Loading...
1350 NE 101 St (7)STATE OF FLORIDA, COUNTY OF DADE. j MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with whether herein specified or not. A copy of approved plans and specifications must be kept a•. building during progress of the work. Owner's Name and Address Guy But No 1 35 0 Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1350...N.. Ea.....a 01.s.....tree.t State work to be done and purpose of building (by floors) Roair g addition _to._._residence Sheet Metal Spec. Co., and for no other purpose. New Building Remodeling Addition X Repairs No. of Stories one To be constructed of C.B.S. Kind of foundation Roof Covering built Estimated Total cost of improvements $ 95, 00 Amount of Permit $.... Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) SHEET METAL SPECIALTY COMPANY Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says t t he is the. of the above described construction, that he has carefully read the regoing application, and that he did sign the same, and that all facts therein by him stated ar / true. Permit No Disapproved ( Signed) Building In Date or PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date August 1, 19 58 N.E. 101st St. Street 73 N.W. 71st St., Miami 50, Fla. 3 Sqs. to me well known, Read, Sworn to and Subscribed before me. Notary Public, State of Florida ommission Expires NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Planning Board. A re inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice materials and /or workmanship. Date has been obtained from for inspection or faulty w4r4rw• ■ V4,11•• W 1,■ w ■-•■ +4 - —44- 40— 4144- ■—.1.4 r- f.4 f , • sk-- A 4 6 6•_ 4 -0 6 3 t 1.•••• c re.,t) t2 CA 1:2P 4E - 9 9 J/ - 4.454 j 'B 1. - 64 ' 66.6, -666 4 4 " 4 '") .1 Are' 94 .9 i 6— —i— —446966- 4• 1 1-A, r? 1 • : 147 •11,16 gs4=-1-14:4 • MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Addres Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: �� Lot 2.— Block Subdivision [ Street and Number where work is to be done State work to be done and purpose of building (by floors)_ ___c- Et7z and for no other purpose. New Building Remodeling Addition To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ e' Amount of P mit $__ _�.. Zone cubage required _Plan Cubage_P_ degv Aiwa . Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted fo ins ection on the site the work such ublic notice or notices, as are required by the Act. The undersigned agrees to employ only such / . c 'tractors, on wo o be perforrriyt undpr'lhis permit, as are licensed by Miami Shores Village. Remarks (Signed)_ STATE OF FLORIDA, COUNTY OF 'DADE. Permit No Disapproved (Signed) and who, being b of the above desc ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments,• personally ap- peared - - - -- to me well known, me first duly sworn, upon oath deposes and says that he is the _ bed construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stat ; d are tr 6 BUILDING INSPECTION DEPARTMENT e Read, Sworn to and Subscribed before me. Date In pector PLANNING BOARD DATE Chairman Member Member Council Approved Date Disapproved C a tei No /1 Street__ /G Z-o /fr B 0 , 19_. 'J Repairs No. of Stories po NOTE: A charge of $1 will be made for making corrections or changes to this application after approval the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice materials and /or workmanship. Notary Public, State of Florida My Commission Expires , Member Member Member Date has been obtained from for inspection or faulty N. • / Qi. L I� r1r,,- 1 • • 7 •I • • If • 'v t/ 4 V 22 • 96.35" 7 0 ' 0 " '/- ,9 . ;17 /350 Al /0 Jr. - /51; r‘ �' ,i , l� / -. > sri:Ft Hir f IASr� . ,am) 100' / /1\ / �. i /✓ y3 'X i u /,.. ,K6„ /0 /0 • • / F)' / 2 "x 3 !,, � • y�r y 1 i t" „-/ t � . it 1 / ^ r 900 /. 5 -. Cog w LIN( rA /C oocez, °L)TRI4TR's - - L. 121114* 4Tucco. a + twITC.i-t iFizzoTecr wocro vorrom -srocco cowie.c.-r iTi - - - JOE, DESCRIPTIGI-4 ' 7 - - _ . . c,L)1" t'?..14E.R_ A 1.e.p-.1C1 CZ•FTE.1:ZS SECTION OF 1:Zoc)F OF _ .11-147&1:42113 L.4 THEW STUCCO. TO MTC.1-4. • . / . EC O ki _iv S.U. lefeeP bCI 5. PLkJ. Y4" :7 -ptIce i-tuRIVIC/A.Ne Srit•SM _ __ _Ple=A4 17.wevlaief,_.0(...TriZtetAele5 AP4 1:7 wait_ %g 1474 WAAL:5 To 'F:T. NNI LEI AT _.7 , .u ANI TO 13E- IN C.ONITAIG enZ 517 t4T. c,:m4 wiu.t.. Ce3NC.. _ T v3ew4 • • ...... 11 • CZEr'Leace_ auTTetGa m175 to- ■-ece.45.4? C, 1w4,-JoIST_ (Ty) iolf,, 13 lc' 4 5 T _ _ ifilk"StS rr•cr=rr "Ikespe_wcE., N.E- tot lA rviliawi - 6lierreS CAI3W■li THEE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT VARIANCE(S) LISTED IN "REMARKS" MIAPAI SHORES BUILDING AND ZONING UNLESS SPECIFICALLY LISTED BELOW. AND COUNTY LAWS MUST BE COMPLIED Authorized Signature Date • WITH NO VARIANCES • WITH NO OTHER DEVIATIOL:S FROM THE ORDINANCES WILL BE PERMITTED, ALL OTHER APP'.ICABL E STATE WITH BY ALL PARTIES. FIRE DEPARTMENT PU3 I„ WORKS PO!.I;:E DEP;RT:,iENT_ BUILDING DIRECTOR 0.5 F PLANi:I ;dG & ZONING BOARD VILLAGE COUNCIL APPROVAL PRELIMINARY: FINALo REMARKS: COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH TL!F KNOWLEDGE OF ALL BUILD- ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. C DESIGN LOAD CAPACITY - PSF ALUM. SINGLE HUNG WINDOWS (1 OVER 1) WINDOW DIMS. 3/16' -ANN. GLASS VIDTH HEIGHT . EXT. INT. 19 -1/8' 26 -1/2' 37' 53 -1 /8 26' (3) 60.0 121.0 60.0 121.0 60.0 89.8 60.0 62.6 19 -1/8' 26 -1/2' 37' 53-1/8 38 -3/8' (4) 60.0 121.0 60.0 113.3 60.0 81.1. 60.0 56.5 19 -1/8' 26 -1/2' 37' 53-1/8 50 -5/8' (5) () 60.0 121.0 60.0 107.3 60.0 76.9 60.0 ✓ 53.5 -11 19 -1/8' 26 -1/2' 37' 53-1/8 56' (5) 60.0 121.0 60.0 97.0 60.0 69.5 58.7 ' 48.4 - 19 -1/8' 26 -1/2' 37' 53-1/8 _ 63 (6) 60.0 121.0 60.0 103.5 60.0 74.1 54.6 51.6 19 -1/8' 26 -1/2' 37' - 74 -1/4' � 60.0 121.0 60.0 102.5 60.0 73.4 50.1 50.1 D.L OPG. (FIXED) A • - / /%/ 3/16' -ANN. B GLASS 1 .1 C �• 49 1/8' D.i_ OPG. 50 1/2' _ t NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. BASED ON FTL -1804 DATED 12 -22 -97 DESIGN LOADS i +50.0, -50.0 PSF WATER INFILTRATION TEST in 9.0 PSF TESTED GLASS I , 3/16 - A NNEALED • x 8 x. 5 3/8' - 8 1/4' - 7 1/2' • 410 a x 8 z 5 5/8' 12' x 8 z A 12' 9 1(2' ::1 6 1/4' 9 3(4' ` 7 1/2' 6 1/4' 7:14" 7 1/2' ANCHOR SPACING AT JAMBS FOR VARIOUS • m 0 0 8 1 -== 7 1/4' 10 3/4' 12' r 9 1(2' 6 1/4' 79 ` 7 1/2' HEIGHTS 1 7 1/4' 1 11 1/4' 10 3/4' 12' 9 1(2" �.. 6 1/4' 7 1/2' 0 8 NOTES; HIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING 1CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS qq AS PER ASCE 7 -88 USING CORRESPONDING LOADS. ACCEPTANCE N t t Olool '!. PRODUCT RENEWt BY CENTER ANCHOR 0 HEAD & SILL RUM. ON 3W WINDOWS ONLY ALL SMALLER WIDTHS USE 2 ANCHORS PER HEAD /SILL �• •0 2. W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. EXPIRATION DATE +.ot DUCT CONTROL D COAPIIANC 0 8 z CO Engr: FAR000 STRUCTURES FLA. PE j 16557 P 22 1' 98 W CO F.) 1 N n n 17 a 0 J 0 O 0 53 1/8 WINDOW WIDTH 49 3/4' • REQUIRED VENT WIDTH TYPICAL ELEVATION 1 OVER 1 TESTED UNIT IMPACT RESISTANT SHUTTERS • 6 1 /4'MAX. TYP. CHORS it4ALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. APPROVED AS COMPLYING WITH THE S OUTH, 1: 1 BUILDDN6 CODE DAT • 0 • • B 72„75 � PRODUC .O! D!YIS:DN BUILDING COOS A COMP�IANCE OFFICE ACCEPTANCE N0. QIi_0:12__ c 0 0 m 10 C ei c 0 aP c a U 0, ev v .0 0 0 0 c 1 v Ct 0 O m c tt 1 c • • 1 1 drawing no. W95 -45 x TYPICAL. ANCHORS SEE ELEVATION FOR SPACING 1/4' DRAIN NOTCH AT EACH END OF INTERM. SILL FLANGE 0 1 BY OR 2 BY W000 BUCK • a 0 5/8' DRAIN NOTCH AT EACH END OF SCREEN RETAINING im • 1 . • 1 WOOD BUCKS NOT BY NEW AGE WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • 17 TYPICAL ANCHORS; SEE ELEV. FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURE. 3/16' TAPCONS WITH 1 -3/8' MIN. EMBED INTO W000. THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 3/16' TAPCONS WITH 1 -1/4' MIN. EMBED INTO MASONRY GLAZING METHOD; EXTERIOR GLAZED WITH ALUM. COLORED ADHESIVE BEDDING AIL COMPOUND 'PECORA # 860' AND ROLL FORMED ALUM. GLAZING BEAD MIN. GLASS BITE = 1/4" TYPICAL, SEALANTS; • ALL FRAME AND VENT* CORNERS, AND INSTALLATION SCREWS O AT SILL, SEALED WITH ALUM. COLORED SEALANT 'PECORA NO. 860' LATCH OPTIONS; SPRING LOADED LATCH AT EACH END OF BOTTOM RAIL OR 1 1 SWEEP LATCH AT EACH END OF TOP RAIL ••cl BYOR2BY W000 BUCK TYPICAL- ANCHORS SEE aEY. FOR SPACING FRAME HEAD FRAME SILL 3 4 5 6 SVEEP LATCH AT EACH END OF TOP RAIL VENT SIDE RAIL . 7 8 9 10 iz •13 14 15 16 17 PAN! f FP- 389 -AV 860 3530 REQ. 1 1 . 2 1 1 1 2/VENT 2/ VENT 2/ VENT 2/ CORNER 2/ CORNER AS READ. BULB WEATHER STRIP (.185 X 250) BACK BEDDING AS READ. AS REQA AS REGD. 2 2 DESCRIPTION FRAME JAMB MEETING RAIL VENT TOP RAIL VENT BOTTOM RAIL FRANC ASSEMBLY SCREWS VENT ASSEMBLY SCREWS LATCH AT EACH END OF BOTTOM RAIL FIN SEAL PILE (187 X 250) TAKE OUT CLIP.AT ±3' FROM TIP RAIL MATERIAL 6063 -T6: 6063 -T5 6063 -T5 6063 -T5. 6063-T5 6063 -T6 ZAMAK 6063 -T5 6063-T6 VINYL SILICONE ALUMINUM 2 STEEL INDALEX OR EQUIV. INDALEX OR EQUIV. BENADA OR EQUIV. BENADA OR EQUIV. BENADA OR EQUIV. INDALEX OR EQUIV. BENADA OR EQUIV. ✓ 10 X 3/4' PH PHILIPS CRS • 8 X 3/4' P.H. PHILIPS CRS INDALEX OR EQUIV. ULTRAFAB PROTOTYPE PLASTICS PECORA CORP. GLAZING BEAD BLOCK i TACKLE BALANCE ROLL FORMED 5/8' BOX. WINDOW COMPONENTS AT EACH JAMB 1 BY OR2BY_ W000 BUCK • • • EnW OR. HUMAYOUN FAR000 fL 1 U f 16537 P PRODUCT RENEWED ACCEPTANCE Nall - C (701. o'L EXP T1ON DATE By P BUIL 221 D CONTROL DIVIS CODE COMPUAN VENT WIDTH D.L OPG. (VENT) D.L OPG. (FIXED UTE) EXTERIOR WINDOW WIDTH TYPICAL ANCHORS -2°01- SEE CHART FOR SPACING I 1/4' SHIM • MAX. 4 . • • • • • APPRbTED AS 'CCMP.YIPIG wait THE SOUTH OR . U:LO AG CODE DAT BY PRODU !ORO. DIVISION BUILDING'• ma OIFiCE Ae & A;C NQ. 0.0 c 0 0 z C9 z W J 0 z 2 Q O 0 (0 N 0 = co z c• N ,. • 0 � a o — 0 0 c 0 ` 0 m P o 0 1 2 O • O n a 1 t drawing no. W95 -45 (sheet 2 of 3 • , 2100 .• • 1— .062 TYP. .874 L_ .8/5 FRAME HEAD • MEETING RAIL -383 Lug 11 1 L C I L__ 1 ] .81 4E .062 TYP. VENT TOP RAIL VENT BOTTOM RAIL VENT LATCH rumi 212 1.039 A62 TYP. SASH SIDE RAIL FRAME JAMB VENT TOP man VENT BOTTOM CORNER PRODUCT RENEWED ACCEPTANCE No.31412CLI T1ON DATE Engr• OR. mumo:roum FARO:* STRUCTURES FIA. PE 16551 FRAME TOP CORNER FRAME BOTTOM_ CORNER APPROVSMISCCOMPLYING W:TH THE S. WING CODE DA R BY PROW Ot. DIVISION BUILDING4,CODE COMPLIANCE OFFICE ACCEPTANCE NO St OS 0 0 z z 3 0 z 3 —J c 0 a 0 .0 c 0 0 0 0 1 0 vs 4 04 ci I c ) L W drawing no. 95-45 cjieer3a-31 .325' EXISTING STRUCTURE "F" .TRACK SCALE : HALF SIZE S.00' 1.50 46' gt 1 LOS - WINGNUT O SCALE.: HALF SIZE WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION I I -1 ,4000CT MARKING LOCATION 150 1250' COVERAGE 1450' SCALE . 3' • T -0^ X 4 0 © ©O 8 1_,=4- 6 -1/4' (TYP) TYPICAL ELEVATION 02127/97 12 5.00' 1 STORM PANEL 3.500^ 1 0 STANDARD CHANNEL SCALE : HALF SIZE 7 - TOP MOUNT PLAN VIEW REINFORCING BAR W/ FASTENERS AT MIDSPAN. 'F' TRACK, STUDDED ANGLE. W/ STUDS (1 6 -1/4' O.C. AND DIRECT MOUNTS W/ ANCHORS (n 6 -1/4" 0.C. PRODUCT MARKING (OPTIONAL LOCATION) .-- 16 GAGE GALV. STEEL GRADE D / 20'I OPTIONAL LEG DIRECTION' OR DIRECT MOUNT r x r TUBE & FASTENERS) (SEE PLAN VIEW & NOTE 8) BOTTOM MOUNT 00 OR DIRECT MOUNT 0 OPTIONAL w 01- 4 S u W 0 to -s _ a • 11.1 0 ZZ X < < o: a o Ji a< < o= u ascc O yy W LL > 16 0 11 r • OVERLAP FASTENERS TYP. (SEE NOTE • 61 5 16 GAGE GALV. STEEL. XNGLE CLOSURE PIECE. 1^ x Z' ION. TO 2' • 5 MAX TENSION FASTENER • 12' 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING STRUCTURE . 12 (TYP TYPICAL "h" HEADER SCALE : 3' • 1' -0- 5.00' r 1 16 GAGE 1 GALV. STEEL GRADE 0 OPTIONAL LEG DIRECTION � 74 75 SOFFIT CHANNEL SCALE . HALF SIZE 1.00' SECTION I- 1 GAGE I GALV. STEEL 5.00' MAX. CLOSURE SCALE : 3' • 1' -0' WIDTH UNLIMITED (PERP. TO PANEL SPAN) 3 1 3 L ELEVATION 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS go 12 -1/2 0.C. (TYP) 1/4' MAX. L EXISTING STRUCTURE 9 TOP MOUNT © D OR DIRECT MOUNT FASTENERS (SEE PLAN VIEW L NOTE 61 FOR INSTALLATION W/ FASTENERS (A MIDSPAN 'F TRACK, STUDDED ANGLE. W/ STUDS (6) 6 -1/4- O.C. AND DIRECT MOUNTS W/ ANCHORS @ 6 -1/4' O.C. "h' HEADER 4 Imo. • SCALE : 3 • , - ° PRODU 4 9 1 ' s. / V GENFRAI NOTES, T I PROD/ CONTROL DIVISION BvILDING CODE COMPLIANCE OFFICE 1. .938' 1 GALV. STEEL GRADE D'OR ALUM. t - MIN. .065' KEYHOLE WASHER 14 STEEL TUBE SCALE . HALF SIZ. SCALE : HALF SIZE WIDTH UNLIMITED W I _ _I • r < 2 0 WI 0 NJ W L. C 21 (M K n a 0 =) < 4 0 L NK•L W F . 1 4' > N , BOTTOM MOUNT olD OR DIRECT - MOUNT 1 ACCEPTANCE NO. Q _► - o 1 0 S. 03 EXPIRATION DATE 0 12- /2' 2.000' - I 1.750 (PERP. TO PANEL SPAN) SECTION n "U" HEADER o4 1 ' 1 LIE} GA. (TYP) TYPICAL ELEVATION 0 r 1,0°0 BOTTOM MOUNT 00 OR OIRECT MOUNT FOR INSTALLATIONS W/ NO FASTENERS (m MIDSPAN. - F' TRACKS. STUDDED ANGLES. W/ STUDS (0) 12 -1/2' O.C. AND DIRECT MOUNTS W/ ANCHORS 40 12 -1/2' O.C. MAX. .25' 6063 -76 ALUMINUM S MAX ANGLE SCALE . 3' • 1'-0 16 GAGE GALV. STEEL 2'. 3'. 4' OR S' C )7'xrx 1 6GA STEEL. TUBE TYP. (OPTIONAL) SEE NOTE'S �� L I1 TYPICAL. . ELEVATION OPTIONAL 3/4' OVERLAP MIN. © IL GAGE GALV. STEEL ANGLE CLOSURE PIECE 1. ANGLE O SCALE : 3' • 1' -0 EXISTING STRUCTURE 1-1 /2 MN. SHEAR FASTENER 18 12' D.C. FOR OESK)N LOADS LESS THAN OR EQUAL TO 140 PSF AND 6 0.C. FOR OESION LOADS GREATER THAN 140 PSF. ° I .093' TYP. N1 l 1.50 - 1 ANGLE SCALE a 3 . T -0 {093' TYP. 1/4 S.S. STUD 6-1/4 O.G STUDDED ANGLE SCALE : 3' . 1' -0' THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7-98 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL It ..035') CONFORMING TO ASTM A446, STRUCTURAL QUALITY. GRADE C. WITH A MIN. Fy - 46.7 KSI, GALVANIZED IN IN ACCORDANCE WITH ASTM 060. ALUMINUM ALLOY EXTRUSIONS SHALL BE 6063 -76. U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOU.OWS. FLORIDA STORM PANELS. INC. OPA LOCKA. FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR Sl JNLESS STEEL WITH A MINIMUM Fy • 33 KS!. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE'MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED 114 PRODUCT TESTING. 7. " TOP & 8077011 DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A r x r x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2' BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONC131). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/ 1/ 20 x r BOLTS ITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATI FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS L TUBE ARE NOT REO ED. NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION O. 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202, AND 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -032 AND No. 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE 'STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED'. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE . D A • 9 : , 11• I c 1 BY .11 - 0 Ms.% PRODUCT CO. OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q6 -1)'7O 1.6 Z U_ o ( rW. Lai 0 - t/1 ut a u W V b NI N z nic u 0 S w wa r J w a. 2 1 ww 0 . 0 • 4 E. T. n 1 ea r A �r C O 4 i • 1 G X r 0 O X u 2 < a 0. 1. J r r z W 0 0 u 0 V. i r -� N (SCSI. As MOTE t rdeslgn by 1 WPC 11 • t u 0 4 N .6 v W N z Y r 0 4- 13 0 0 u Li z (/) J W: z Q. O O f.. to 0 D O J U. '9 o > < m • ▪ J O .d U. 0 N 0 Z .0, UM J • r. 4 Q o • o� (drown by 00 (chocked bl ' chocked Crowing no. • _ 95 -498 t Sheet SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR ^•STING STRUCTURE 02/27/97 12 39 TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP L BOTTOM O7 CONT. EXISTING STRUCTURE ANGLE TO WALL. DETAIL WALL MOUNT SECTION O SCALE : 3" - V -0' W000 FRAMING GLASS OR ODOR SEE MIN. SEPARATION FROM GLASS SCHEDULE 1 07 CONT. ANGLE TO WALL DETAIL TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP L BOTTOM WOOD FRAMING PANEL TO ANGLE DETAIL WALL MOUNT SECTION O . SCALE : 3" • V - 0' 1/4 -20 MACHINE BOLT & WINONUT (R 6 -1/4 O.C. OR 12 -1/2 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) V4 MAX. GLASS' OR DOOR r x 4" x .12S OR 1/4 -20 MACHINE BOLT 2' x 4" x .125' AL i WINONUT 6-1/4 0:C. OR TUBE OR Z' x 6 12-1/2' 0.5. USE STORM P.T. W000 PANEL LENGTH CORRESPONDING TO STUDS•SPACING (SEE TABLE 1) PANEL TO ANGLE DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE -\ ti SEE MIN. SEPARATION FROM GL SCHEDULE GLASS OR DOOR OcoNT. O O . SCALE : 3" . 1' -0" 4 . 0 • O Z Y SMEAR FASTENER \-- 4 (SEE ANCHOR SCHEDULE) TYP. TOP 3. BOTTOM EDGE DIST. 4 1/4 S.S. LAG LAG SCREW W/1..1/2"' PENETRATION INTO W000 2 - 1/4 - 0 x 4 -1/2' S.S. LAO SCREW et 24" 0.G MAX. W/ 1-3/4 PENETRATION IN CENTER OF STUDS EXISTING STRUCTURE 1/4 MAX 1/4 -20 MACHINE BOLT & WINONUT (B 6 -1/4 0.C. OR 12 -1/2- 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) • • — EXISTING STRUCTURE EDGE DIST. O B CEILING /INSIDE MOUNT SECTION SCALE : 3" = T -0" i THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OP THIS DETAIL. tS UNITED TO a 72 PSF. WALL MOUNT SECTION (BOTTOM) / 1/4-20 MACHINE BOLT i WINONUT ell 6 -1/4 O.C. OR 12 -1/2 0.5. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE EXISTING WOOD • STRUCTURE EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE GLASS OR DOOR EXISTING STRUCTURE SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR SCALE : 3' - 1' -0" EMBED. x SIDE CLOSURE REO'D. (SEE PLAN VIEW) SCALE : 3" = V -O- TENSION FASTENER - USE DIRECT MOUNT FASTENERS W/ KEYHOLE WASHER 13 OR SIDEWALK BOLTS. ANCHORS 02 6-1/4 O.C. MIN. OR 12 -1 /2 0.[. WHERE ANCHOR SCHEDULE PERMITS. 00 NOT EXCEED STORM PANEL LENGTH CORRESPONDING TO ANCHOR SPACING. SEE TABLE 1 (TYP. TOP & BOTTOM!. 0 TENSION FASTENER (SEE. ANCHOR SCHEDULE) TYP. TOP & BOTTOM .(DIRECT MOUNT) BY 1/4-20 MACHINE BOLT L W INGNUT ClIk 12" 0.5. TYP. TOP & BOTTOM ® OR 1/4 MAX. 1/4 -20 MACHINE BOLT O & . WINGNUT t 6 -1/4' 0.C. OR 12 -1/2" O.C. USE STORM TIONAL LEG PANEL LENGTH CORRESPONDING OP O TIONN TO STUDS SPACING (SEE TABLE 1) BUILD —OUT MOtI1,NT SECTION PRODUCT RENEWED ACCEPTANCE NO. i 1 ° l O 5°. 0 3 EXPIRATION DATE 0i /04- /Zoo BY /7 • - NTROL DIVISION BUILDING CODE COMPLIANCE OFFICl APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT a I L 10 I .• 17 WALL MOUNT SECTION PRODUCT C I ROL DIVISION BUILDING •CODE COMPLIANCE OFFICE ACCEPTANCE NO. CU - CAN) I • D Z O To > 0 L .2 A • V.J. KNEZEVICH U z to -J W z 0 F Cr 0 I'- V) 0 O 0 J LL s N > .nn Qm ▪ -1 O ,O U. 0 N 0 • P 3 YN ZO O Ifl J 0. 0 • a • O fra u M O 2: 4 Q • • • [design by 1(ch.ck.d by VAC of-wag n0. 95 -498 . sheaf 2 of 1 MUM 111•41.441.11111 4.4 I I ORrx4 "x.125' AL- TUBE (OPTIONAL/ - GLASS OR DOOR SEE MIN. SEPARATION % ' 1 SCALE : 1 -1/2 • 1 -0' •' FROM GLASS SCHEDULE O7 CONT. SEE ANCHOR SCHEDULE - L EXISTING STRUCTURE 1/4 -20 MACHINE BOLT L WINGNUT P 6-1/4' O.C. OR 12 -1/2 D.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) O SOFFIT MOUNT DETAIL SCALE : 3' a 1 ANGLE MAY VARY O ALT. CORNER,DETAIL L SCALE : 3 - Y -0' THREE 1/4'0 WOOD SCREWS W/ 2' MIN. EMBEDMENT. OR THREE WOOD BUSHINGS W/ r MIN. EMBEDMENT (TYP. AT EACH JOIST. TRUSS OR RAFTER O 24 O.C. MAX..) 2 x W000 JOIST, TRUSS OR RAFTER *12 SMS BETWEEN TRUSSES 0 24' O.C. MAX. 1/4' MAX. 2 x WOOD DECKING rxr1.12S' MN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 11 GAGE GALV. STEEL ANGLE W000 JOIST 1/4-20 S.S. BOLTS L WNGNUTS MIDPOINT OF PANEL SPAN OR Sr O.C. MAX- (TYPI EXISTING STRUCTURE O ALT. BUILD -OUT H MOUNT SECTION SCALE `131 1,2i• -0" INTERIOR FASTENING ANGLE ASSEMBLY SCALE • 1 -1/2' • V -0 PRODUCT RENEWED A C C E P T A N C E N O. 1 - 0 1 5. 0 3 EXPIRATION ATE O I / O 4 1.000 BY PRODUCTCbNTROL DIVISION BUILDING CODE COMPLIANCE OFFICE EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) V4-20 MACHINE BOLT & NUT 2r 0.C. (TYP. TOP i BOTTOM) 1/4' MAX. L 1/4 -20 MACHINE BOLT L WINONUT (m 6 -1/4' 0.C. OR 12 - 1/2 - O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) TENSION FASTENER (SEE ANCHOR SCHEDULE) 3/8"* HOLE FOR FASTENING PANEL 701 -1/2 x 1 -1 /r AL. STUD ANGLE EXIRTING STRUCTURE TENSION FASTENER (SEE ANCHOR SOCDUU ) SEE MIN. SEPARATION FROM GLASS SCHEDULE • d. OPTIONAL HANDLE LOCATION Q' x3 "x1 /4 -1-1/2 ALUMNUM ANGLE II 0 0 W SCALE : 3- • 1' -0 TENSION FASTENER (SEE ANCHOR HEDULE) 7 NEW STRUCTURE SEE MIN. SEPARATION FROM GLASS SCHEDULE SCALE : 3' a 1 - 0" 1/4■20 MAO(NE BOLT & WNGNUT $ 6-1/4' 0.C. OR 12 -1/r O.C- USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 0 NEW STRUCTURE DETAIL "F" TRACK CONNECTION .TO O "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL 1/4 -20 MACHINE BOLT L WINONUT 0 6-1/4 0.C. OR 12 -1/r O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 F} 0 CI lo Z © IN 5/e' STUCCO -6 a FINISH (LEG MAY -I' BE.REVERSEDI aid WIRE LATH MAY 0- _ BE USED AS TYPICAL X o REINFORCEMENT OVER <Ir LEG OF 'F' TRACK 2:I" 1 W 1 W 3/4 1 /4'f,( 1 -1/2' PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINONUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE/ STORM PANEL INTERIOR FASTENING (ISOMETRIC) ALUM. OR GALV. STEEL SPACERS AS REO'D (SEE ANCHOR SCHEDULE) .M111'1\111%1: 1- O 0 0 • r \ LQ(t ( vi I • (TYP) {�» SEE MN. iEP ARATION FROM GLASS SCHEDULE ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 3" a 1 - 0" E'x3'x1 /4'x1' -1 -1/2' ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1/4 - * RAWL CALK -IN W/ 7/0 MIN. EMBED. e rt IN CONC. 0 5' 0.C. OR 1/4'0 RAWL STEEL DROP -IN W/ r MIN. EMBED. IN CONCRETE • INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE • N.T.S. 1/4-20 MACHINE BOLT & WN GNUT 0 6- 1/4' 0.C. OR 12 -1/ 0.C. USE STORM PANEL LENGTH CORRESPONDING SPACING TO STUDS SPACING (SEE TABLE 1) TYP. TOP & BOTTOM WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG' OF 'F' TRACK •nv 0 I ALUM. OR GALV, STEEL SPACERS AS REO'D TENSION FASTENER (SEE ANCHOR SCHEDULE) r 0 2 0 0 W 2 0. X Z APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE ' c L • I " � DA BY PRODUCT CO DIVISION N BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO.QG) = of n I - 1) W 0 W I1 N -I 2 4 6 c c 0 0 r (.440 64 AZ 1 As (design by (( V.JC U z 1/7 J W z d 0 0 0 J LL 4 tu >Im T • • -JO a U. 0 P1 .0 P Y U1 J �O � s• • - v • • 0 Id u N a 0 S 2 W • J M 1- 2 W S 0 1- 2 0 v E r • • Id n (4 [ drown by l 00 (chocked b [ chocked driving n0. 95 -498 ehaat 3 of 4 STORM PANEL SCHEDULE POSITIVE DESIGN L0401W) (PSF) FASTENER SPACING SCHELJULE LOADS (INCHES) a Il ANCHOR �"" FOR STUDDED ANGLE5. T" TRACKS w/ STUDS p 6-1/4 0.C. I DIRECT MOUNTS W/ ANCHORS El 6-1/4 02. MAX. TOP & BOTTOM 7136101 °1 REQUIRED FOR VARIOUS DESIGN MAX. PANEL LENGTH (FT -IN) MAX. PANEL LENGTH (FT -(N) us Z j I- u X D UJ O ANCHOR TYPE LOAD 2" EDGE DISTANCE 3" EDGE DISTANCE (W) SF MAX. PANEL LENGTH (L) FT. MAX. PANEL LENGTH (L) FT. MAX. ' 5•-7" MAX 8 MAX. 11 -0 MAX. 5 MAX 8' -5 MAX. 1T -0" MAX. • 70.0 W/ 1 /4 - 0 RAWL 1 -3/8 MIN. NAIL -IN 72 6 6 6 6 s 6 6 6 6 6 6 6 EMBEDMENT 156 5 6 3 3 . 6 6 b 3 S 5 -10 230 4 5 N/A 3 N/A N/A 4 3 N/A v SIDEWALK Z 0 U BOLT W/ 7/8" MIN. !1f 1 /4 " 0 MEAD( 72 12.5 125 a 12.5 625 t L5 125 72-5 123 t2.S 12.5 EMBEDMENT 156 n 5 625 „1 4 .--- -------- 4 6.25 3 125 12 10 a a 6 3 -10 230 8 4 5 N/A 4 N /A//'' 10 e 7 S 5 4 N Z O o RR 1/4 - 0 TAPCON W/ 7 -1/2 MIN. EMBEDMENT ; ■UtItItI1t111111t111A111 72 12.5 125 10 11 7 a / 8 125 1L5 11 725 a J TI 4 5 156 7 7 4 S 3 L ....>/i s 7 230 4 S / N/A 3 / N/A N/w 5 7 / 3 5 N/A 3 1 W/ 4L20 TRUSS HEAD S. WASHER W/ 1 - 1/4" MIN. EMBEDMENT 31E all II,IIII11111111111� 72 12.5 12.5 7L5 12.5 12.5 12.S 12. 5 123 2.5 2 12.5 125 12.5 156 12.5 1L5 t2.5 12.5 11 11 .31 12.5 12-5 /tS 12.5 10 / 230 12s 72.5 to 9 7 :� 125 12.5 to 125 1 /4"e ELCO MALE 'PANELMATE" W/ 1 -1 /4" MIN. EMBEDMENT 91E 1111 72 1 12.5 12.5 12.5 2.5 2 123 12.5 125 1L5 12.5 125 12.5 156 12.5 12.5 12.5 125 11 11 12.5 125 12.5 725 it 125 230 12.5 12.5 10 9 / 7 7 / 125 72.5 / 10 12.5 / 7 t0 HOLLOW CONCRETE BLOCK W/ 1/4 "0 RAWL NAIL -IN 1 -3/8" MIN. EMBEDmENT 72 6 6 4 6 3 6 6 5 6 3 6 156 3 6 N/A N/A 3 4 6 N/A 6 N/A 4 230 N/A 4 i>4 N/A N/A NIA NIA 6 N/A 4 N/A 3 ' V_ SIDEWALK BOLT (3/4 MEAD! W/ 7/8" MIN. EMBEDMENT V 72 10 10 J 6.25 5 5 125 12.5 a 125 6ZS 10 4. 4 3 3 N/A N/A 6 9 I. 6 � / 230 / 3 N/A N/A N/4 N/A :„.:..---------6.25 N/A 4 N/4 3 1/4 "O TAPCON W/ 1 -1/2" MIN. EMBEDMENT ■11911IIW11 0 11 9111111 Ito-_ 72 a 11 5 7 4 S 9 1L5 6 /0 4 B 156 3 5 N/A 3 N/A N/A 4 7 N/A N /A - 3 230 N/A ] NIA N/♦ N/A N/A N/A S N/A 3 N/A N/A 1/4"0 WOOD LAO W/ 1 - 1/2" MIN. EMBEDMENT U ,111111111111111111111111111+► 72 6 6 6 6 6 6 6 6 6 6 6 6 156 6 6 4 L 3 6 6 6 4 } ;....:- 230 :,_1.../<----.. 6 N/A �� I. N/A :,....%<---. N/A 4 N/A / 5/16 BRASS 1/4 -20 SIDEWALK HEAD) W/ r 5 . E 1' WOOD BUSHING L BOLT 13/4"e MIN. EMBEDMENT 72 ::: 23 6 25 6 25 6.25 625 625 6 25 6.25 6 2S 625 625 156 6 5 4 3 3 N/A 6 S 4 . 3 N/A ` MM 230 4 3 N/A N/A N/A N/A „!..........„/ N/A N/ N/A N/A STORM PANEL SCHEDULE POSITIVE DESIGN L0401W) (PSF) W/ BOLTS 3./OR BARS AT MIDSPAN W/ SALTS &/OR BARS AT MEISPAN NO BOLTS OR BARS AT MIOSPAN BAR FOR ALL MOUNTING cONDMONS w/ STUDS p 6-V4" 0.C. FOR STUDDED ANGLE5. T" TRACKS w/ STUDS p 6-1/4 0.C. I DIRECT MOUNTS W/ ANCHORS El 6-1/4 02. MAX. TOP & BOTTOM FOR STUDDED ANGLE " TRACKS W/ STUDS p 12 -v2 0.C. L DIRECT MOUNTS W/ ANCHORS p 12 -1/2- 0.L MAX MAX. PANEL LENGTH (FT -INI MAX. PANEL LENGTH (FT -IN) MAX. PANEL LENGTH (FT -(N) 30.0 11 -0 11 -0. 8 - -8 40.0 11_0 11_0 8 -8 50.0 10 -6 10 -6 8 -8 60.0 10 -1 10 -1 8 -8 70.0 9 -8 9 -9 8 -a 80.0 8 - 9_5 8 -1 90.0 7 -a 9 -1 7 -2 100.0 6 -10 a - 9 6. -6 110.0 6 -3 8 -4 5 -10 120.0 5 -9 7 -11 5 -5 130.0 5 -3 7 - 5 -0 11.0.0 4 -11 _ 7 -4 4 -7 150.0 4 -7 7 -1 4 -3 160.0 4 -3 6 -11 4 -0 170.0 4 -0 6 -8 3 -9 180.0 3 -10 6 -6 3 -7 190.0 3 -7 6 -3 3 -5 200.0 3 -5 5 -11 3 -3 210.0 3 -3 5 -8 3 -1 220.0 3 -2 5_5 2 -11 230.0 3 -0 5 -2 2 -9 MIN. SEPARATION FROM GLASS SCHEDULE: . POSITIVE DESIGN L0401W) (PSF) MAX. PANE LENGTH (FT - I) MINIMUM SEPARATION FOR .INSTALLATIONS LESS THAN 30• ABOVE GRADE (INCHES( MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30 ABOVE GRADE • (INCHES( BAR NO BAR NO BAR. NO OVERLAP FASTENERS ALL CONDITIONS 40.0 5- 7 2 -1/4 2 -3 /e 3 -1/2 1 -1/6 8- 5 2 -1/4 2 -3/8 3 -1/2 1 -5/8 a- a 3 3 3 -1/2 1 -3/4 11 - 0 3 3 N/A 2 -7/e 50.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 a- 5 2 -1/4 2 -3 /e 3 -1/2 1 -7/8 0- 8 3 3 3 -7/2 1 -7/8 10 - 6 3 3 N/ 3 60.0 5- 7 2 -1/4 2 -3/0 3 -1/2 1 -1/4 8- 5 2 -1/4 2 -3/8 3 -1/2 2 e- 8 3 3 3 -1/2 2 -1/8 10 - 1 3 3 N/A 3 70.0 5- 7 2 -7/4 2 -3 /a 3 -1/2 7 -7/4 8- 5 2 -7/4 2 -3/8 3 -1/2 2 - 1/e 8- e 3 3 3 -1/2 2 -1/4 9- 9 3 3 N/A 3 02/27/97 12:42 ANCHOR NOTES. t MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES MALL FINISH OR STUCCO. 2. %MERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF W000 STUD. 3. ANCHORS SNALL 82 INSTALLED IN ACCOROANCE W(TM vent/ MANUFACTURERS RECOMMENDATIONS W/ MIN. EMBEDMENT INDICATED ABOVE. t. SIDEWALK BOLTS MAY BE SUBSTITUTED FOR 'TRUSS MEAD BOLTS (Py .- 60.000 )* SUITABLE FOR DIRECT MOUNT 0 6-1/4 OR 12-1/2 - SPAC1NG ONLY. SPACINGS NOT TO EXCEED VALUE SPECIPIED IN ANCHOR SCHEDULE. N/A + DO NOT USE ANCHOR. T A 3 L E 2 T A B L E 1 PRODUCT RENEWED a ACCEPTANCE No. 7 , - 0 /05% o3 EXPIRATION DATE O 11 O 41Z- Zo oC) BY PRODUCT C(S NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE S OUTH : ORIDA BUILDING CODE PRODUCT Cs ( • ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q 6 -(Y101 .0 Z N 2 X S 0 r 0 ENNIIII 11 111 tiCCRUMII a • V.3. KNE 7 tA~ t g cc V! d CA a oiC 415,g = Z V O T 2 N z z“0 0 g Y ^ o a Z 4 0 w 0 r z _ 0A O 0 f J S►.0. «w • U z 1n 1 W z Q 0 F- 1/) 0 0 LL .4 • In > m 4 IN v • O 0 14 0 04 0 • w Y zu O 10 r- a m (sc5le� `` Ai ( (design by 1 v.oc 195 9-1198 I (drown .by ` 00 l c/socked 01 vac dr onng n0. 95 -498 meat 4 at 1. COPYRIGHT 1997 KNEZEVICH ASSOCIATES. INC. revisions Owner of Building Architect Contractor or Builder Legal Lot Description Address of Building . MIAMI SHORES VILLAGE, FLORIDA BUILDING ❑ ELECTRICAL ❑ PERMIT N° 14881 PLUMBING [+'' ROOFING ❑ Work to he performed under this Permit u a� Signed • 4 • Subdi- vision Value of Project $ DATE 195 1'. Contractor's License No e BY ') Amt. of Permit $ f.� ' This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY