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948 NE 97 St (3)PERM APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 Date 49 Job Address glef 975 Tax Folio Legal Description Historically Designated: Yes No V 6 1 k. Master Permit # . c%"(z ' 3 - Phone 8(8 737 4 // )olOe Address f/� - / 1/ ‘ () 93 Owner /Lessee/Tenet /� Owner's Address 1 Contracting Co. Qualifier fa-A 7 State # Me 22 0 Municipal # SS# Phone Competency # � Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS 850.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one • BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING WORK DESCRIPTION: J / /.L ��i' ad! // / /' _Irti! Square Ft. Signature of owner and/or Condo President Notary as to Owner and/or Condo President My Commission Expires Estimated Cost (value) CPI WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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 all disciplines. OWNERS 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. Furthermore, I authorize the above named contractor to do the work stated. Date Signatu ontracto or Owner Builder 4 Date Date Notary as to Contractor or Owner Builder Date My Commission Expires FEES: PERMIT 61) .4ADON C.C.F O OV NOTARY BOND APPROVED: TOTAL DUE € Building Zonin Buildin .l J, Z Electrical Mechanical Plumbing Structural Engineer &c 66, Jul 09 02 08:23a Lijfrock Date Legal Description Owner/Lessee / Tenant PERMIT APPLICATION FOR MIAMI SHORES VILLAGE a Jth C q4f /1 c5t con>rac n Co. A1l o/il %><-ei //d 7 Address Q _75/14.67 �i - State # Cit5e 24 Municipal # Arch ect /Engineer Bending Permit Type (circle one): BUILD ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION !""' Square Ft 1 1 )- Notary as to Owner and/or Con 4 • r �: dent Date My Commissio? . reit MY COMMISSION 4r CC8 32oo WIPES November 26, 2003 BONDED rhsfl; i POY FAIN L'•;FY2 ^r INC FEES: PERMIT RADON C.C.F. Tax . Historically Designated: Yes Address aki..e d � Estimated Cost (value) /4 3057546336 p.1 Master Permit # CemPeteneY # Ins. Co. ✓ Address NOTARY BOND No Phone .S 757 ems/ phone 3 c2s a & Mortgagor Address ROOFING PAVING FENCE SIGN WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will ..'done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do ' ork stated. Notary as .) Contractor or Cti lder Raul P. Ma Date My Commission Expires: _ : , M Coumuissi Tres: t ;.AY C ' �' ;' • TOTAL DUE APPROVED: Zoning Building Electrical Mechanical Plumbing Engineering Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 8/7/2002 Applicant: NANCY Owner: COX JOB ADDRESS: 948 NE 97 Contractor ALL AMERICAN GARAGE DOORS INC Local Phone: NONE Parcel # 1132060143170 Signed: . Building Permit Permit Number: BP2002 -1378 COX •• NANCY , ST Contractor's Address: 8155 NW 93 ST Permit Status: Approved Permit Expiration: 2/3 /2003 Construction Value: $840.00 Work: REPLACING ONE GARAGE DOOR Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 5 BLK 77 LOT SIZE 9160 SQ FT OR Fees: FEE2002 -4394 FEE2002 -4395 Description Building Permit Application Fee CCF Total Fees: Amount $60.00 $0.60 $60.60 Total Fees: $60.60 Total Receipts: $0.00 If there Is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. 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. Signed: !� (INSPECTOR) � ) BY: 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 assUlne responisibility for all work done by either myself, my agent, servants or employes. (Contractor or Builder) BY: r Virgil R Llfrock or Diane N. L4jfroek 305.751 -8741 ' 10001 N.E. First, Avenue El Miami Shores FL 3y 8 = Pay To V, The O •er Of. • 3p l_/ij1■-1 11 • v BANK O'MERICA 02992 FL ACH 063100277 For 7 LL { / f 1 Jr/ 63 -2 L 140 $ 6d. 6 �a - 06-liars -liars el . WM. 414 AL/4 r , I:06 3 3,00 2 7 7i: 0031,343671090 0 L4 driveway 948 NE 97 ST Passed g U Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL one: (305)795 -2204 Fax: (305)756 -8972 'Inspection Number: INSP -1512 Permit Number: BP2005 -1537 Inspection Date: 12/07/2005 Inspector: Grande, Claudio Owner: LIJFOCK, VIRGIL & DIANE Job Address: 948 97 Street Miami Shores Village, FL Project: <NONE> Contractor: US BRICK I& BLOCK SYSTEMS Building Department comments Wednesday, December 7, 2005 Block: Permit Type: Imported Permit Inspection Type: Foundation Work Classification: <NONE> Phone Number Parcel Number 1132060143170 Lot: Phone: 954- 792 -0076 Page 2 of 2 Not as to Ow IEk1VMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Shores, Florida 33138.305- 795 -2204 Date Job Address `'� Tax Folio Legal Description Historically Designated: Yes No X Owner /Lessee/Tenet X \ Owner's Address `t`1 / fk-. R 7 sr Contracting Co. l/[1 Qualifier u SS# State # " L76 Municipal # IF THERE IS NO PERMIT PACKAGE At SSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE -Ih PECTION FEE IS 550.00 ° ND MUST BE PAID IN ADVANCE r cg WORK DESCRIPTION: Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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 all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that work will be done Inco regulating construction and zoning. Furthermore, I authorize the above named co s to ., a e wor stated. 61- (\ nature o owner and/or Condo Pr sident Date --• � D- ch `PS -3S- I 4c' -D 1 L AL ' Date e Pa NGELAM 137C'el '),, A 7 0 COMMISSION II' 1G±' . " 714 'r CC78669, 11 • ^ F NCV. 15 FEES: PERMIT RADON C.C.F APPROVEb: Zoning My Commission Expi Mechanical Phone Master Permit # P) P � !b 3 C Phone ? b$ — 75"r' - 7`,' Address 36 C - '1 � Y 9 Competency # Ins. Co. 'v s — W,VOA0K Estimated Cost (vale) ` Signature of Contractor or Owner Builder Date Notary as to Contractor or Owner Builder My Commission Expires NOTARY' '4 'O ° BOND TOTAL DUE all applicable laws Date Building 0 / C TI) Electrical Plumbing Structural Engineer Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6 /4/2002 Applicant: NANCY Owner: COX JOB ADDRESS: 948 NE 97 Permit Status: Signed: • • Approved Permit Expiration: 12/1/2002 Building Permit Permit Number: BP2002 -1030 qt COX NANCY ST Contractor MIKE WILSON Contractor's Address: 870 NE 122 ND Local Phone: 305 - 893 -1557 Parcel # 1132060143170 Legal Description: MIAMI SHORES SEC 3 PB 10 - 37 LOT 5 BLK 77 LOT SIZE 9160 SQ FT OR Fees: Description Amount FEE2002 - 3132 Building Permit Application Fee $60.00 FEE2002 -3133 CCF . $0.60 FEE2002- 3134 Notary Fee $5.00 Total Fees: $65.60 Construction Value: Work: 3 NEW STACK BOOTS CRACK TILES APPROXIMATELY 20 TILES CRACK $430.00 Page 1 of 1 Total Fees: $65.60 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling far another inspection. .y c •• 7 . 1 GZ. c, t1-42 �4 --Ave Re r COC Q `Gc...� Q. .ac 7— �Tc -C • `,(, S / ' This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device da P �// cured in the licatitm here strrct coniprgnceVith 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 e ployees. SPECTOR) BY: 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, se an r employes. Signe• =/ l / (Contractor or Builder) BY: • Miami Shore Village 1on5f N.E. 2nd Avenue Miami Shcrzs o F ror_ ida lttention: William Bradford Building Inspector Deer Sir: 1 This letter swill serve to advise you that Mr. and Mrs. William H. Cox of 948 N.E. 9? Street have our approval to place the condensing part of their central air conditioning unit on the East side of their residence. Very truly yours, Ze March 5, 1974 960 N.E. 97 Street Miami Shores, Florida 33138 LABEL LOCATIONS 0 0 125" (TYP) 5 00" MAX X 0 93" 12.00" COVERAGE 15.269" ALUMINUM O STORM PANEL SCALE : 1/4" = 0' -1" ALT. STUD DIRECTION-\ ? II co N 2.015" 0 0 1/6 -20 MACHINE SCREW STUD C1 6" OR 12" O.C. .125" (TYP.) 5.00" MAX O ANGLE 0 STUDDED ANGLE SCALE : 1/4" = 0' -1" SCALE : 1/4" = 0' -1" LABEL 537 ` LOCATION t -t 5.093" 1.0312 \\ IT X050" GENERAL NOTES: • 1. THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS. 3. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: MADDEN MANUFACTURING COMPANY POMPANO BEACH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 4. STORM PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE MIAMI -DADE COUNTY PROTOCOLS PA 201, PA 202, AND PA 203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORTS No. 96 -014, 00 -050 AND 01 -027. 5. ALUMINUM STORM PANELS SHALL BE 5052 -H32 OR 3004 -H34 ALUMINUM ALLOY, 0.050" THICKNESS. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 6. ALL FASTENERS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD STRENGTH. 7. FOR INSTALLATIONS 30 FEET OR LESS ABOVE GRADE, AN OPTIONAL 1" x 1" x 18 GAGE (t= 0.050" MIN.) STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM PROVIDED THAT THE PANEL SPANS USED ARE 104" OR LESS, AND THAT THE SEPARATION FROM THE GLASS IS 2" OR MORE BUT LESS THAN 3 -3/4 ". STEEL BAR MAY BE USED FASTENED AT PANEL OVERLAPS, AT MIDSPAN, WITH 1/4 -20 x 4" BOLTS AND DIE CAST ALUMINUM WASHERED WINGNUTS. SEE MINIMUM PANEL SEPARATION FROM GLASS SCHEDULE FOR REDUCED SEPARATIONS. 8. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 10.AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS STEEL TUBE & BOLTS ARE PROPERLY INSTALLED WHEN NEEDED ". 02/19/02 15:14 2 015" ).125'1 6.00" COVERAGE ALUMINUM a HALF STORM PANEL SCALE : 1/4" = 0' -1" ALT STUD DIRECTION 7a 18 GAGE (t= 0.050" MIN.) GALV. STEEL GRADE 4 01 0 0 1 1.00" , 0 00 : 93 "" TYP. 0 nV O Off.- . -. -.` N 1.1. 1 2.00" 1 1 2.00" 1 MAX.) O ANGLE O STUDDF '\NGLE SCALE : 1/4" = 0' -1" SCALE : ' 0' -1" . "II' • 7 X 375" =3131.660" .188" .375" R i 01 ��.215 .090" roj , m 1088" • 1TYP. m N m N r-i ml 2.063 "1j 2.346' 93" TYP. 1/4 -20 MACHINE SCREW STUD @ 6" OR 12" 0.C. 1.520" :500" I 1.090" • - I s A .150 j p .060" L 315" R SYM. .250" 0 0 0 O "h" HEADER SCALE :1/4" = 0' -1" r 0.125 TYP. " N 0 0 N 3.000" 3.375" MAX. 1 092" 1 .1 65" (TYP) }c 'T`" L�J 1 .650" 1320" y � 3 75" "F" TRACK 6 BUILD -OUT "F" TRACK SCALE :1/4" = 0' -1" SCALE : HALF SIZE N 0 O 0 N1 , 2.250" . (!) l R .250" 2. 063" "U" HEADER SCALE : 1/4" = 0' -1" .085" • inI ;n .21 _y ZAMAC WINGNUT SCALE : HALF SIZE Approved as comp))iog with the Fiorids Bntdio Code Dst 'S Z. NOAU - Miami Dade Prodact Coatrn! Division D /1 /1 / 890 " By t 500; I I I .090" 0 0.215' 090 .060 MAX. 2.250" V 1 125" ;650'lSQ. 1/6 -20 x 3/4" MACHINE SCREW .101" .120") I I .094" 125" i CP 062" N I O 1 2.020 "I 3a BUILD -OUT "U" HEADER SCALE :1/4" = 0' -1" X 375" - m .095 II 13'" 660" t?!IEL- 1/4 ° -20 x 3/4" ,D (T YP. ) j t . 1 88" STAINLESS STEEL STUD p 6 "OR12" c O.C. ALT. LEG 1 2.000" DIRECTION C .7 C . J "E" TRACK `, J s r A c • 1/4 = 0 . -1 .. 20 GA. GALV. STEEL (t= .038 ") ,RAOE 40 OR 0.050" ALUM ALLOY (3004 H34) KEYHOLE y WASHER SCALE : HALF SIZE OPTIONAL .r.) STEEL BAR 6 TRACK (FINISH) 13 ' C" TRACK 14 SQUARE HEAD MACHINE SCREW SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE O N.T.S 1.250" ro Y 2 Z-J � w Z "1 Q O O N O O c c N co .rM c to s 4 -° V.J. KNE PROFESSiG FL Li P t (Kaman nn o No: O 983 �ru2 03/06/01 - a.t.. 1 dr. - vn br AS NOTED A" dengn by cn.cl.ed Oyl V/R 1 VJK r Ora..Ing no. L sheet 1 of 10 I 1/4" MAX. CD WALL MOUNT 1/6" MAX. 02/12/02 09:53 EXISTING STRUCTURE J — W W Z Qm as � W o -J 1-n � O W= W N to xZ Q Ea J N EXISTING STRUCTURE `0© ()OPTIONAL _./ SEE GENERAL NOTE 7 © TRAP MOUNT WIDTH UNLIMITED • (PERP TO PANEL SPANI j I TYP. SECTIONS► I OPTIONAL STEEL ( BAR ON OUTSIDE li-C) OF PANELS - ! F SEE GENERAL '' NOTE 7 aYsi I L BOTTOM MOUNT L TYPICAL VERTICAL MOUNT ELEVATION N.T.S. (1' OPTIONAL SEE GENERAL I NOTE 7 - t ii TOP MOUNT IIPLAN VIEW EXISTING STRUCTURE -- 11 OPTIONAL SEE GENERAL NOTE 7--7 - - --J 1 /L" MAX. r{ FASTENER @ 12" 0 C., SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR 1 -1/2" MIN. 03 - OVERLAP -f, ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN TO 2" x 5" x .125" MAX. 1 © TRAP MOUNT Og O FACE MOUNT 4 -, -EMB TYPICAL CLOSURE DETAILS (PLAN VIEWS) SCALE 1 -1/2" = 1' -0" EXISTING STRUCTURE r @ OPTIONAL SEE GENERAL — _( NOTE 7 Z . O. W J z z a D 1.00" ; O S00' r a w cc Tr 300° 1.0 7 I , 625" 0 \ i a • (TYPICAL TOP & BOTTOM) Lmax. SEE STORM PANEL SPAN SCHEDULE TABLE 1 5+'OPTIONAL STEEL BAR ON OUTSIDE OF PANELS SEE GENERAL NOTE 7— PLAN VI I1a1 HORIZONTAL MOUNT ELEVATION N.T.S. 11 OPTIONAL SEE GENERAL NOTE 7, Td FASTENER @ 12" 0 C.. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR 81 BUILD -OUT ©OPTIONAL SEE GENERAL NOTE '1 OUTSIDE f 1 I i INSIDE 12" 0.C. TYP, SIDE M0UNT— 1 /L" MAX. ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 1 -1/2; , ( 2" x 5" x .125" MAX. MIN I //// i ! %� , / EXISTING STRUCTURE • TYPICAL BAR ATTACHMENT (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED) Approved as complying with ICo Florida Code Date 0 2 f t NOAM - 3• Mb& Dade Prod ad Control Divisio By 2 7 y Z uj C W G Z a Q O0 in 1- 0 O Uz Z f= W u 1- Q o _o 6 a O wa co cr z z W U >z Wti J N D w Z z NC • a V.J. KNE PP.O EN EER FL L - a rio: P ICS • •983 200Z 03/0G 0 Ise au dra by AS design ti ed bY�I !design � Ichet L` v /Kn I drawing no l I 00 -380 �_ sheet 2 - of - 10 -_.1 SEE TABLE 2 GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1" EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM EMBED. ANGLE TO WALL DETAIL GLASS OR DOOR CONNECTION "TYPE 4" EMBED. (TYP.) EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 2" 1 - - -} CONT. ! ▪ - 1a L 13CONT. PANEL TO ANGLE DETAIL E WALL MOUNT SECTION SCALE : 3" = 1-0" CONT. 1/4" MAX. --- 1/4 -20 MACHINE BOLT & WINGNUT (al 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104 " AND 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104". 3!CONT. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4" #314 TEK SCREWS OR 1/4-20 BOLT AND NUT p 12" 0.C. STAGGERED (TYP. TOP AND BOTTOM) 1/4 -20 MACHINE BOLT & WINGNUT p 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND dal 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". SIDE CLOSURE REQ'D. (SEE PLAN VIEW) BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" 1/4" MAX. GLASS OR DOOR EMBED. (TYP.) 3O CONT. GLASS OR DOOR 1/L -20 MACHINE BOLT S. WINGNUT (a1 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND p 6" O.C. FOR PANEL LENGTHS GREATER THAN 104 ". FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 3" EDGE DIST SEE TABLE 2 0 1a FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 3 CEILING /INSIDE © MOUNT SECTION SCALE : 3" = 1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 2" r1/2" O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM A pprmed as complying with the Florida Bu'diog Code Dote 2l Z. NOAHt'u1- 2 ,IA• Z Miami Dade Product Control DhL i By O d"•Ign by vJK r " - sars Au E 0 s 0 a 0 O 4 M i 0 4 0 0 - N • �n 3/06/01 V.J. KNEZE , H PROFESSION: :N NEER FL L C . n= = No: P 983 scale AS NOTED 2002 ( drown by AV cMckad 1 VJ KJ driving no. 00 -380 ( sheet 3 or 10 j 02/12/02 09 :53 • SEE TABLE 2 GLASS OR DOOR 1 1" x 4" x 0.055" OR 2" x 4" x 0.055" ALUM. TUBE OR 2" x 6" P.T. WOOD BLOCKING x THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO s 72 P.S.F. O WALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" THREE 1/4"0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. @ 24" 0.C. MAX. CONT. 4" x .250" ALUM. PLATE OVER WOOD MEMBERS SEE TABLE 2 02/12/02 09:54 GLASS OR DOOR Om FOR WOOD BLOCKING USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING (al 12" 0.C. FOR ALUM. TUBES USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED (ol 24" 0.C. MAX. & ONE 1/6"0 THRU BOLT W/ ACCESS HOLE (0 MIDWAY B.ETWEEN STUDS. TWO -1/4"o S.S. LAG SCREW (al 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS — #14 SMS BETWEEN TRUSSES (la 24" O.C. W000 ROOF TRUSS OR FRAMING MEMBER p 24" O.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. X m E J N SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" GLASS OR DOOR SEE TABLE 2 t— ut 0 WI EMBED. (TYP.) SCALE : 3" = 1' -0" FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1' (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY (al 6" OR 12" 0.C.. BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) SEE TAB • EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (TYP. TOP & BOTTOM) O WALL MOUNT SECTION (DIRECT MOUNT) THREE 1/4 "0 W000 LAG SCREWS W/ 2 -1/4" MIN. EMBED. (al 24" 0.C. MAX. PLACE ONE FASTENER THRU HEADER 1 "x4"OR1 "x6" .062" CONT. ALUM. TUBE (6063 -T6) #14 SMS p 12" O.C. BETWEEN TRUSSES (a 24" 0.C. GLASS OR DOOR GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHED. TABLE 2 v \,/ '\ 2 ' \ , )' 1 ' \ r 1\ L {CIE Cb. — EMBED. (TYP.) t 1/2" OR 3/4" MAX. ( 1/2" TO 3/4" ALUM. SPACERS (1" 0.D. 7/16"1.0.1 EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1" (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY @ 6" OR 12" 0.C., BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) (TYP. TOP & BOTTOM) Q WALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) SCALE : 3" = 1' -0" - _ ---- _ LACCESS HOLE (TYP.) SCALE : 1 -1/2" = 1' -0" ' W000 ROOF TRUSS OR FRAMING MEMBER (4,24" 0.C. MAX. II 3 CONT.� SPLICE DETAIL FOR BAY WINDOW APPLICATIONS STUCCO FINISH OR PLYWOOD SOFFIT x E 1/4" MAX. MAX. DESIGN LOAD = 56 P.S.F. © ALT. SOFFIT CONNECTION DETAIL SCALE : 3" = W J CO 1-- W W N x m E J NOAN(31 - 1 313 •rZ- Mi.ml Dade Product Control Div'b Dy G CONCRETE, HOLLOW HOLLOW BLOCK, OR WOOD , FRAMING 2" x 5" x 1/8" ALUM. PLATE (6063 -16) INSIDE EACH SIDE. FASTEN W/ 8 # 12 SMS OR 3/16 "o POP RIVETS EACH SIDE AS SHOWN (al 1" O.C. Approved as complying with the Florida Bolding Code DoteOS /2 /2C0Z r— FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5" CONT. L'-- 1/4 -20 MACHINE BOLT & WINGNUT (al 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". ;t—O'S SEE TABLE 2 NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. © WALL MOUNT DETAIL SCALE : 3" = 1' -0" GL "ASS OR DOO 1" x 4" 1 SEE TABLE 2 ALUM. TUBE 8 ,7 MAX. DESIGN LOAD = ±61.0 P.S.F. v AST NER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5" r BUILD OUT SECTION (TYP. TOP & BOTTOM) SCALE: 3 " =1' -0" c o > Yu 7 — uJ 2Q 1 0 Q2 00 0 u 0 FL LI PE • 8 i 1 i 0 V.J. KNEZ ROrfSSIUU • F.N(' CER on 0 No: 983 2002 3/06/01 E ste [Grown by S NOTED ( AV Oe. br Icn.ck.d b)j VJK ( VJKJ drawing no. 00 -380 sheet 6 of 10 EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 02/12/02 09:54 ANGLE MAY VARY OS SEE TABLE 2 GLASS OR DOOR 1/4 -20 S.S. BOLTS W/ WINGNUTS 24" O.C. MAX. (TYP.) , —NON- STRUCTURAL FINISH 6" MAX / MATERIAL BRICK OR WOOD OS 1 1 � , —ELCO (T.V.A.S.) PANELMATE FASTENER, SEE ANCHOR IIIIII / SCHEDULE BASED ON CONNECTION *TYPE 2" I!!! ., 11/2" 1/4 MAX. II II co IIII iD O ALT. CORNER DETAIL SCALE : 3" = 1' -0" (MAX. DESIGN LOAD 61 P.S.F.) ® WALL MOUNT SCALE : 3" = 1' -0" 1/2" 6" 6" 1/2" II .5 >A 1/4 " -20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" 2" x 2" x 0.125" CONT. TO 4" x 4" x 0.125" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE (MIN. t= 0.0478 ") GRADE 40. GALV. STEEL ANGLE 3/8 "0 HOLE FOR FASTENING PANEL 2" x 2" ALUM. STUD ANGLE GLASS OR DOOR- - SEE TABLE 2 STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 3" = 1' -0" SCALE: N.T.S. ii FOUR 1/4 "0 POWERS CALK -IN ANCHORS W/ 7/8" MIN. EMBED. IN CONC. ® 4" O.C. N 111 PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE iN I t 1/4 -20 S.S MACHINE L V . , BOLT AND NUT I c O.C. 1 O EDGE MOUNT DETAIL SCALE : 3" = 1' -0" 8" x 3" x 1/4" ALUM. ANGLE 1/4" -20 STUD W/ NUT @a 6" O.C. r 2 "x3 "x1/8" / ALUMINUM ANGLE 1 -1/2 4. ; 1 - 1 - 1/2" INTERIOR FASTENING ANGLE ASSEMBLY J. 1 Z �I Q i O.N a I F. x�I mZ E w. J J I (MAX. DESIGN LOAD ± 72 P.S.F.) x� ml r � 1EMB` 1/4" 0 POWERS CALK -IN • / ® 4" O.C W/ 7/8" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. 2 "x5 "x1 /8 "CONT. ANGLE 6061 -T6 ALUM. NOTES: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. GLASS OR DOOR— SEE TABLE 2 GLASS OR DOOR SEE TABLE 2- EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING 1 /2 "O THRU BOLT (ASTM A 325) © 12" O.C. ` ` l / 6"m POWERS CALK - IN (a1 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW \ (G1 24" O.C. W/ 1 -1/2" MIN. (MB. IN W000 L2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 OR 2 ' x 4" OR 2" x 6" P.T. WOOD BLOCKING FASTENER SEE ANCHOR SCHEDULE 7z- -� REFERENCE CONNECTION "TYPE 2" (' 1/4" MAX. - 11/2 MAX. / I/ U "PASS THRU" DETAIL U SCALE : 3" = 1' -0" NOTE: WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD OF 72.0 P.S.F. b d 1" x 2" 2" x 2" 2" x 4 2" x 5" ® HEADER MOUNT DETAIL SCALE : 3" = 1' -0" 1- z LU J Z Q a , 6 ? 2" x 2" x 093 "X ALUM. STUD E I 1;:1 t - 3/4" PLYWOOD 2" x 1." x 1/8" CONT. } ALUM. TUBE (6063 -T6) 1/4 POWERS CALK-IN 6" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/6"0 LAG SCREW (Gl 12" O.C. W/ 1-1/2" MIN. EMB. IN WOOD. (MAX. DESIGN LOAD s 72 P.S.F.) x 0.055" 6063 -T6 ALUM. TUBE A E -MAX. 1/8" TILE E 1 FINISH MATERIAL Approved as complying with the Florida Bolding Code D.tell3 /2l/ O2. NOAH 01 n 311.ta Miami Dade Product Control Div' - . n By 2 2 2 Dd Q 00 NN 0 0 V.J. KNEZE C PF,pc.ESSIO • NG:. Fn FL 1.1 . n X10: .F't •983 i • DTs 0 0 1 i M ° c w j Au at4C 13 2 Y 0 "1 b X U us 0 w 2 0 8 2002 . 3/06/01 l NOTEO,(drawn bAvJ design c .• n b V 1K 1 1 V1K drawing no. 00 -380 sheet 5 of 10 1 EMBED. 111 -1/2" MIN GLASS OR DOOR SEE TABLE 2 O ALT. TRAP MOUNT DETAIL SCALE : 3" = 1' -0" GLASS OR DOOR SEE TABLE 2 02/12/02 09:55 2" MIN. w J CO Q W w CONT. m E -J 1 '11a M B EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. 1/ 4"0 RAWL CALK -IN @ 4" 0.C. GLASS W/ 7/8" MIN. EMBED. IN CONC. OR 000R OR HOLLOW BLOCK 1/4" -20 STUD & WINGNUT, PANEL TO ANGLE CONNECTION ca 12" 0.C. FOR PANEL a 8' -8" AND 6 ' 0.C. FOR PANEL LENGTHS GREATER THAN 8' -8" DETAIL AE FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1" NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN h " HEADER OR " U " HEADER TOP MOUNT C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" 1" d SEE MIN. SEPARATION 1" x 2" FROM GLASS SCHED. 2" x 2" TABLE 2 2" x 4." x 0.055 "' 6063 -T6 ALUM. TUBE 2"x5` OR2x4OR2x6 P.T. WOOD BLOCKING /--SEE TABLE 2 E -J 1 1/4 "0 MACHO L O \\ BOLT @ 6" 0.C. \--1/ 4"0 RAWL CALK -IN g6" 0.C. W/ '7/8" MIN. EMBED. IN CONCRETE OR BLOCK NOTE: 1. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 2. W000 BLOCKING LIMITED TO MAX. DESIGN LOAD = 72.0 P.S.F. AB ALUM. TUBE BUILD -OUT SCALE : 3" = 1' -0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" MACHINE SCREW I WITH .675" x .675" x .125" QUARE 1 HEAD MIN. ® C -TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE 5/16" I.D. AND 1/2" 0.0. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) ( a GLASS OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT dal 12" 0.C.; OR @ 6" O.C. FOR PANEL LENGTHS GREATER THAN 104". (TYP. TOP & BOTTOM) FASTENER, SEE ANCHOR \ SCHEDULE REFERENCE \` CONNECTION "TYPE 3" --7 \ rill --7 \ 1— )` .' EMBED. \ .\/ j Y / Approved as complying with Ibc Florida BaWIng Code Dote 03/'x /WO2 NO001 0311'b2. Miami Dide Product Control D)yb)o By Z" x 3:' i 6 CONT.- I 2" x 4" x 1/8" 2 " x5" 6063 -T6 ANGLE & WINGNUT 112.C. 1 OR @ 6" 0.0 OR PANEL LENGTHS GREATER THAN 106 ", — NON STRUCTURAL P Y . TOP & BOTTOM) i lT L\ 2-1/2" r- EXISTING CONCRETE, 6 • HOLLOW BLOCK, OR W000 FRAMING STORM PANEL BUILD -OUT AC SCALE : 3" = i' -0" USE 12 R)WITH�. 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE HEAD FINAL LOCATION OF STUD B 1/4 -20 MACHINE BOLT NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. f a) —1/2" O.D. x 1/4" I.D. x 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT (TYP.)� V.J. KN H PPOftSSI ` IIINEtfl FL. c- -e No: 1. • • 0,1;83 03/06/01 AS [U Cravn bw y cnacaaa b 1 Ootign v ` viK drawing no 00 -380 1 sheet 6 of 10 1 FASTENER ANCHOR SCHEDULE FOR MAXIMUM SPACING (INCHES) REQUIRED VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR YP 0.050" ALUMINUM MIN. 2" EDGE DISTANCE LOAD (W) PSF SPANS UP TO 5 - 6" (SEE NOTE 1) SPANS UP TO T - 6" (SEE NOTE 1) SPANS UP TO 10' - 6" (SEE NOTE 1) MAX. (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 S CONCRETE g ~ 1/4 ". ITW TAPCON two) ELCO TAPCON 1 4" MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 48 12 12 12 12 12 12 12 12 12 11 12 9 10 12 8 62 12 12 12 12 12 12 11 11 12 9 12 6 8 12 6 67 12 12 12 11 12 9 10 12 8 12 6 8 12 6 OR W/ 72 12 10 12 8 9 12 7 12 6 8 12 6 92 12 • 8 12 6 8 t2 6 t2 6 8 t2 6 112 12 6 12 6 8 12 6 12 12 6 6 8 12 12 6 6 200 12 6 12 6 8 12 6 8 * Irnn11111 llllllllll•�1 > * Alltlllllt At> 1/4 ^m ELCO HALE/ FEMALE "PANELMATE" W/ 1 -3/4 MIN. EMBEDMENT b 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3.000 P.S.I. CONCRETE) 4 8 62 12 12 7 6 12 12 11 " S 8 6 12 12 12 9 6 ' 4 12 ' 7 4 3 67 12 5 12 4 6 12 4 9 4 7 3 72 12 8 12 5 11 4 5 11 3 9 . 4 7 3 92 12 4 4 9 4 7 3 9 4 7 3 112 10 3 3 9'' 4 7 3 3 9 9 \ 4 4 7 7 3 3 )0 - 1 3 9\ 4 7 * i 1111111' 1 /4 "a POWERS W/ 7/8" EMBEDMENT b 1/4 - 20 STAINLESS STEEL MACHINE (MIN. 3.000 P.S.I. 1� CALK SCREW CONCRETE) - IN 8 12 12 12 12 12 12 12 12 10 9 12 8 62 12 12 12 12 11 9 12 9 12 6 7 12 6 67 12 12 11 12 10 9 12. 8 12 6 7 12 6 72 12 11 11 12 8 8 12 8 12 6 7 12 6 92 12 9 8 12 6 1 12 6 12 6 7 12 6 112 12 7 7 12 6 7 12 6 12 6 7 12 6 200 12 7 6 12 6 7 12 6 12 6 7 12 6 Q (MIN. 48 12 12 8 12 12 10 12 5 12 4 7 12 4 62 12 10 6 12 5 7 12 4 10 3 5 8 - q 1 /4 "m POWERS RAWL NAIL -IN W/ MIN. EMBEDMENT 3,000 P.S.1. j1 ZAMAC 1 -1/8•' CONCRETE) 67 12 9 5 12 4 7 12 4 10 3 5 8 3 72 12 9 12 5 12 4 6 12 3 10 3 m 8 8 92 12 7 12 4 10 3 5 8 3 10 3 112 10 5 9 3 10 3 5 8 3 10 3 5 8 3 200 10 5 8 3 10 3 5 8 3 10 3 5 8 3 Al 1/4 DYNA80LT ANCHOR (MIN. 3.000 48 12 12 12 12 12 12 11 12 9 12 7 7 12 6 62 12 11 12 9 12 9 8 12 7 12 12 4 6 4 6 12 12 5 5 aim- 6 12 10 12 9 12 7 7 12 6 •0 ITW RED HEAD SLEEVE W /I - 1 /8" MIN. EMBED. P.S,I. CONCRETE) 72 12 10 12 8 12 6 7 12 6 12 4 6 12 5 92 12 7 12 6 12 4 6 12 5 12 1 . 6 12 5 112 12 5 6 12 5 12 4 6 12 5 12 4 6 12 5 200 12 4 12 5 12 4 6 12 5 12 4 6 12 5 (MIN. ASHLEY SCREW CONCRETE) 48 12 12 12 7 12 11 10 12 5 12 9 9 9 9 9 9 4 7 \ � 5 I 5 I _` CI 5 . 1 5 � 5 \\ 5 ° I ° I V11 N I N i ✓1 12 7 7 _ 7 - ._ - • 7 7 7 4 3 3 __ _ 3 3 3 62 12 12 12 10 A 12 6 5 12 12 5 4 7 7 12 12 4 4 �t�nI111t�t�1tltiit�� 1 /4'•m QUICK -SET MIN, WITH 3.000 P.S.I. 67 72 12 8 5 11 4 6 11 3 92 12 10 9 4 3 7 5 5 4 3 3 9 9 9 \ � \ • 5 5 5 7 7 7 3 3 3 112 200 1/ 4' DROP SIDEWALK HEAD) MIN. (MIN. 3,000 ll: iiii ` 0 POWERS RAWL -IN b 1/4 - 20 BOLT 13 /4"m w/ 1 - 1/4•• EMBEDMENT P.S.I. CONCRETE) 4 8 12 12 12 12 12 12 12 12 12 12 12 9 12 11 6 2 12 12 12 12 12 12 12 12 12 12 12 12 10 10 12 12 11 11 12 12 7 7 7 7 12 12 8 8 67 72 12 12 12 12 12 12 12 11 —.— 7 9 7 12 12 10 ___ 8 12 "•"' 12 7 7 "_ -•'-- 7 7 12 "" 12 8 •-' 8 92 12 12 9 12 10 112 12 8 8 12 9 12 7 7 12 8 12 7 7 12 8 200 12 7 7 12 8 12 7 7 12 8 12 7 7 12 8 ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. ka u • T revisions .1 0.050" ALUMINUM & ASSOCIATES, INC. CONSULTING ENGINEERS • PRODUCT TESTING .�r ; no d•l• lerl d..otIon STORM PANELS 0 0/OUOiviq PAE V. OR•WIN4 Nn. 11.110 1 KNEZEVICH UNIVERSITY DRIVE, SURE 180 • FOLAUDEDALE. FL • • WBSITTE WWW .KNE2YICH.001I• AANL• CH.COM . ovt7iotL•.00 TESTwG 1 sc[0 C0P0 NTS 1l� //G N. �X1 N }( :t FDTCCCO Ro•e � FL Mei . IM an F(lf 6O-C%1 ~ /11i02 I T w I . f ropRIGHf C 2001 KNEZEVCH 8 ASSOCIATES. IN 1 -- I I [mow PANELS • RACW PRODUCTS l I I t ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. ka ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE SPANS UP TO 5' - 6" (SEE NOTE 1) SPANS UP TO 7• - 6" (SEE NOTE 1) SPANS UP TO 10' - 6" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 HOLLOW CONCRETE BLOCK t' 1/4 1 " 1 /4 "m ITW TAPCON OR "a ELCO TAPCON W/ - 1/4" MIN. EMBEDMENT 48 12 12 9 12 5 12 8 7 12 3 8 6, 3 5 3 5\ 5\ 5 5 5 S •�\ 62 12 10 7 12 4 9 3 5 9 3 67 11 7 6 11 3 8 3 5 8 6 6 6` 6 6\ 3 3 3 3 3 11 5 6 11 3 8 4 8 S\ 5\ 5'N \ 72 92 112 8 7\ 3 5 4 8 6 6, 6 \\ 3 3 200 6 \\ 3 5 \\ 6 \ 3 yc gmanljllvm 48 12 12 12 12 8 12 12 10 12 6 12 5 7 12 4 62 12 12 10 12 6 12 6 7 12 4 10 3 5 8 3 67 12 11 9 12 5 12 5 7 12 4 10 3 5 8 3 9`' 72 12 9 9 12 5 12 4 6 12 4 10 3 5 8 3 1/4 - 0 ELCO MALE/ FEMALE '•PANELMATE" W/ 1 -1/4 MIN. :MBEOMENT A. 1/1 MACHINE sCREw WITH NUT 92 12 4 7 12 4 10 3 5 8 3 10 3 5 8 3 112 10 3 5 10 3 10 3 5 8 3 10 3 5 8 3 200 10 3 5 8 3 10 3 5 8 3 10 3 5 8 3 1/4"0 W/ 7/8" b 1/4 STEEL 1‘51‘ POWERS EMBEDMENT - 20 STAINLESS MACHINE CALK SCREW I - IN 48 12 12 10 12 6 12 10 7 12 5 11 4 5 11 3 62 12 12 8 12 5 12 5 5 12 3 8 , 4 6 \\ 67 12 9 7 12 1. 11 1. 5 11 3 8 4 6 \ 72 12 7 6 12 4 10 3 5 10 3 \ �\ 8 8 8 8 1 4 4 4 4 6 6 6 92 11 4 5 11 3 8 8 \\ `` �� 4 4 4 6\ 6 6 112 \ 4 4 8\ 6\ 8 2 0 0 8 \\ 6 .8 12 12 10 12 5 11 7 7 11 3 8 5 8 \\ i2 12 9 7 12 4 9 3 5 5 4 4 4 4 9 8 7 5\ - ;I CO ) r f U H \\ \ . 6 6 6 6 6 1 6 4 4 4 5 5\ 5 L—N, ` \. I � 67 11 7 7 11 • 3 8 3 ( 1/4 "0 POWERS RAWL ZAMAC \ JAIL -IN 1 /6' MIN. EM2 TENT I2 10 5 3 6 5 10 8 3 7 6 6\ \\... i2 _— 12 4 — 4 4 5 N M U1 4 6 00 \ 4 5 6 h \ IA 1/4"m OYNABOLT ANCHOR 48 12 12 8 12 6 12 10 6 12 4 10 4 10 3 62 12 12 6 12 5 11 4 4 11 3 8 3 6 1l{I111111 -••� 67 12 12 9 6 12 4 10 4 4 10 3 8 3 6 ITW RED HEAD SLEEVE W/1 - 1/8" MIN. EMBED. 72 7 5 12 4 9 3 4 9 3 8 t . 3 6 92 10 3 4 10 3 8 \\ 3 3 3 6\ 6 � 6 \ \\ 8 8 8 \ \ 3 3 3 6 6 6 \ \, . . 112 8 8 �-� �\ \ 3 3 7 6 - \ 8 8\ �. \ 200 {�{ t 1►,k`kAlI` »„»�'� � _' _4 8 _62_ 67 _ 72_ 92_ 112 200 12 1 2 12 12. 12- 10 9 12 12_ 12 10 12 12 ' 12 12, 12. 11_ 9 9 _ 9 • =1 41 4l:/!1 O_ , 7 _ .�... 6 5_ 5 ' 5 12 12 J.Z.. ,11 7 7 7 lA; J H m l 12_ 9_ 9.. 9 9 9 9 l 1 mi m, ' 12 _ 7 7_ 7 .- 7 7 7 me m I m i 10 9 8_, 9 _ 4 7 3 5 \.\• 5 12 12_ 1 2- 9 7 -- 1/4 "m ASHLEY QUICK -SET SCREW WITH MIN. EMBEDMENT EM EOME KNEZEVICH & ASSOCIATES, INC. CONSULTING ENGINEERS • PRODUCT TESTING 1260 N. UNIVERSRY DRNE. SUITE 160 • FORT LAUDERDALE. Ft 30122 TEL (964 62.2600 • FAX: MA) 362.2989 • FLORIDA COA 41205 WE8SITE: WWW.KIJEZEVICH,COM • E-MAIL KMILKNELEVICH.COM COPYRIGHT 0 2001 KNEZEVICH & ASSOCIATES. INC. revisions b A••c•tO ft MASA00 TESTING A NCO Calming 4•t• 0)/61/01'VJ PREY. DRAWING Na. )A -11O 0 1/17/07 �• 0 0 J 02/10/02MA>( ' COUNTY CONSENTS 1 a ANCHOR NOTES: 1, SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. 0.050'• ALUMINUM STORM PANELS I MADDEN �� Pcrtoao Beath fl a Phoe 195 -204 Manufacturing (2(65()460 -C`61 STORM PNtELS • P,4T6.V PRCOLCTS 10011110C�dTAGtGI.'..�1 ka FASTENER ANCHOR SCHEDULE LOADS AND SPANS MAX. SPACING (IN.) REO'D FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 7' -6" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION _1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 000,,,, 1 = 4 8 12 12 12 12 12 12 12 10 12 11 12 9 7 12 8 6 2 12 12 11 12 12 12 11 8 12 9 12 6 6 12 6 67 12 12 10 12 11 12 9 1 12 8 12 6 6 12 6 1/1. x MIN. 3" LONG LAG SCREW W/ MIN. 2 " EMBEDMENT SMEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 72 12 12 9 12 10 12 8 7 12 7 12 6 6 12 6 92 12 9 7 12 8 12 6 6 12 6 12 6 6 12 6 112 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 200 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 4 8 12 12 11 12 12 12 12 8 12 11 12 9 6 12 8 62 12 12 9 12 12 12 11 6 12 9 12 6 4 12 6 IIMAI 1111 67 12 12 8 12 11 12 9 6 12 8 12 6 4 12 6 72 12 12 7 12 10 12 8 5 12 7 12 6 4 12 6 7/16 "0 W000 BUSHING W/ 5/8" MIN. EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE SCREW 92 12 9 6 12 8 12 6 4 12 6 12 6 4 12 6 112 12 6 5 12 6 12 6 1. 12 6 12 6 4 12 6 200 12 6 4 12 6 12 6 4 12 6 12 6 4 12 6 @ 1 liplltll{umu ui 48 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 6 2 1 2 12 12 12 12 12 12 11 12 10 12 6 8 12 7 67 12 12 12 12 12 12 11 10 12 9 12 . 6 8 12 7 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -7/8" MIN. EMBEDMENT b 1/4 - 20 MACHINE SCREW WITH NUT 72 12 12 12 12 12 12 9 10 12 8 12 6 8 12 7 92 12 10 10 12 9 12 6 8 12 7 12 6 8 12 7 112 12 7 8 12 7 12 6 8 12 7 12 6 8 12 7 200 12 6 8 12 7 12 6 8 12 7 12 6 8 12 7 02/19/02 15:18 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN, 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENOATIONS. 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. E. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT ez 6" O.C. OR 12" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED iN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. *10. 4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF Q KEYHOLE WASHERS ARE USED. Approved as complying with the Florida BaidiaC f ?. Date • 2 NOASO as Cooitol Miami Dade Rod Divis By .0 zcn y W N h W� z 0 0 U 0 Vf 40 Q z = 2 W " N , Ww z z Y 2 n Q � a a cr 0 0 to 0 O 0 (n a • 0 4 r I 0 0 u 4 2 P. Q V.J. KN PROFESSIO FL Li No: PE ! '• • 983 44 Al• AS NOTED EER 03/06/01 drer by AV (O..ign by ) ghetl .d byj 1 VIK J V $KJ dr.rina no. 1 00 -380 J sheet 9 of 10 1 1 r KNEZEVICH & ASSOCIATES, INC.I CONSULTING ENGINEERS • PRODUCT TESTING 1260 N. UNIVERSITY DRIVE, SURE 160 • FORT LAUDERDALE, FL 1722 TEL (96+) 382-2800 • FAX: (9541382-2989 • FLORIDACOA 19206 WEBSITE: WW W.KNEZEVICH.COM • E -MAIL' 1049 OOIEZEVICH.COM (COPYRIGHT 0 2001 KNEZEVICH & ASSOCIATES, INC. FOR ALL MOUNTING CONDITIONS m /10 /m 14.7n NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax.). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPT ABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. ABOVE SCHEDULES 1 & 2 ARE FOR USE WITH .050" ALUMINUM STORM PANELS ONLY. Approved as complying with the Florida Balding ode Dote ( aOo NOM c ) .. p Miami Dade Product Control Divia By 00 -380 (" V.J. KNEZ J H PROFESSIO •_13,' NEER FL L ` 0983 o No: 9 2002 03/06/01 drawn by aS NOTEO�� ♦V 1 a..iin y ch.ck•d o V e J! J1 V JK drawing no. sheet 10 of 10-1 ALUMINUM STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD W (PSF) FOR ALL MOUNTING CONDITIONS 1 L MAX. (FT -IN) 30.0 10 - 6 35.0 10 - 4 40.0 10 - 0 45.0 9 -8 50.0 9 - 5 55.0 9 -2 60.0 8- 9 62.0 8 - 7 65.0 8- 5 67.0 8 - 2 70.0 7 - 10 72.0 7 - 7 75.0 7 -3 80.0 6 - 10 90.0 6 - 1 100.0 5 - 6 110.0 5 - 0 112.0 4 - 10 120.0 4 - 7 130.0 4 - 2 140.0 3 - 11 150.0 3 - 8 160.0 3 - 5 170.0 3 - 2 180.0 3 - 0 190.0 2 - 10 200.0 2 - 9 m /10 /m 14.7n NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax.). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPT ABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. ABOVE SCHEDULES 1 & 2 ARE FOR USE WITH .050" ALUMINUM STORM PANELS ONLY. Approved as complying with the Florida Balding ode Dote ( aOo NOM c ) .. p Miami Dade Product Control Divia By 00 -380 (" V.J. KNEZ J H PROFESSIO •_13,' NEER FL L ` 0983 o No: 9 2002 03/06/01 drawn by aS NOTEO�� ♦V 1 a..iin y ch.ck•d o V e J! J1 V JK drawing no. sheet 10 of 10-1 ALUMINUM STORM PANEL MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 1 BAR NO BAR NO BAR 30.0 3- 0 2 3 1 -1/8 4 - 0 2 3 1 -1/4 5- 0 2 3 1 -1/4 7- 0 2 3 1 -1/2 8- 8 2 -1/8 3 2 -1/8 10 - 6 3 -3/4 3 -3/4 3 -3/8 40.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -5/8 8- 8 2 -1/2 3 2 -1/2 10 - 0 3 -3/4 3 -3/4 3 -1/2 50.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -3/4 8- 8 2 -3/4 3 2 -3/4 9- 5 3 -3/4 3 -3/4 3 -5/8 60.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -7/8 8 -8 3 3 3 9- 0 3 -3/4 3 -3/4 3 -1/4 70.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/1. 5- 0 2 3 1 -3/8 6- 0 2 3 1 -7/8 7- 0 3 3 3 8- 8 3 -3/4 3 -3/4 3 m /10 /m 14.7n NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax.). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPT ABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. ABOVE SCHEDULES 1 & 2 ARE FOR USE WITH .050" ALUMINUM STORM PANELS ONLY. Approved as complying with the Florida Balding ode Dote ( aOo NOM c ) .. p Miami Dade Product Control Divia By 00 -380 (" V.J. KNEZ J H PROFESSIO •_13,' NEER FL L ` 0983 o No: 9 2002 03/06/01 drawn by aS NOTEO�� ♦V 1 a..iin y ch.ck•d o V e J! J1 V JK drawing no. sheet 10 of 10-1 ITEMS SUB CONTRACTORS & SUPPLIERS NAME & ADDRESS 1, Architectural Fee lans ,, �,, 2, As•halt walks drives. etc. • 3. Cabinets - Bath Vanit ,, r 4 0 Cabinets - Kitchen WaggiNNIMINERIVERMAIMMINA 5. Cabinets - Medicine O 4,,. 6. Cabinets - Unit Closet /..'ar.c.. 7, Cleanin: MINIIIIIIIIIMIIIIIIII 8. Clearin. Site ,t> -., 9. Concrete - Foundation, Slabs, Beams IIIREINIMMOMMINOMMIEffill 10, Concrete - Walks drives •etc, 11, Contractors Fee —.-- 12, Electric Fixtures IIMIMINNIEFERZNEMAral IMO i .- 13, Electric I Iirin: 14. E• ui.ment Rental 15, Excavation 4,, /l- lA • 16, Fill for S1-• .., - G 7/o tew 3a . 17, Floors ®Finish wood & kitchen G - .• . , 18, Floors - Terrazzo /v5= - 19. Gara:e Doors Illffillarrilill 20. Glass Slidin: Doors' IIIIIIIIIIIIMMIEIIIIMIIII 21, Hardware - Finish A. a C i -o, 4?' . . a s 22. Hardware - Rouh A' .e 44. ,, t , , , �!/ 23, Heatin: 24, Insurance - Liabilit cm.. bond . .. v 25. Labor - Pa oll 6, Labor - Contract 27, Labor - Contract ag 28, Landsca•in. Fill. Gradin: 4 : .„ ®cam _ - z 29. Lath Plaster . Stucco .e - , .: — AA ,...., i 30, Lumber All y j, , f p u= . 2_ s 31. Masonr Labor : „ , - �• �a ter 32. Masonr Materials. Block 1.1. 33, Millwork Hi o /"'n,,_ Sri , 3019 F_ '7 . 34, Miscellaneous 35. Ornamental Iron Work 11111111111111111111111110111111111111111111111111111111111111 f." 36, Oven & Plate - Built. - in 37, Overhead 38, Paintin: 39, Permits. Tem•ora Power A/ Ft .. 40, Pi1in: Foundation 41. Plumbin: Com fete 42, Pool - Swimmin 11111111111111111111111111 S4 ,/_ 43, Roofin & Sheet Metal Work M,, [IT'' , i/a - a ,• , ,,, �t - 44 Roof Trusses - Pre -fab, 45. Screen. Enclosures Ali p--e..- 46. Se. tic Tank or Sewera:e • f a SQ 2, o G> / fl ,_,. _ _ • 47, Shower or Tub Enclosures 48, Steel - Reinforcin: & INIMMIIIME Q, Fo AW . 14.4. ,, „ � . , 49, Su•ervision 1111.111MM 50, Surveys 51, Tile & Marble 52, Water - Public INIIIIIIER 53, Water - Well & Pum• , Ar�- 54. Windows - Glazin: & Screens `' I' jL. - , Bo - ixic / s 55, Window Frames - Concrete Li4 SIGNED Prior o a final inspect n this application must re filled out; if sub contractors have failed to take out permits the general contractor shall be responsible for the permit and fee. final inspection must be made prior to the release to Florida Power and Light Co, and th issueance of a certificate of occupancy. OWNER (, 14/in, JOB ADDRESS 7e � 7 BLOCK 7 7 SU B, �j%i�i -n• `�� .y�? S'e S BUILDER /% e, kens .1 DAY LABOR (CONTTR.A DATE y 19 7 CONTRACTOR MIAMI SHORES VILLAGE APPLICATION FOR FINAL INSPECTION • TOTAL