED FOR ALL VALUES : BETWEEN ,i.ABULATEO ELEVATIONS. 6•. THESE SCHIIOULES•REJRESENT AN ACCURATE CALCULATION •. OF WINO LOAOS IN ACCORDANCE WITH THE GENERAL NOTES. • 1. THIS S SHAD. NOT BE MARTt�LD UP OR MODIFIED. • Q. WHERE TH .SE'SCHEOVLES ARE USED 'FOR PERMIT, TH . CONTRA A AND BUILDING OFFICIAL SHALL VERIFY TH USE IS AD.P£ROPRIATE FOR A SPECIFIC SITE. :9. THIS DRAWING MALL NOT BE USED FOR PERMIT WITHOUT . THE SIGNAITURE..ANO RAISED SEAL OF V.). KNEZEVICM, P.E. 10. H.V.H.Z: r HIGH VELOCITY HURRICANE ZONE. K.N E.ZEVICH & A,S SO.CIA•TES, INC. cOtIiULlINti. CNGIN.f•E*s • PRODUCT TESTIN3 tZGO N. UMVERSRY DR(VE. SUIT 1 Q0 • MN tAUDVIDALI, IL 032? TEL: (9531 392.2800 • •FAX: 0541 352.2989 • FLORIDA.GOA 13305 *E$3ITE: WWW.104E2PV104.COM • EMAIL• KAciANGYEVIOI.CWI COA7MGHT 10 2002 KNE2£VICM & ASSOCIATES. 1N F_A SHUTTER SYS PAGE 01 sheet 1 Of 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Miami Home Shutters, Inc. 1130 West 23 Street Hialeah, Florida 33010 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: "HT - 100 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 03 -802, titled " HT 100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002 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 the 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 word.; Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If my portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided io 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 # 00- 0118.05 & consists of thi.; page 1 & approval document mentioned above The submitted documentation was reviewed by Helmy A. Makar, P.E. 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 03- 0407.07 Expiration Date: 05/22/2008 Approval Date: 05/22/2003 Page 1 k 620'� 1.840" it1 I t1 = .0551 t2 = .076 HEADER -CLG. O MOUNTED SCALE: HALF SIZE fl; /,n /nt 11. n, t 2.420" .0484 '966" .875 "..83 1 I N I �l /4Se 4.076" 4.534" O SC P E : H S IZE 1 : 7 4, 41 � } 1.193" i' iLi 1 In t2 = 076" t3 = 097•• 3.993'• 1 7052" i 4.476" 1 ® ADAPTER SLAT SCALE: HALF SIZE OHEAD ER -WALL MOUNTED SCALE: HALF SIZE 052' 0 0 '1 0 In GENERAL NOTES: 1. THESE APPROVAL DCCUr.ENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE CF ACCEPTANCE INCA) BY MIAMI -CADE COUNTY PRC-DUCT CONTP.OL DIVISION FOR THE FLORIDA BUILDING 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. CETERMINE THE PGSITIvE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A CIRECTICNALITY FACTOR OF Kd .0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC ANO DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G1S -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. B. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED 10 THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DARE COUNTY PRODUCT CONTROL DIVISION. k'HEN THE SITE CONDITION DEv:ATI0NS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS. ONLY OPTION •'B SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMO_LY SHALL BE PERMANENTLY LABELED AS FOLLOWS: MIAMI HOME SHUTTERS INC. HIALEAH. FLORIDA MIAMI -0ADE COUNTY PRODUCT APPROVED .048" .125" 1.1 = .0$.5" t2 =.0 '• ¢" t3 = 12 -,•' O BUILD-OUT WALL HEADER SCALE: HALF SIZE 0 0 0 (Nt 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSUR WITHIN 18' OF CENTER WVERT.). LOCKING MECHANISM SHALL SE LOCKED TO PRCVIC HURRICANE PROTECTION. 11. STOSM SHUTTER EXTRL'S:ONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. O O. 12. ALL SCREWS ANO BOLTS TO BE 2024 -T4 ALUMINUM ALLOY. STAINLESS STEEL, t ti d OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U J.N. POP RIVETS TO BE 3/15 5052 ALUM. ALLOY, U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 1. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHCRS SUCH.. AS POWERS CALK -IN ANCHORS. 15. THIS SHUTTER SYSTEM is PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE, PATENT No. 5,755.270. .107" 3.840" MAX. 2.775" 2.566" 84." 1.840" .875" 90' TYP. 21 2 \-17 jt 3 , 91.522 600'. rtl (TYP. 2) 326 " -a- 1 .840 .620„ O CENTER MATE 1 SCALE: HALF SIZE 2" MIN. -S" MAX. O ANGLE SCALE: HALF SIZE 2.373" 1.15 @ LOCKING CLIP SCALE: HALF SIZE 0 r- o .483" ;tt2 0 CO cn m X500" 0 1n x .472" 1.0. / 612" 0.0. t 1 �~ O 1.1, vl O 0 0 It1= .G55'� t2 = .076 to r O TYP. AT EVERY OTHER INSIDE JOINT AT TOP. e-t3 OROLL ER ASSEMBLY 1 SCALE: HALF SIZE I'1 = .055" I = .076•' t3 = (97• 2.594• 2.755" 0 O SILL -WALL MOUNTED 3 SCALE: HALF SIZE 3 54" 1 p CENTER MATE 2 SCALE: HALF SIZE TOP WALKOVER SILL °FLOOR MOUNTED - STAINLESS STEEL 1.3Q" Si115 375" ASSEMBLY 375 ' 11%11 320"0 HOLE ; I. _ NYI PLACE � T/v WHEE 1 1 � 0 RIVETED IN . 1.100" 1-.251" I I --1 t i 230 1 MAX. ADJ. SILL -TOP SCALE HALF SIZE in 0 c ni t1± ;_ ��+ .360" - 10 i c Q el O l i .211' 1 12 t2 1 1+42 14211" .� 7 I4? ;150" .500" 3.28 ALTERNATIVE - ADJ. SILL -BOT. ADJ. SILL -BOT. SCALE: HALF SIZE 5a) SCALE: HALF St�E 2' i 4 E 5' 115 ° i I �o O I Il� i 1 1 yl I - ..30. ,303 1 MA2X. BOTTOM M A X. CARRIER @BUSHINGS SCALE: FULL SIZE r :�3o•• �D. _ a N ') G[•' NI .060'' ° CENTER MATE 1 SCALE: HALF SIZE , 3.01-5" � Lam_ otc "- 0 0 _ ,., of • 2S0 9 1.351 " 1.591' } - .505'• R CO '-.3,5" R .055"-or '1 (TYP.) :-... 6. N vn .055„ N t? N .641" f { 1 1.250" 1.533" ---- I 11 I , I r -.136" 250' 1 i / - l� I Io I 1-, C4 (1t! LOCKING R00) .955' 5 � 17' A .375" R -. � -; 1.S3.1' .222' i r- © t ; m" 75r11..88 76" 1 1.400" ;'097" 3T3 t = .200" - .435" R ,-.135" R LOCKING ARM ALIGNMENT INSIDE HANDLE ° BUSHING SN r ift - 8 SHIM LM (NYLON) SCALE: 1B' THICK STAINLESS STEEL 14 LOCKING ARM SCALE: HALF SIZE 050 .025' (TYP. i 1.250" 90' END SLAT SCALE: HALF SIZE 1 1.250•' I �� 5 .V -G FLAT END SLAT SCALE: HALF S 3.4 3 7, 7 ,.588", 1.115" 1 1-3 CENTER MATE 2 cN /Lc'cKihc, ROD) SCALE: HALF SIZE 0 PRODUCT REVISED as caapvb g 1:It .!.: Fi?f7Jaa Bi1i, file C7': Accepsl) c No 33- 0 E?. c % Ezpiratiet O� Z'L ry en 0 N 1 d i -' ', 0 n V Mb V C } 1 a 3 W1 p S P-i0 2 c K Ilv�ci W ;o e ; 0 2 2 ©IIN,L) !L. it "' • • N '"' 1 I i • • • C c I;iuj I!-) O '' F- _ 5 ;I i Y I 0 I o W ll ^!' • o O,J 1 i 0. T1l'e 1 61 Z m !¢101 zp S i Il 1 Yu. - I VJ. KNEZEVICH I PROFESSIO.' R61NEiR [ Lit:ense •' 1090 0 I J::;-1 sc• i cra.n oy 1 at of NO7_D!L T+,Ct7 l Ces -9' by lit a Y i _ V.f ere.inq ne. 1 03 -802 I i 1 T ' i ` 1 � f } 1 MOM= I IWO 1 - -- --,-, 1 ., IMMUllan i 1 T -.r � } 1 MI ., IMMUllan - I Cr 0 N 0 0 i -•I 0 0 u 1- 0 O u c 0 0 0 a C v 0 1 • VARIES - NO LIMIT L ALT. LOCATION OF LOCKING MECHANISM AT SIDE L V J1 /BOTTOM TRACK (TYP.) 02/20/03 13:01 SECTION TYPICAL ELEVATION N.T.S. FASTENER (a1 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SINGLE ARM LOCKING ME :,T CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON ir:SIDE OR OUTSIDE OF SHUTTER cc- cCH_O' E 1- /'2" M"AX. F. =,S -� . =P. DRILL 5/8 - 0 HOLE FROM BOTTOM OF EXTP.USIONC BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) PLAN VIEW / L! TOP TRACK PLAN VIEW LOCKING MECHANISM CAN BE @ 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) —MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. I INSIDE CLOSURE SHIM AN W/ 1 TYPICAL PLAN VIEW SCALE 3" = 1' -0" i " x1"'x1 /6" ALUM. ANGLE W/ 3/1c "O POP RIVETS (c` 6" 0.C. REMOVABLE FLOOR TRACK DETAIL SCALE : 3 1'- 0" USED WITH PIECES AND col LOCKING PIN SCALE: 1 -1/2" = 1' -0" FASTENER @ 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING/ GLASS (TYP.) { 6-1/2" SECTION 5 & �I A — OPTIONAL ACCESS HOLE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING tS EXISTING STRUCTURE —JOINT JOINT BETWEEN / / SEE SECTION B ON SHEET 3 REMOVABLE AND FOR COMPLETE INFORMATION FIXED SILL C5 CONNECTION TYPE SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OP SHUTTER. LOCK MAY BE INSTALLED ON -1 /1. INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER -1/4' SINGLE ARM LOCK N.T.S. 2" MI PLAY VI - FASTENER 24" 0.C. (SEE ANCHO SCHEDULE FOR ANY ACCEPTABLE ANCHOR). J (TYP.) SEE FASTEN =R FASTE_R SCH 3/4" MiN. EOVLE /rT - " r1e (DOES.NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. \ I II 11i • 13 : i I • 6-7)_,..d. SINGLE ARM LOCKING C I . MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = 1' -0" 1" x 1" x 1/6" 3/16"o PC? JOINT BETWEEN REMOVABLE AND FIXED SILL NYLON HANDLE ` NYLON HANDLE — MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. � — INSIDE N \SHIM SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL . :SCALE : 3 "= 1- 0 1I 1 ,OPTIONAL PLAN VIEW SCALE: 3" = 1 -0" 1 � 'ZSS_MBLY r-OPTIONAL LOCATION / C5 CONNECTION TYPE / REFERENCE ANCHOR �/ SCHEDULE FOR MAX. • ACING ¢ �—EXISTWG !M , ,,STRUCTURE SMIEB BUSHING 0 12 7/.16" 0.0. 0.63" LONG NYLON 1Q< BUSHING 2a ` I I I #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 - 0 x .050" THICK 3C0 SERIES STAINLESS STEEL WASHER (TYP. -. TOP & BOTTOM) 3/8" 0.0. x 0.90" LONG NYLON BOTTOM BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .660 "ca x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE EXISTING/ GLASS \--SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING FASTENER t 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 11 0 2" MIN. PRODUCT REVISED Ji toutplJthg with the F i:J: id:: Deiding Ccde Acceptance No c7 - 0 4-c / • c7 Expiratiou.Dst :OS By t ; • Mb& Dadr roduct Cos(rol Division a5 rOTCO (as.gn by vsrt ne. 03 -802 WI vi. KNZEVICH PR F"_LSO. • 10933 4 200 1610 10/17/2002} f or a +n by t nCn, cneckea by vwK 1 sheet 2of 7 a c 0 0 ca 0 N u 0 E 0 c w SEE TABLE 2 OR DO { O WALL MOUNT SECTION SCALE: 3" = 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHFON! F TYC_ C 4 _- EXCEED 6" SPACING ,-- 1/4 -20 ` , " IACHI`1= BOLT W/ k i1 CONT� - ®CCI :T NUT 12 ) O.C. (TYP., TOP 1 \— E 1/2.. / -- - ? \� ._x.: 1/2" � ' /- - 11/ i 5 /8 " / - �f ?. EVi RY OTH R P w'O � 4 r `�- 1 ":. CjC.,,.,- MACHINE. BOLTS —==L W / NUT CP:=14 TEK SCP=4: @ 12" O.0 I I (TYP., TOP & BOTTOM) L --1 GLASS GR DOOR ji I 02/20/03 13:01 C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ROLLER ASSEMBLY 6 TYP. EVERY OTHER P 0 C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. SEE TABLE 2 S -3/15" MAX ALT. ANGLE LEG DIRECTION. \ / RE VERSED ANGLE LEG MAY BE FROM ONE N:._E OR FROM / / BOTH ANGLES (TYP.). / C1 CONNECTION TYPE ' REFERENCE ANCHOR I I n:J• SCHEDULE FOR MAX. 1/L h..k= �_: l Iv „n • "1 SPACING BUT DO NOT 0io\ EXCEED 6" SPA NG \4G , 11 CONT. 11/2 - -' 11/2” 1/2 I \ `1/2"\ CONT. N-® CONT. 1/4" MAXr- 1/4" MAXI ,1/2" NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. O BUILD -OUT MOUNT SECTION E SCALE: 3" = z z a- c aw a im 1A 3a O<— tai J I- D <j . < w 4 & 5 X E ASSEMBLY <w' 1 "x1 "x1/8" E W ALUM. ANGLE iJ W/ 3/15 "e POP RIVETS (a 6" 0.C. SEE TABLE 2 O DOOR 3/16 "0 POP RIVET OR *12 TEK SCREW @ 6" 0.C. (TYP.) C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EQ. EQ OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER CS CONNECTION TYPE REFERENCE ANCHOR , FDGF f11ST SCHEDULE FOR MAX. F11GF f11ST SPACING ® CEILING/1NSIDE MOUNT SECTION SCALE: 3" = 1' -0" IfL ' I SEE TABLE 2 GI ASS { 0= DOOR -1 V' EXISTING CONCRETE. MASONR OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5 /8" MAX. 3/16"o POP RIVET 6" O.C. (TYP.) L 1/4" MAX. ® BUILD -OUT MOUNT SECTION F SCALE: 3" = r -0" EOGE DIST. 0 DOOR 1 /4" MAX.- 1/2" — C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. 11 CONT. - FOR LARGER SPANS (SEE SCHEDULE 1 TYPE CILES C2 CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SPACING 1/4 -20 MACHINE BOLT W/ 1/2" (TYP.) 7.( W' @ 12" O.C. (TYP., TOP IL l7 r --1/4" '� 1/4" o O MAX. I -- SEE TABLE 2 O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' -0- 1/ 1f " 1 , " -1/2 2' / -- EXISTING CONCRETE, MASONRY / ANCHOR SCHEDULE, TYP. EXISTING WOOD- / /' 1 C1 CONNECTION 'TYPE tr:F w TRUSS OR RAFTER Z ' ( i�w 1/2" MAX:-- SPACING MATERIAL 11// SCHEDULE FOP. MAX. STUCCO FINISH /- . TOP 2. BOTTOM 1.— t 1 . ... 1 , ._ I .._ L!LJ { "14 SMS © 24" 0.C. MAX. 1N BETWEEN TRUSSES SEE TABLE 2--? I EMBED. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 1/4" MAX. TOP I. BOTTOM C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING g CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX t w WOOD SOFFIT/ ® FLOOR MOUNT SECTION SCALE: 3" = 1' -0" • OR 0 0R-- wr l7 N w 0 MAX. z C Cw o.Nm Li 0 1- ' -I t; 0 C O Xi EC) wN SEE TABLE 2 — 'E- 1/4" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 2" x 2" x .050" ALUM. TUBE M3 TYP. TOP & BOTTOM 112 I1/2" 1/4" MAX- l C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT 00 NOT EXCEED 8 -1/2" SPACING 5/8" MAX. ® BUILD-CUT MOUNT SECTION SCALE: 3" = 1' -0" 4." x 1/8" 6053 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "o WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD C' EACH RAFTER OF TRUSS, 24" 0.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. PRODUCT REVISED as complying with the Florida Balding Code Acceptance No a3 - 04-07 Cl Expiration Dat;OS1Z(J o'- By Miami Dad• Division °duct Coat: o) VJ. KNEZEVICH Pi3Fy>r'ANA . Pi l'Yense N=: fl 2333 M ,"i420'3 I li I O I 1 0; N' I N: I id `care 10/11/2002} state 1 -can by As N:Ta0JI- .. pleb (design by Icnecw ( VJK,I v1Kj drawing no 03 -802 sheet 3 of 7 ALUM. BEAM & ' SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2" x 5" 5 -0" 9' -5" Tw = .125" 8' -0" 8' -1" Tf = .125" 10' -0" 7 -6" 2 "x8 S -0 14 -0" 8' -0" 1V -6" Tw = .072" Tf = .224 10' -0" 10' -L" 5 -0" 15 -5" 2" x 9" Tw = .072" 6' -0" 1 -5" Tf = .224 10' -0" 11' -2" EXISTING STRUCTURE' TWO 3/8 "0 POWERS CALK -IN 9 3 -3/4" O.C. • W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE ® 3" O.C. W/ 1 -3/4" EM5EDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE 0 N 0 0 0' 0 0 i 0 r1 0 v 1- c 0 0 0 N r 0 0 i 0 0 0e DOOR CLASS OR D00= 02/20/03 13:01 5/8" MAX. 2" x 3" x l/4" 6063 -T6 ALUM. ANGLE ` DETAILS 1? & �. THREE -1/4 "0 THRU BOLTS 401111Las Tw \I EXISTING E STRUCTUR 1. 4 \ t1AX. (MAX. DESIGN LOAD :72 PSF) ® TOP SUPPORT BEAM DETAIL SCALE: 3" = 1' -0" NOTE: 1. 2. 3. SEE TABLE 2 3/16 "0 POP RIVET OR q12 TEK SCREW EMv :: Ca 6" O.C. \ r r --1 -1 / L S c i AS EM31 �` , E. K T .. /O 3/2 "o POWERS CALK -IN 3-3/4" G.0 IN 1 KSI hi.:. EMBED. 5 r - _ ' Y IN 3 KSI CO" C. `∎.; ` \\ G� � `)i, I _ j F EDGE D C OR FOUR �I��.\ N. r... 1/ 4 ' 'O O RETE -FLE X c. / \ O.C_ t.: / 1 -3/4" VI '� . E - ` DETAILS ..4-. T f �. ,MBEDh: =NT & 2 -1/2" V \• e EDGE DIST. IN EACH \ \ /- \ �- , I I g V.84(V I 1 ANGLE \ Tw . � � ' t \ ACCES \ - \ \HOLE t -2" x 3" x 1/4" 6063 -T6 ALUM. 1" MIN.! ANGLE THREE- 1 /C-"0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD = 72 PSF) O BOTTOM SUPPORT BEAM DETAIL SCALE: 3' a 1' -0" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT 12" O.C. USE THRU BOLT OR ACCESS UPLE AS SHOWN IN DETAIL J r -1/4" MAX. z a. N C W 1- 1- N X E USE BEAIjSCHEAULE FOR DETAILS(( ANDVVJ SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET 5. SEAM SPAN SHALL SE CONSIDERED AS THE DISTANCE FROM C OF SUPPORT TO C OF SUPPORT. 3/16"o PO? RIVET OR #12 TEK SCREW Lc, 6" 0.C. AL. BEAM (SEE BEAM SCHEOUL E ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW is NUT (5 12" 0.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRA BOLT AS SHOWN IN DETAIL H ANGLE DETAIL USING CALK -IN ANCHOR SCALE : 3 "12 1'- 0" C!," SS DOOR SCALE : 3 "a V 0 PLYWOOD AND STUCCO FINISH 5/8" MAX DRILL 7/16"0 HOLE DRILL 5/16 "0 HOLE 1.13" SEE TALE 2 1.88 1.e9" 6.00" 3.75" ANGLE DETAIL USING CRETE -FLEX ANCHOR 8R DOOR z `FOR WOOD PLATE USE 1/4 "o S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE (5 12" 0.C. -1"WO 1 /4 "o S.S. LAG SCREW PE 24 O.C. MAX. W/ -3/ \ PE N ET RATIO N I N CENTER OF 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD 72 PSF) ®WALL MOUNT SECTION - USING 2" x 6° P.T. WOOD PLATE SCALE: 3" = 1' -0' • 1 C - � EMBED. 1 PLYWOOD AND / STUCCO FINISH 5/8" MAX. SEE TABLE 2 SEE T:,e_E 2 l GLASS On G'7JR 3/16 "0 POP RIVET I, OR -12 TEK SCREW ! 6" 0.C. (TYP.) o& ASSEMBLY a N C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING MAX. OPTIONAL LOCATION I C5 CONNECTION TYPE 1 REFERENCE ANCHOR S CHEDULE FOR MAX. SPACING 11/2" "EDGE DIST cc u 1- X z Co Z o. 1 /4" MAX. 1/4 -20 S.S. MACHINE SCREW I. NUT co. 12" 0.C. PROVIDE 1"o ACCESS HOLE @ BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW Cal 21." O.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1" x 3" x 1/8" OR 1 "x4 "x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD 1 72 PSF) 1 O WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" a 1' - EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EE0 7 Ij n \ \ �,, 5/8" MAX. CEILING/INSIDE MOUNT SECTION SCALE: 3" .... i v(111C\.IIJI\ 1 (rG REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING MAX. Z 1- ^< i `JJ V1 < • X <0 E • X v N E 3/16' 0 POP RIVET r @ 6" 0.C. (TYP.) 1 /C" MAX PRODUCT REVISED as complying with the Florida Raiding Code Acceptaaee No a -0 • o '1. e7 Expir Lion Date o 7 co g By e Miami Dad cct Control Division 318 M V p 0 p t {I —. a O �� CC/) co n O o D c/a �Is , R N_o� 10 8 �L`- m Ir . - oc� _1 1 1 _ c :r-u.;. �i c 1 � a 'I,! "1' I I a I I t l c �` I - VJ. KT: °_ZEbi:H 1 1 P.GFSiWNa1.EVZ4EER I I R txen:e : PE ; 48.1 I scate i(Cr•rn by ( -s WO -_o • •_a ICesign °r llcnec� heb vJK JI V,K I drawing no 03 -802 1 sheet 4 of 7 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN TYPE A ALL MOUNTING CONDITIONS EXCEPT ©A 0 (FT - IN) TYPE B DETAIL Q OR DETAIL ©W/ SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL e DOUBLE ANGLE REQUIRED 3 -3/4" . MAX. B.O. (FT - IN) TYPE D DETAIL Q' 9- 3/16" MAX. B.O. (FT - IN) LOAD (PSF) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13- 1 11 -0 13 -1 11 -2 40.0 12 - 11 10 -8 12 -5 10- 11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12- 1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 . 9 -0 9-3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8-6 8 -6 8 -8 66.8 10- 11 8 -3 8-3 8 -5 67.5 10 -9 8 -3 8 -3 8 - 5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6 -7 6- 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6 -1 4 -9 4 -9 5-0 130.0 5 -7 4 -5 4 -5 4 -7 140.0 5 -2 4- 1 4 -1 4 -3 150.0 4 -10 3- 10 3 -10 4 -0 160.0 4 -6 3- 7 3 -7 3 -9 170.0 4 -3 3- 4 3 -4 3 -6 r 0 0 2 rn v 0 1 N 0 CO 3 3 o 0 L7 t w i r c C 0 v O r. 0 0 c u r OR1 02/20/03 13:01 • 2" MIN ALT. CLOSURE DETAIL SCALE: 3" = 1 -0 1 "x2 "x1/8" ALUM. ANGLE f o 1 3 tU TEK StKE.w� - - OR 3 -3 /16 "P ALUM. I c b I *• POP R (TYP.) ` 2" x 2" x 1/8" o I ALUM. TUBE 6063 -T6 ALL 0Y-- ------ 7 FASTENER [a 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) B L E 1 #10 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET (8 18" O.C. 1" x 1" x .055" ; 1" x 2" x .055 ": 2 "x3"x.055" •2"x "x .055" 7 OR 2" x 5•' x .125" AL. ANGLE ® AIT.CIOSURE DETAIL SCALE: 3 . 1' -0" r FASTENER (01 24" O.E. (USE ANY ANCHOR IN ANCHOR SCHEDULE) O NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SID: O CORNER CLOSURE DETAIL SCALE: 3" a /-2" x 2" x 125" / ALUM. ANGLE CONT. #10 x 1/2" GALVANIZED SMS OR 3/16 "G ALUM. POP RIVET (nl 18" O.C. 1" x 1" x .055" ; 1" x 2" x .055 "• 2" x 3" x .055" • 2" x 4•• x .0t5" OR 2" x S" x .125" AL. ANGLE ##10 TEK SCREW 0? 3 /16"0 ALUM. POP RIVET (5) 24" O.C. (TYP.) TWO 1/4 "0 FASTE` E S EACH ANGLE (SEE ANCHOR SCHEDULE FO•R ANY ACCEPTABLE ANCri3R) 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS 24" 0.C. EXISTING STRUCTURE �-- HALF OF® USE MALE OR FEMALE AS REQUIRED ® ALT. CORNER CLOSURE DETAIL SCALE: 3" = 1' -0" NOTES: 1. REFERENCE A COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2• FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER. LOAD OR LINEAR INTERPOLATION MAY BE US'ID TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.052" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM ALLOY (1/6" BELOW CONCRETE) 1 -1/4" 1 ' a J ° o J -1 La X0 Q F LL/ N 1/4" , joro FLOOR MOUNT DETAIL ® AITERNATE SCALE: 3" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (J 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE A MINIMUM SHUTTER SEPARATION FROM GLASS (IN) L E 2 POSITIVE DESIGN LOAD (W) (PSF) 30.0 L0.0 50.0 60.0 ACTUAL SPAN (FT - IN) 5 - 0' 7 - 0 8 -0 11 - 0 13 - 1 5 - 0 7 - 0 8 - 0 11 - 0 12 - 11 5 - 0 7 - 0 8 - 0 11 - 0 `. 12 -2 5 - 0 7 - 0 8 -0 11 - 0 11 - 8 5 - 0 MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) 2 -7/8 2 -7/8 2 -7/8 3 3 -3/4 2 -7/8 2 -7/8 2 -7/8 3 3 -3/4 2 -7/8 2 -7/8 2 -7/8 3 3 -3/4 2 -7/8 2 -7/8 2 -7/8 3 3 -3/4. 2 -7/8 MINIMUM S FROM ORASS INSTALLATIONS GP.EATER THAN 30' ABOVE GRADE (INCHES) 1 -1/2 1 -5/•8 1 -5/8 2 -1/8 2 -3/4 1 -1/2 1 -5/8 1 -5/8 2 -1/4 3 1 -1/2 1 -5/8 1 -3/4 2 -1/2 3 1 -1/2 1 -5/8 1 -3/4 1 -3/4 3 1 -1/2 70.0 80.0 qt 90.0 100.0 6 - 2 -7/8 9 - 6 10 - 4 5 - 0 7 - 0 2 -7/8 8 - 0 11 - 0 12 - 1 5 - 0 7 - 0 8 - 0 11 - 0 11 - 6 5 - 0 i - 0 8 -0 9 - 0 10 - 3 .es 3 2 -7/8 2 -7/5 3 -1/8 4 2 -7/8 2 -7/8 3 -3/8 2 -7/5 2 -7/8 2 -7/8 3 3 1 -7/8 2 -1/4 2 -5/8 1 -1/2 1 -3/4 1 -7/8 3 -1/8 4 1 -1/2 1 -3/4 2 3 -3/8 3 -7/8 4 1 -1/2 1 -3/4 2 2 -3/4 3 7 - 0 2 -7/6 By Miami D3 Division 1 -5/8 PRODUCT REVISED es complying xvitb the Florida Belding Code' Acceptnnet No 03 - 0 4- Gi • C7 Expiration Date 05 2_77-00 f rodeo Control IC) -N I W . v ' till v 11•- 0 ! )O ' N )�W RC I ` W ica ISW I u, 1 . J N , w z o Ne (U Ct ° I Utz n � I1 co i06-3 r U CO ( D N ' P O ! = > d ii � ) t L Z c-• 0 Q • ( I i r 70 to C F'O II 11C8 -- : 1! I �IC Vi. KNNEZEVICH PROFESSIONAL SP 4 F License No: _ CMS MI Ni 0. 0. o; I I ! i • • 1 1 I i9' 1 4HI I I i I i =! 10/17/2002j drawn Or tic i s a :ste s w ?:EC/ , le es.9n Oy 1 c�ect eC Dy, vJK Ji i, I rs.•ina 03 C -80 2 sheet 5 of 7 } ANCHOR SCHEDULE . FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS V Ce F- tel H >C ANCHOR TYPE LOAO MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE (W) P.S.F. MA X. SPANS UP TO 5 -8" (SEE NOTE 1) SPANS UP TO 8' -O" (SEE NOTE 1) SPANS UP TO 9•_0•• (SEE NOTE 1) SPANS UP TO 13 (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) _ CONNECTION TYPE (SEE NOTE 3) Cl C2 C31C4105 SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1IC21C31CL -,C5 CONNECTION TYPE (SEE NOTE 3) C1IC21C3 CL C5 CONNECTION TYPE (SEE NOTE 3 C11C21C3 CL C5 CONNECTION TYPE (SEE NOTE 3) C1IC2IC3 C41cs CONNECTION (SEE Cl TYPE NOTE 3) C21C31CL1CS CONNECTION (SEE E1 C2 TYPE NOTE 3) • C31C4105 CONNECTION (SEE C1 C2 NOTE C3, TYPE 3) CL E5 csi Z uut u "1♦,{1W111UA1lAA1N111M11tIp- 1.5.0 12 12 12 112 7 12 12 12 8 5 12 12 12 7 L 10 6 3 101 5 5 51 3 A L I/ 12 12 12112 12 11 9 112 7 12 12 12 12 1 10 8 6 5 12 12 12 10 121 9 5 L 11 9 6 3 6 3 6 5 3 3 57.0 12 12 12 9 6 12 12 12 6 4 11 9 8 3 1 12 12 12 7 1 /1. ITW TAPCON W/ 1 - 1/4 - MIN. EMBEDMENT (MIN. 3,100 PSI CONCRETE) 73.0 1 12 12 7 4 5 5 5 3 10 8 1 5 3/ 5 5 4/ 3 9 8 8 4 3 3 3 1 L 17 A 4 r / 1 4 V> 8 8 8 3/ 1 1" 12 11 9 12 6 3 12 6 3 9 6 5 5 3 3 11 6 6 9 3 3 6 5 4 3 10 9 4 3 1. 1 3 5 {3 5 3 9 9 3 3 3 3 1 5 5 3 3 105.0 10 3 4/ 3 V) 4 / 170 0 8 3 KA L r, 8 3 j 4 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 * O 1/4 -o POWERS CALK - IN w/ 7/8 EMBEDMENT a 1/4 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 PSI CONCRETE) 45.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 6 12 9 9 5 4 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 57.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 4 12 5 L 4 3 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 73.0 12 12 12 8 5 12 9 9 5 4 12 6 6 5 3 12 5 ' 4 4 3 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 105.0 12 9 8 5 4 12 5 4 4 3 12 5 4 4 3 12 5 L 4 3 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 5 .1 4 3 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 45.0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 . 4 8 4 4 4 V 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 5 7.0 73.0 12 11 12 11 12 11 8 6 5 3 10 8 10 10 5 3 j 9 7 7 8 3 3 5 4 3 r/ 6 1� 3 1// 12 12 12 12 12 12 10 7 6 4 12 9 12 5 12 5 7 4 10 8 8 3 4{ 3 6 3 4/ 7 7 L 4 / C 1/4'C POWERS ZAMAC NAIL - IN W/ 1 - 1 /8" MIN. EMBEDMENT (MIN. 3,000 PS .L CONCRETE) 1. 4 4 3 >7 5 3 105.0 8 4 4 4 6 6 j 3 6 1' 3 9 5 4 S 3 7 4 7 4 1 L✓ 170.0 6 /� �/ 3 (/ 6 �� ! / 3 / 6 ^ / / / 1 3 I / i 6 I 3 I/ / 7 // y I /� / �' / 7 �j L ✓ 7 f /� V / 4 Y / ; / / / / 1 / f L / * 0:24===. :E lirjorz=125> 1/4 ELCO MALE/ FEMALE ^PANELMATE W/ 1 - 1 /46 MiN. EMEEDMEN 1 a 1/4 - 20 MACHINE SCREW WITH NUT (MIN. 3.300 PS.1 CONCRETE) 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 8 7 7 4 12 12 12112 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 5 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 11 4 6 6 3 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 4 4 '7 4 73.0 12 12 12 10 6 12 - 8 8 '7 L 12 5 5 6 4 11 1. 4 6 3 12 12 12 12 7 12 8 1 8 1 E 5 12 16 5 7 4, 12 4 4 1 7 6 105.0 12 7 7 7 4 11 4 4 6 3 11 4 L 6 3 11 4 4 6 3 12 8 7 , 5 12 4 4 7 4 12 4 4 7 4 12 6 4 7 6 17 0.0 11 L 4 1 6 3 11 4 4 1 6 3 11 4 4 6 3 11 L 4 1 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 L 12 4 L 7 4 45.0 12 12 12 112 11 12 12 12 12 7 12 12 12 11 7 12 8 8 1 '7 L 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 _10 9 6 d � 1 f „` 57.0 12 12 12 112 8 12 12 12 9 6 12 12 12 8 5 12 4 4 1 6 3 12 12 12 12 1 11 12 12 12 12 1 7 12 12 12 10 7 12 6 5 7 4 1r4^ ELCO :'XTR7N f_X PLAN.E TAPCON/ HEX rEAC TAPCCN w/ 1 - 3/4^ EMBED (`d ?L 3.320 P.S.I. CONCRETE) 73.0 12 12 12 1 10 6 12 8 8 7 4 12 6 1 5 6 4 12 4 6 1 6 3 12 12 12 12 E 12 11 10 9 8 12 7 7 8 5 12 6 5 7 L '. 0 5 . 0 1 2 8 8 1 7 4 1 2 4 4 6 3 1 2 4 6 6 3 1 2 4 6 6 3 1 2 1 0 1 0 9 8 1 2 1 5 5 7 1 6 1 2 6 5 7 4 1 2 8 5 7 6 17 0.0 12 4 4 16 3 12 1. 4 6 3 12 4 4 6 3 12 L 4 1 6 3 12 6 5 7 4 12 6 5 7 1 4 12 6 5 7 4 12 6 5 7 4 4 5.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 1 7 4 12 12 12 12 12 12 12 12 12 19 12 12 12 12 8 9 6 Q p _� 12 10 10 1 /4^WE 1 3 CRETE FLEX EMBEDMENT (MM. 3,350 P.S.L CONCRETE) 57.0 12 12112112 8 12 12 12 9 5 12 12 12 E 5 12 4 4 1 6 3 12 12 12 12 11 12 12 1211 - 2 1 7 12 12 12 10 7 12 6 5 7 1. 73 0 12 12 12 1 10 6 12 8 e 7 4 12 6 5 6 4 12 4 L 1 6 3 12 12 12 12 8 12 11 1 10 1 9 1 6 12 7 7 8 5 12 6 5 7 L 1050 12 8 1 8 1 7 4 12 1. 4 6 3 12 4 4 6 3 12 4 4 1 6 3 12 10 10 9 6 121 615 . 701 4 12 6 5 7 4 12 6 5 7 4 17 0.0 12 4 1 4 1 6 3 12 L 4 6 3 12 1. 4 6 3' 2 4 4 1 6 3 12 6 5 1 7 L 12 1 6 1 5, 7 1 1- 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S.F. ' MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8 -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13 (SEE NOTE 1) CONNECTION (SEE C11C2 TYPE NOTE 3 C31C4 CONNECTION (SEE C1 C2 TYPE NOTE 3 C3.1CL1C5 CONNECTION C1 TYPE SEE NOTE 3) C21C31C4 C5 CONNECTION SEE C11C2 TYPE NOTE 3) C3106105 a00M I 45.0 12 12 12 1 9 7 12 12 12 6 5 12 12 112 1 5 4 12 9 9 9 3 1 3 A Ti11j11i111'ili(II11111111 > 1 - 3/4 ' MIN. LAG W/ 1 N. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO WOOD GRAIN 57.0 12 12 1217 5 12 12 12 5 3 12 1211214 3 12 5 L 3 1� 73.0 1212 12 1 5 4 12 9 9 -, 3 3 12 6 1 6 1 3 . 12 5 4 3 105.0 12 9 8 3 3 12 1 5 4 3 12 5 1 4 1 3 //' 12 5 4 3 6 1 3 17/ 170.0 12 5 4 3 // 121 5 1. 3 /l 12 5 1 1. 1 3 V 12 5 , 0 0• v 0 N v 0 o 0 U 0 0 0 0 0 0 / 0 i 02/20/03 13:01 SEE PAGE 7 FOR ANCHOR NOTES PRODUCT as complying 11iib the Florid Guiding Code Acceptance No • _ -04-c Expiration - Date By Miami Da roduct Control Division VJ.ICNEZEVICH Pi4OFESSIOhAS. • SEA P. license N9 .0983 10 110rw Oy CD I MCe; rtles:gn by )1chectet ' ` v.x 1 VJK sc•l• AS MOT Craw041 AO 03 -802 1 sheet' 6 of 7 03/04/2003 01: 01: 50pm Print Inform° lion: ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS V 1-. vs }" vt W ANCHOR TYPE LOAD MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE (W) P.S.F. MAX. SPANS UP TO SPANS UP TO S PANS UP TO SPANS UP T SPANS 0 SPAS UP TO SPANS UP TO SPANS UP TO 5 . -8 " 8 ' -0 .. 9 , -0 „ 73. -1.. 5, -e" 8 9' -0" . (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1). SPANS UP TO 13. -1" (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE CONNECTION (SEE NOTE 3) (SEE NOTE C11C2IC3 C4IC5 C1 C2 C3 TYPE CONNECTION 3) (SEE NOTE CLICS C1 C2 C3 TY ?E CONNECTION TYPE CCNNECTION TYPE CCNNECTION TYPE CONNECTION TYPE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) CLICS ci C2 C3 C41 05 01102 03I0 4IC5 C11C21C31CL C5 C11C2IC3ICLICS CONNECTION TYPE ' (SEE NOTE 3) C1IC2IC3 C4LC5 6 1 3 1 3 3 V 4 5 0 co 7 uJ C Z 0 0 i 45.0 1 2 1 1 2 1 / 2 7 H 9 9 9 5 1 3 8 8 8 4 12 12 1 2 1 8 1 5 1 0 1 1 0 1 1 0 6 3 9 1 9 1'9 1 5 13 5 7.0 10 1 10 110 5 1 3 7 7 7 FM 6 5 5 0 Q�� 11 11 11 6 4 � W��ji�� 2 , ���� �JI�Iii�/ tummy= 1 TAPCON W/ 1 -1 /L MIN. EMBEDMENT 1/4- MIN. 73.0 N �IIN 4 � 8 e 8 5 3 - , 105.0 , �� Ei�/C-�it>/,� ��I��I'! r- A L � ��� i 6 3 3 �I �i�ilf/it1/�VI 3 5 //I 3 5 ' 17 0.0 4 1/ 5 3 * _ - ( I I I` 1/4 "0 POWERS D CAL W/ 7 /a" EMBEDMENT & 1/ L-20 STAiNLESS STEEL MACHINE SCREW 45.0 12112 12 7 5 11 11 11 5 3 10 10 10 4 3 12 12 12 12 7 12 12 12 8 5 12112 12 7 4 wimp A 5 7.0 12 1 12 1 12 6 4 IEME 8 6 7 E' a 12 12 12 9 5 11 11 11 6 4 10 8 9 5 3 73.0 10110110 4 3 7 4 �'�' 3 3 El 5 xN � 5 ' '0 V' � n'zzisza 5 'E, 12 fa 8 12 4 12 7 4 9 5 4 5 3 �l�' 4 © 3 8 3 3 �'�' 4 z 105.0 7 3 3 1 3 7 '�' 7 ran 170.0 5 I • Or 10 8 10 7 L 7 7 8 5 3 6 3 7 3 s 6 1 5 6 4 ��� ' Q' 4� L M% 45.0 12 1 7 4 IIIEMBIENHEINIMIN ({ E '-� a 7.0 9 9 1 9 6 3 f- ,' 5 3 red 3'�"���� d a 6 4 5 f 3' L ��� 4 -62 'grial 10 8 1/4 - m POWERS NAIL -IN 1 -1 /e- MIN. EMBEDMENT 73.0 7 1 1 7 4 105.0 �AMEna � rdinel ,' a ".%�E 5 3 3 3 L a' �o ,, ard 170.0 L A 4 4 F r IF F' I. 3/ 4 //1 3 P L OF r/1 3• r • * ® 1/4 - m ELCC MALE/ FEMALE "PANELMATE" W/ 1 - /L MIN. EH3_OMENT s 1/..-:a MACMIN_ SCr'+EW WITii NUT L5.0 12 112 1 12 9 5 12 12 12 6 6 11 11 11 A 5 3 4 12 12 12 12 12 10 6 12 12 12 8 5 10 10 12 6 4 e 12 10 7 4 12 112 12 5 3 9 1 7 8 6 5 i 3 4 3 ony 1I// : 6 6 ME= ,j 3 • 9 ' 57.0 12 12 1 12 7 L 10 10 10 5 3 EMEIENINEVAWOM302 6 12 12 73.0 11 11 11 5 3 IIECOMEW 7 105 C 8 1 4 1 L 3 6 1 , a V / - ; / f c r - / /+ = ' t/ . - / n " V / / ' 1/ I s 4 4 4 � 6 1 / 3 / j 6 V / , VA/ , 3 170.0 Y 5 j�,� � 3 / 6 L � 3 �� %/ / y / 6 �� /I / 3 1, / 6 `• //r) i 3 V/ 6 � j / f � V /I 3 ' / 6 3 / � 6 / / / 3 I 6 V /' / ' 45 0 12 1 12 1 12 10 5 11 1 11 1 11 7 1 4 10 10 10 6 1 3 - I 3 13 Lt & 12 12 12 12 7 12 12 112 9 5 12 12 12 8 4 8 4 4 5 3 57 0 12 1 12 1 12 5 4 9 1 9 1 9 5 1 3 8 6 17 5 5 1/ V l 3 1// 12 12 1 12 10 5 11 11 11 7 6 10 1 8 9 6 = 7 .// L I// • T 73.0 10 1 1: l i0 6 3 7 1413 V/ 6✓ /y/1 3 / 5 (' /,/ / A 3 (` 12 12 12 7 4 8 5 4 5 3 r 1 3 3 6 V 7 / / = x- =r:l -E ' ?COQ:/ r ` t.:i i_1A "EMi.EC.� 1 3.0 7 1 3 3 L /' 5 ✓ / //J 3 I /, i /Ai; 3 ;/,. 5 ✓ /1 /r1 3 / / 8 6 5 3 7 1 / >/ L • • r 7 �X/ 7 1. 1 L f 7 7 / V/ . n 17,,.G '/ / 3 f 5 � ��. �, S / 1 r /�� 3 1 I / 5 v /� / / 3 I r,! �//. 3 I / 5 I�� / � !/ 7 r �t �,r /' 4 r/ / ` Y 7 ,a 4 �, ) 4 y / I /� 4 45.0 12 1 12 i 12 1: ' 5 11 1 11 1 1) 1 7 . 1 4 10 10 1 10 6 1 3 7 ; 1 3 1 4 r:/ 12 12 12 12 7 12 12 12 9 5 12 1 12 12 E L 8 L 4 5 3 e_ 0: 5 7.0 12 1 12 1 12 6 1 4 9 1 9 1 5 1 5 1 3 6 6 1 7 5 1- / 5 / 1 3 1 // 12 12 12 10 5 11 11 1 11 7 4 10 1 8 9 6 3 mirdr .--'% 1/L••o ELC0 CRETE FLEx '.../ 1 -1/1." MIN. r: EMd:o'NT 73 0 10 1 10 1 10 6 1 3 7 1 L 1 3 1 4 r/ 6 //y 3 V/ 5 r /,/ 3 1 '/ 12 12 12 7 L 8 5 1 L 15 3 7 1 3 3 1 4 1:5.0 7 1 3 ( 3 L j/ 5 �� /K/) 3 r4/ 5 V% /�� / 3 r / 5 3 1V/ / ,{' A ' I 6 4 /� 6 � 5 3 7 1- / Y / ,/ 4 i' 4 7 r �! /, 4 7 J 17 0.0 5 /) 3 I // 1/ 5 !//,/,.). 3 V/ 5 �// V / f/ 3 V . / 5 rtV 3 1 7 / / l t 4 V 7 4 L 1 ) '• 4( 3 c 0 0 02/20/03 13:01 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST 3E LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANC -OR TYPE AND EDGE DISTANCE SELECT DESIGN LOAD GREATER THAN OP. EQUAL TO NEGATIVE DESIGN LOAD Cr•I SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK. OR WOOD FP.AMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. L. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS AP.E INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" 4" (MINA WCOO STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX H=AD. 5 MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'• ENGAGE t4NT OF THREADS IN, EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10 * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. 11 FOR BUILD - OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 6 -1/2" O.C. 12. F 6 0 -1 R /2 B ' MOUNT SECTION EO ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED as complying with the Florida Raiding Code Acccpttnce No 0 Expiration.Dete O By �o 111iamii Da act Control Division 1 VJ. KNEZEVICH resrEssioNAL ENGINEER R. Leone No: - ' - 9E3 1 PAR 1 design by v )K e a b u craving no 03 -802 1 sheet 7of7) Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/8/2004 Applicant: J LANE Owner: MIDDLETON JOB ADDRESS: 1020 NE 93 Contractor BAY CONTRACTING CORP. Local Phone: 305 - 883 - 0571 Parcel # 1132050150140 Permit Status: APPROVEfl Pprmi4 Frni�� *inn• Work: ACCORDIAN SHUTTERS ON 14 WINDOWS O /`r /!1(1.1 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -278 MIDDLETON J LANE ST Contractor's Address: 689 WEST 26TH ST. Legal Description: 5 53 42 BELVIDERE PARK Fees: FEE2004 -2404 FEE2004 -2405 FEE2004 -2406 FEE2004 -2407 FEE2004 -2408 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $145.00 $4.80 $1.60 $3.63 $12.00 $167.03 Total Fees: $1 .03 Total Receipts: 30.00 H 17,Q vvn�u uGUVlI Vdlu6: $7,67 5.00 Page 1 of 1 PB 16 -71 LOT 8 & W37.5FT LOT 7 BLK 3 LOT SIZE MAR 0 9 PAM 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. BY: 3 -09 -2004 2:03PM NOTICE OF COMMENCEMENT PERMIT NO, STATE OF FLORIDA: COUNTY OF DADE: • 3058835664 FROM BAY CONTR CORP 3058835661 P. 1 Tax FOLiO / / 2-0S-0 , S O /, c7 THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 113, Florida Statutes, the following i=Iformatibn is in this Notice of Comtnencernent. IJ 1. Legal description of property and street address: li4. I V I areR.t frkele P, il� 2. Description of improvement: 3. Owner(s) name and address: La''' N» e 74, �C > /02.0 . M Ste' Slu m ° / // 331 4. Contractors name and address: Signature of O Print dwnet's Notary Public Print Notary's Name ...mar orarr /fief .S et/ 7`"1 ISO•C. BOoWS UW Nn. Hashed lo, rsco,dna Aka uso.I rl ova cod Li I rr, u -✓ J Interest in property: Name and address of lee simple titleholder: Cm 1-1 6 <T ?. L' z� CFN 2C OR IN 22085 Pg 2772; (!P9? RECORDED 03/02/2004 11 ;28!38 HARVEY RUVINr CLERK,OF COURT IIIAIII -BADE . COUNTY, 'FLORIDA LAST PAGE s - /vv.. 4, F 1 Y3o/ o 6. Surety:(Payment bond required by owner from contractor, if any) 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 dock ments may be served as provided by Secction 713.13(1)'(a)7., Florida Statutes, Name and address: Ivaln Haw ;1 Sworn to and subscribed before me this 2day of 29 /... � ; ',L:., i .4 GOMEZ 8. In addition to himself, Owner designates the following person(s) to receive a copy 01 the Lie noes Notice as provided in Section 713.13(1)(b), Florida Statutes. ei Cm0+'a �d7 Namand address: Y9 U' ,(ra(..� p/ 33oi0 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the daft' of recording unless a different data Is specified) Prepared by /1-. thrrA) 1iOv'Nac,,,L CONTRACTOR , /1 Name U- y t ( n f l r a c- t /� o ✓ , License No. C c• c/$ O S o/ 3 Address 6 gq - ia.J -2. 3 t- g,' 4. /e J. A F/ 3.3 i ° Telephone y p 3 O r / Fax 3 ns , U3 )---11 V Qualifier Name _)eJ i S vs PROPERTY OWNER p�► I Name ��, C t° 1 1)1 IZ Address / O 2Q lie- cr f rdi s i.., Al , i Sd,ey-$s F1 33t)4 Home Telephone 3 o -75'6 71;71 Business Telephone 3 , 0 ) 6.7 0 ',o 'LO Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Demolish Alteration Interior Relocation of t >tructure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other Lot 7 PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other a o 2 an INSTRUCTIONS - The following steps must be taken to obtain a permit fron' Step 1. Complete the attached permit application which must be signed by the property own( r and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: �0 Srre-c Ou 1 t t rt, Address Apt. City Folio Number / / 32. o ro f O/ D Block Subdivision Si'l u idea eirkPBAG Zoning Current Use of Property 6 Square Feet _ Proposed Use of Property LQQS• Value of Work Tenant Information PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax pelIC 4)5000 PERMIT APPLICATION Master Permit No. tI O ZCO a Subsidiary Fermit No. Description of Work 4 ��' t t° + J /AP s 47^ CYJ 4iM Linear Feet 2. _ Units Floors (r 1,-• ) Bldg Value Tax Assessed/Appraised Valt e Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax the Miami Shores Village: . �' '1W5___ an 135G. Le one 33i3, State Zip . Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at lease: 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, CO ►. .• MIAMI -DADE, STATE ignature of Owner Naw� tl, A) le ttnd Print Name A r s:2 n . t2ind subscribed before me this:2i day of r72.4 n A / r,, " I i1I w.ww. Signature of t. Y is - State of "�rida +F LEONOR A. GOMEZ SEAL: y �� MY COMMISSION # DD 193509 '' tor Gov EXPIRES: March 13, 2007 1 - 800 - 3 - NOTARY FL Notary Discount Assoc. Co. Personally known OR, Produced Identification Type of Identification Produced: PERMIT APPLICATION 4 u to. e� ature e Contractor / • ualifier blic - Stat6 of orida Print Na Sworn to Signature of Nota FLORIDA OU OF MIAMI -DADE d subscribed before his 6 %day of SEAL: 00 LEONOR A. GOMEZ W MY COMMISSION # DD 193509 ' 'Eors`o v EXPIRES: March 13, 2007 1800.3 NOTARY FL No : Discount Assoc Person • r .. tcation Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPP. Outlet, Appliance QTY. TYPE Service Repair Q'I'1'. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) . A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Si:rip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Tem o Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C WalWVin. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressur,! Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Future QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandiin Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re-circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural ` 3/ • Building Official ,r, N ' — 8 A Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $ O't x ¢ f t. x/1000 (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) O CONTRACTOR REGISTRATION (On File) TOTAL $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com 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 esti,nated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction ten 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _ , by , day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC. Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***********************************************************************.***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *******,***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: MAR ° 8 Mk Plans Examiner Chc 12/15/03 Engineer Zoning BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): $ Value of Work For this Permit (Continued on opposite side) State Total Fee Now Due $ 1 17 3 Miami SY�.. � Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) '795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Titleholder) Phone # Owner's Address City Tenant/Lessee Name Phone # Zip Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # 7) Electrical Plumbing Mechanical Roofing Type of Work: ❑Addition ['Alteration New ❑ Repair/Replace ❑ Demolition Describe Work * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ 5 "— Permit Fee $ 1 CCF $ � go CO /CC Notary $ Training/Education Fee $ C) Technology Fee $ 3 6 3 Scanning ��^ Radon $ Zoning Bond $ �-- Code Enforcement $ Structural Plan Review. $ Square Footage Of Work: lit �14 y s Permit No. te/ £ Y Master Permit No.