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SHUTTERS
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 3 " 10' Ob Job Address 5 . 514 1 � E q2 STOISs a'ax Folio / 1 5 a o (, 6 l l / ? 0 / Legal Description Historically Designated: Yes No ✓ / Tenant &Ari Master Permit # Owner's Address 53L} Nc- SA- Phone Contracting Co. C14 ti TEIZ, S ?Los t 11 Address SS 3 S 1 .‘ 3 & Qualifier O.S'E$1,t 1\ . S44004 s SS# Phone Municipal # Competency # 1 U aS wV i 7 Ins. Co. 0 N F` ' L i/J/10 J State # Architect/Engineer k74 Address Bonding Company N /A Address Mortgagor • 7. 4 Address Permit Type (circle one : BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN I WORK DESCRIPTION r n a" t 0 . IN STRL [-to 12 L/ CIM-A)E S T Square Ft. J V / Estimated Cost (value) cii=a ) 00 cl 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be do in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to d Signs .aw yay(� SION # C�907353 EXPIRES ruary 2, 2004 RU TROY FAI NSURANCE, INC Date All +;r !1 ..,. • .. ��' d �`� Date "`�: "' _ tl 4L91GI n „ ABII�ft1�i53 E XPIRES `_ ` February 2, 2004 • • BONDED THRU TROY FAIN INSURANCE, INC. for or Owner- uilder Date My Commission Expires: 2- Zg -o© Notary as to Owner and/or Condo -dent Date Notary as to Contractor Commission Expires: FEES: PERMIT RADON C.C.F. NOTARY BOND Jc5 7ti. i =Z APPROVED: TOTAL DUE Zoning Building ql 0 40 Electrical Mechanical Plumbing Structural Engineer l oos o 2 Amt= ...�. MiAM.% Sµ4:1RSS FL. 3 3 %b MADDEN MANUFACTURING CO. INC. Ixxi N w 22ND 6TIiEE'!'.. ..POMPANO BEACH FL 33469 iiUI)272 207I/FAX • ' (.7 To it may concern: • We are the authorised manufacturer of MADDEN MFG: STORM PNLS. BINDER PRODUCT, CONTROL NUMBER 96- 0520.02 THIS LETTER AUTHORIZES SHUTTERS PLUS; INC.' TO IJS1 OUR ABOVE NAMED PRODUCT IN ACCORDANCE WITH APPROPRIATE COUNTY CODES. IN ADDITION,.. ALL PRODUCT APPLICATIONS ARE TO BE STRICTLY ADHERED TO. ALWAYS REFER TO SUBMITTED ENGINEERING. ADD. CONTRACTOR , carawsmaempaemposwirli NAM SHIITTwTl Q pl.TI' . Tan 8535 NW 56 Street I1 Y /Zip M ianni , 6 F . 331 66 BUILDING DEPARTMENT • 108 LOCATION NAME \*. N l<14 ADA �3L: N 2 ST, CITY /ZIP k 1 S u&e 5 BETTY KHAN'S residence 534 NE 92 Street Miami Shores, FI. 33138 4 2 1 E 1 1 I no no no no no 14 / 13 OPENINGS 1 -14 (expressed in inches) 1 38 X 52 .050" Alum Panels w /tracks 2 75 X 52 .050" Alum Panels w /tracks 3 38 X 52 .050" Alum Panels w /tracks 4 38 X 52 .050" Alum Panels w /tracks 5 38 X 52 .050" Alum Panels w /tracks 6 75 X 52 .050" Alum Panels w /tracks 7 111 X 51 .050" Alum Panels w /tracks 8 75 X 52 .050" Alum Panels w /tracks 9 38 X 39 .050" Alum Panels w /tracks 10 38 X 39 .050" Alum Panels w /tracks 11 20 X 39 .050" Alum Panels w /tracks 12 75 X 52 .050" Alum Panels w /tracks 13 75 X 51 .050" Alum Panels w /tracks 14 38 X 83 .050" Alum Panels w /tracks i 9 12 10 11 Garage... to be done in future 0 BETTY KHAN'S residence 534 NE 92 Street Miami Shores, FI. 33138 4 I r r no no no no no 14 / 13 9 2 1 12 OPENINGS 1 -14 (expressed in inches) 1 38 X 52 .050" Alum Panels w /tracks 2 75 X 52 .050" Alum Panels w /tracks 3 38 X 52 .050" Alum Panels w /tracks 4 38 X 52 .050" Alum Panels w /tracks 5 38 X 52 .050" Alum Panels w /tracks 6 75 X 52 .050" Alum Panels w /tracks 7 111 X 51 .050" Alum Panels w /tracks 8 75 X 52 .050" Alum Panels w /tracks 9 38 X 39 .050" Alum Panels w /tracks 10 38 X 39 .050" Alum Panels w /tracks 11 20 X 39 .050" Alum Panels w /tracks 12 75 X 52 .050" Alum Panels w /tracks 13 75 X 51 .050" Alum Panels w /tracks 14 38 X 83 .050" Alum Panels w /tracks 10 11 Garage... to be done in future 1 1 MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Madden Manufacturing 1889 NW 22nd Street Pampano Beach ' FL 33069 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 0.050 " Aluminum Storm Panel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 1110.03 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Expires:03 /13/2003 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 05/20/1999 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance OM Internet mail address: nogtmaiterr r Aholildinnnnilpnnlinn rnm Unmonnan• /.v•v.v hnililinnrnAPnnlin.. en... Madden Manufacturing Co. ACCEPTANCE No.: 98- 1110.03 APPROVED MAY 2 0 1999 EXPIRES March 13, 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice of Acceptance No. 96- 0520.02, which was issued on March 13, 1997. It approves an Aluminum Storm Panel Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum Storm Panel Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96 -110, titled "0.050" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated April 22, 1996, last revision #6 dated March 4, 1999, sheets 1 through 8 of 8, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum Storm Panel Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. ar, P.E. - Product Control Examiner Product Control Division 2 of 3 Madden Manufacturing Co. ACCEPTANCE No.: 98- 1110.03 -APPROVED : MAY 2 0 1999 EXPIRES March 13. 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and tht original submitted documents, including test - supporting data, engineering documents, are no older than eigh (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and tht. following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this produc: and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal 01 Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 Helmy A. 1'blakar, P.E. - Product Control Examiner Product Controlpivision 5. 6. 7. 10. LABEL 537 LOCATION ^! 1.0312" [ . 1.S0" -) m • (TYP) ALT. LEG DIRECTION - .090' GENERAL NOTES: 2.000' 1 •mot L, .800" 0 SCALE : 1/4' = O' -1" INAOOLDI UFO CO- POIIIPANO BEACH. FL DADE O .3(TY PRODUCT APPROVED .05 4.;� 2.015" 1.250 1.125" 12.00" COVERAGE 15.269" STORM PANEL 188 of �.313".469 0 1 •arsv [1 V , O "E" TRACK 7a "F' TRACK SCALE = 1/4" . O' -1" SCALE : 1/4" . 0' -1" -563'41 -2S (20 GA. GALV. STEEL OR 0.050" ALUM) KEYHOLE WASHER 11 SCALE . MALF SIZE 1. THIS STORM PANEL SHUTTER SYSTEM I5 DESIGNED AND TESTED IN ACCORDANCE WITH THE SOUTH FLORIDA BUROING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7.48 - MINIMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: of 01 OI 4. PANELS HAVE BEEN TESTED IN ACCORDANCE '..HRH THE DARE COUNTY PROTOCOLS PA 201. PA 202. ANO PA 203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORT N.. 116 -014. 0 0 0 N• WINGNUT SCALE : MALF SIZE 18 GAGE GALV. STEEL GRADE C 1- fr 4 1/ . STORM PANELS SHALL BE 5052 -1432 ALUMINUM ALLOY, 0.050" TMICXNESS. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -16. U.O.N. ALL SCREWS ANO BOLTS TO OE 2024 -T4 ALUM/NUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 KSI MIIMUM YIELD STRENGTH. FOR INSTALLATIONS 30 FT. OR LESS ABOVE GRACE. AN OPTIONAL r x r x 18 GAGE STEEL OAR 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 r OR MORE OUT LESS THAN 3 -3/4 ". STEM BAR MAY BE USED FASTEMEO AT PAWL OVERLAPS. AT NOSPAN, W/ 1/4-26: 4' BOLTS ANO O4 CAST ALUMINUM WASIERED WINGNUTS. SEE NNMIN PANEL SEPARATION FROM GLASS SCHEDULE, PAGE 8 OF I, FOR REDUCED SEPARATIONS. 6. TOP ANO BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH STUO ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9. THE PERMIT MOLDER SMALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JO8 SITE BEFORE COMMENCING WITH THE WORK. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SMALL BE AS NOTED ANO 00 NOT INCLUDE STUCCO OR OTHER FINISHES. t1. 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 WLL NOT OFFER HURRICANE PROTECTION UNLESS STEEL TUBE & BOLTS ARE PROPERLY INSTALLED WHEN NEEDED'. n / 2.265_ 4 %- ~ 077 0 In! N: 1.00" STEEL BAR SCALE : MALF SIZE 1/4" MAX. 077 062 AN 1 "4. �- 4- p 2.063": O "h" HEADER SCALE 1/4" = O' -1" W. X: O1^ 41$ a X' < V ! Z Z. 4! - 0.. 0 In° _ W cc z o 0.: 0.:< • 0;: ►- 0 , ¢ ,nn > W. in 1/4 MAX. • -R 250 .077- 0 O WALL MOUNT WIDTH UNLIMITED (PERP. TO PANEL SPAN) TYP. SECTIONS 2.063" "U" HEADER SCALE 1/4." a 0' -1" - TOP MOUNT 2 i3!:4• 4, 1 TYPICAL VERTICAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 8 OF 8. FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. - 11l OPTIONAL - .L - - - - t"-- EXISTING 111 STRUCTURE -0 OPTIONAL - EXIST NG - 0 STRUCTURE © TRAP MOUNT SCALE: 1 -1/2" - t' - p•• 1 PLAN VIEW -R 250" 11' OPTIONAL STEEL 8AR ON OUTSIOE OP PANELS - SEE NOTE 7 -- L10TTOM MOUNT 4a.; 6(7 :I7a, J. 7: OI WI =, NI Z • Z. 0 CLi CC NI O 2: w.0C Z! 0 Q! J 0.i < z: V O.•, Of Cc H. W W.> WI W I N 0 OPTIONAL - TYPICAL CLOSURE DETAILS (PLAN) 0 0 N O 1 0 N t- .- 1/4 -20 MACHINE SCPEW STUD STUDDED ANGLE • 4a SCALE : 1/ 4" = 0' -1" .125' ITYP) 5.00" MAX. 5.00" MAX. .12S• ITYP) ANGLE 6061 -T6 FOR DETAIL "T' O SCALE : 1/4" - 0' -1" WICTH UNLIMITED IPCRP. TO PANEL SPAN) SECTION K r t 1 DIRECT MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 3 OF 3. FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. FASTENER 0 12" O.C.. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR Q 1 1/2" 41144. OVERLAP ALUM. ANGLE CLOSURE PIECE: 1- x 2" x 12S" Mlh TO 2' a Y' x .125" MAX. - O TRAP MOUNT 1 -1/2" MIN. 4- • PLAN VIEW 7 -• 171 OPTIONAL STEEL BAR - ON OUTSIDE OF PANELS SEE NOTE 7 • -4- EXISTING STRUCTURE - 0 OPTIONAL - - - - - - L SEE NOTE 7 EXISTING f - STRUCTURE `- © FACE MOUNT • o ' N 0 I o ` - .093" TYP. �. 1/4 - 20 MACHINE SCREW STUO STUDDED ANGLE O SCALE . 1/4" . 0' -1 / 1 .093" TYP. r • 3.00" • (MAX.) ANGLE O SCALE . 1/4" = 0' -1" SEE STORM PANEL SPAN SCHEDULE FOR MAX. PANEL SPANS (VERTICAL OR HORIZONTAL: 171 OPTIONAL STEEL BAR ON OUTSIDE OF PANELS SEE NOTE 7-1 PLAN VIEW HORIZONTAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 8 OF 8. FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. 0 OPTIONAL 7 DUTS.DE INSIDE 12" 0.C. 7YP TYPICAL BAR ATTACHMENT (USE ONLY WHEN IMPROVED DEFLECTION REQUIREDr APPROVED AS COMPLYING WITH TR SOUTH FLORIDA BUILDING CODE DAT' • 19: BY PRODUCT CON . OL DIV :S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. Q$ -lIl1 - • SIDE MOUNT 7 "7 OR DIRECT MOUNT ITYP)- ti: z . 3 V 0 c° J aI:J, a PROFESS ' a• a al 04/22/96• Ic. • • drawn by 4S NOTtO PC- d.s•9n by cn•e1.•d >r vJx VM ors-.,n9 no. 96 -110 . 14. :104 6 GLASS OR DOOR e- FASTENER. SEE ANCHOR SCHEDULE- RtP[RENCE CONNECTION 'TYPE 1' 241 SL[ M>!L SEPAR ATION PROM GLASS SEED. EXISTING CONCRETE. HOLLOW BLOOD, 0R W000 FRAMING (SEE ANCHOR SCHEDULE RASED ON TYPE OP STRUCTURE) GLASS OR DOOR EXISTING CONCRETE. HOLLOW MOM. OR W000 FRAMES MU ANCHOR . IMMO ON TYPE OP STRUCTURE] PASTENOR. SEE• A11C110R COPINEtTIONN EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SOKDILE SASED ON TYPE OF STRUCTURE/ ANGLE TO WALL DETAIL. E WALL MOUNT SECTION SCALE : 3 a V -0 Q (TYP. TOP & BOTTOM) EMBED. (TYP.) SEE MIN. SEPARATION PROM (i)CONT. FASTENER. SCE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TON ? ©CONT. EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) PANEL TO r (MIN./ GLASS SCARED CONT. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TIN * •14 TEK SCREWS OR I/4 -20 B OLT AND NUT O 12 - 0.C. STAGGERED (TYP. TOP t A ND BOTTOM) V4' MAX. • ® CONT. O al CONT. 1 1/4.-211 MACHINE BOLT L WII 0NUT • 12' 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104' AND• 6' 0.C. FOR PANEL LENGTHS GREATER THAN 104 - . 1/4 -20 MACHINE BOLT s WINGNUT • 12' 0.0 FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104' AND • 6 0.C. FOR PANEL LENGTHS GREATER THAN 104'. ANGLE DETAIL SIDE CLOSURE REQ•0. (SEE PLAN VIEW) ® BUILD —OUT MOUNT SECTION SCALE . 3 • r-0 1/4' MAX. W O V 4 N 2 0 W J 1y G < 1- o. X r Z 0 1 N us u 2 0 i O j • es 10 so 4C J 1)- -s 4 r us • 6• 00 4 r z r • 0 1/11310. (TYP ) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TM 1' i L FASTENER. SEE ANCHOR SCHEDULE SASED ON TYPE CONNECTION'TYPE — GLASS OR DOOR SEE MRL SEPARATION PROM GLASS SCARED. —1 W000 FRAMING -- SEE MIN. SEPARATION FROM GLASS SCARED. . � I/ ! ,EDGE DUST. I I/ I WOOD CEILING/ INSIDE O MOUNT SECTION SCALE : 3 a 1' -0 PASTENER. SEE ANCHOR / SCHEDULE. REFERENCE CONNECTION "TYPE? J B r 2. 4 0 , N -J at 2 4 X ©C0NT. 1/4' MAX O WALL MOUNT SECTION SCALE , 3- . 1' -0' W J O W S 0 r • 2 2 4 J 0 J sr d • 4 t- o ex X N W • N 114-20 MACHINE 501.1 s W1NGM)T • W 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL. TO 1K' A)O •6'0.C.FOR PANEL LENGTHS GREATER THAN 104 ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL EMBED. ( . (TYP.) , 0 CONT. GLASS OR 000R —� 1/4 -20 MACHINE BOLT & WINON(JT • ?V 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104' ANO 6' 0.C. FOR PANEL LENGTHS GREATER THAN 104'. FASTENER. SEE ANCHOR SOIEDULE BASED ON TYPE CONNECTION 'TYPES 1/4' MAX. LEI FASTENER. SEE ANCHOR SCHEDULE BASED ON TYPE ,_7 \t \ CONNECTION 'TYPE,* EDGE 01ST. SEE MIN. SEPARATION FROM GLASS SCARED. 2 J 2 0. CEIUNG/INSIDE © MOUNT SECTION SCALE : 3' a 1' -0 EXtSTING CONCRETE. MOILOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE/ 1/4' MAX. = F u tu tat 4. u EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE A 2 D DAT BY PRODUCT CON ROL DIV't•CN BUILDING COLE COMPLANCE OFFICE ACCEPTANCE NO 9 R - 111 0. 3 1 • v . I .. ere N I e I� �Iw wI 4 •F t'i��10o1. . J • �(•i1�1►f e I A3 NOTEOJ er.wn by Nc� M.1imi /1r ! cMC•eO vxJ VM, tr n. 96 -110 *Naar 2 et . `I o .i•i MJ•32 /1'. 1. SEE MK PANEL SEPARAT PROM GLASS SICKED p-- GLASS OR DOOR 1 x4'xO.OSS'OR 2 x 4' x 0.05S' ALUM. TUBE OR 2 x 4' OR 2 x 6' P.T. W000 5LOOKING SCALE : 3' a 1' -0 TREE 1/ 4'0 WOOD LAG SCREWS W/ 2 -1/4' M. EMBED. • 24' O.C. MAX. CONT. 4' x .2S0' ALUM. PLATE OVER WOOD MEMINE S ® GMT. EX/ST1N0 CONCRETE. HOLLOW BLOOC. OR W000 J y < FRAM*IG tan ANONOR • ^ -© ` SCHEDULE BASED ON TIP[ OF STRUCTURE) W I ' 0 Z u » Z n N GLASS < OR DOOR n I a ®CONT. M FOR WOOD BLOCKING USE 1/4 S.S. LAG SCREW W/ 1-1/2 PENETRATION IVTO W000 BLOCKING • 12' O.C. FOR ALUM. TUBES USE 1/4'0 S.S. LAG SCREW W/ 1-1/2 PENETRATION INTO CENTER OP STUDS LOCATED • 24' 0.C. MAX. & 014E 1/4'0 THRU SOLT W/ ACCESS HOLE • MIDWAY BETWEEN STUDS. TWO -1/4'0 S.S. LAG SCREW • 24' O.C. MAX W/ 1-3/4' PENETRATION IN CENTER OF STUDS THIS DETAIL MAY Si USED AT TOP OR BOTTOM OP PANELS. NOTE. USE OF THIS DETAIL IS LIMITED TO : 72 PSP. WALL MOUNT SECTION (BOTTOM) *14 SMS BETWEEN TRUSSES • 24' 0.C. SOFRT CONNECTION DETAIL © w►LE•r•1' -o W000 POOP TRUSS OR FRAMING MEMBER STUCCO PIOSM OR PLYWOOD SOPFIT 1/4' MAX. a SEE MEN. SEPARATION FROM GLASS SCHED. I '%i NI • 01' 0 0 1 YI / _EMBED.; (TYP.) THREE 1/4'0 W000 LAG SCREWS W/ 2 -1/4' MIN. EMBED. • 24' O.C. MAX PLACE ONE FASTENER THRU MEADER 1'x4- OR1 - x6' 062 CONT. ALUM. TIME j (6063 -761 co Vg *14 SMS • 12" 0.C. • • BETWEEN TRUSSES •24'0.C. M 1 SCALE : 3 • 1'-0" SCALE : 3 • 1' - FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1' (USE REMOVAKE A►KMORS FOR ONIECT MOUNT ONLY • 6' OR 12 O.C.. BUT 00 NOT EXCEED SCHEDULED SPACING. (TIP. TOP & BOTTO`l) EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING ISEE ANCHOR SCHEDULE BASED ON TYPE Or STRUCTURE) O WALL MOUNT SECT1ON (DIRECT MOUNT) SPLICE DETAIL FOR BAY WINDOW APPUCATIONS SCALE : 1 -1/2' • 1' - 0 (MAX. OE516N LOAD . S6 P.S.F.) • ! J • 0 Q W :I H ' 012 14 JIM Y III O Z: 1- n! <: a I. 'N tat • :N 1'x 4' ALUM. TUBE W000 ROOF TRUSS OR FRAMING MEMBER . STUCCO FINISH OR PLYWOOD SOFFIT ACCESS MOLE (TYP) 0 CONT. ALT. SOFFIT CONNECTION DETAIL. 2' x S' x VS ALUM. PLATE (6063 -161 INSIDE EACH 510E. FASTEN W/4M125MSOR 3/16'0 POP RIVETS EACH SIDE AS SHOWN • YO.C. 1/4' MAX. .1 — EXISTING CONCRETE. •HOLLOW $LOCX. OR WOOD FRAMING (SEE ANCHOR SCM=DULE BASED ON TYPE or STRUCTLRE) FASTENER. SEE ANCHOR SCHEDULE REFERENCE comet-mow RY7E 0' 1/4 -20 MACHINE BOLT & WINGNUT • 12' 0.C. FOR PANEL L11467143 LESS THAN OR EQUAL TO 104' AND 6' O.C. FOR PANEL LENGTHS GREATER THAN 104'. SEE MN. SEPARATION FROM GLASS SCHEDULE •IOTE: THIS DETAIL MAT BE USED AT TOP OR BOTTOM OF PANELS. WALL MOUNT DETAIL © SCALE : 3 • 1' -0' CONT. W000 FRAMING REQUIRED © CONT. FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE r SOFFIT CONNECTION DETAIL ® SCALE : 3' • 1' -0 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATEr•f A BY PRODUCT COI ROL DIV!S'ON BUILDING CODE COMPLANCE C;FFICE ACCEPTANCE NO tS-11 10 • 0 3 - t/Y PLYWOOD 1/4' MAX. I a I 1 O a a W �i 2 : n0o' N < m > i a W < fA M Y I J O' 14 ! W'' X: p. X 0 > v,' 4• a V a P LL .- _ O m J m el ' > M < m r- W W In 2 N° x :L7 : 0.' 1' , W O = z I '0 = ] W Z Z 2Q O U z N u. 3 z Zco. -. rr I 1 i ♦re. •'i'�1..1 •«. e. el« er J IM r. 04/2x:/14 1 — (xr..'n by 1 4 AS mono : 1'IC i0•slpl h VAC .l "AC� • 0 no. 96-11 O sheet 3 et . 1 24 • : u GLASS OR 0008 3/4" PLYWOOD MAX. DISION LOAD • 72 PSP) rx2'x.113" ALUM. STUD ANOL! 0 U "PASS THRU" DETAIL SCALE • r - r -r 2' x 4" x 1/2' CONT. ALUM. TUBE (6063 -T6) MAX 1/2' TLE PNISIN MATERIAL 1/4 "0 RAWL CALK -N • 6" 0.C. WITH 7/1 mIK D. 14 CONC. OR HOLLOW BLOCK OR 1/4 "0 LAO SCREW • W000. W/ 1-1/2' M"L EMI. 112'0 MIRY BOLT • 12' O.C. 1/4'0 RAWL CALK -1N • 12" 0.C. WITH 7/111" rupe. poi. of COCK. OR HOLLOW BLOCK OR 1/6."• LAG SCREW • 24' O.C. W/ 1-1/2' MK EMS. )N W000 ® 2'x 2' x 1/S' CONT. ALUM. ANGLE 6M3-T6 4" MAX. — NON- STRUCTURAL FINISH • / MATERIAL BRICK OR W000 2' 0 �— FASTENER. SE! ANCHOR ! SCHEDULE BASED ON TYPE CONNECTION 'TOM 2- WALL MOUNT ® SCALE : 3' . 1' -0" 1/4 -20 S.S. BOLTS W/ WNONUTS • MIDSPAN OR sr 0.C. MAX. (TYPI V4" MAX. MMYVARY _A 16 _J ALT. CORNER DETAIL O SCALE .r•T -r — rx2' x0.12S'CONT. T04 "x4'x0.125" 6063 -16 ALUMINUM ALLOY OR 111 GAGE GALV. STEEL ANGLE INTERIOR FASTENING ANGLE ASSEMBLY sCALE. 1-1 /r - r -o- 3 /r6 HOLE FOR FASTENING PANEL r x2ALUM. STUO ANGLE PUNCH HOLES IN ADJACENT PANELS TO RECEIVE TMMS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE STORM PANEL INTERIOR ® FASTENING (ISOMETRIC) SCALE: 3" . 1' -0 -1/4"-20 STUO W/ NUT 6' 0.C. 2' x3'x1 /r FOUR 1/4'• RAWL ALUMINUM ANGLE CALX-IN ANCHORS W/ "' r 7/r MN. EMBED. IN CONC. • 4" O.C. = �; 1 -1/2 " INTERIOR FASTENING ANGLE ASSEMBLY SCALE. N.T.S. =1 iw S` 2 "x2 "x .012 ~` STUDDED ANGLE 2 I W/ 1/4 -20 STUDS & W"IGNUTS • 12' O.C. . 1/4 -20 MACHINE BOLT AND NUT • 12 O.C. 0 i 4 f 1/4' • RAWL CALK -IN • 4" O.C. W/ 7/8" MIN. DVS. INTO CONC. OR HOLLOW BLOCK. Q 2" x S' x 1/11" CONT. ANGLE 6061 -16 ALUM. NOTES. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OP PANEL. (MAX. DESIGN LOAD • 72 PS/9 O EDGE MOUNT DETAIL T SCALE : 3" . 1'-0" r x3'x1 /4 "ALUM. ANGLE X i w� APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE m A 2 0 19 BY PRODUCT CO!RROL OIV :S ON BUILDING CCOE COMPLIANCE OFFICE ACCEPTANCE NO.9 8 1 t I 0• 03 0 F � I < � ( Cs n l oo s < r I x U z _ 7 W Z N 8 W Z 3 1 • 0 • N • M en t r LL o • N W N < n' (ursrn by. 1 ` MC scs►• AS worsO d INNI bT j( vac ll ,c,1,11:1 drawing ne 96-110 shoot r. of 1 at • COM11/90 I&24 h r x r x 0 6063 - ALUM. TUBE x x S' FASTENER. SEE ANCHOR SCHEDULE REPERENCE CONNECTION 'TYPE 1 • E XISTING CONCRETE. H OLLOW BLOCK. OR WOOD PRAMS MI ANCHOR sTRUCTU aN TYPE/ I O HEADER MOUNT DETAIL SCALE : 3' a Y -O- 1/4 - 0 MACHINE BOLT • 6 O.0 rxrx .ol3- ST000EO ANGLE . IL THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL 1/2 MAX. -r z F Nr 111 • W < J 2 1- J 1 2 W r O • 0 0 III N ® r x r ALUM. TUBE BUILD -OUT scALC s r • V-4 h A r : 2- r L . cos,- 6063 -T6 ALUM. TUBE x s- FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION KYPE r CONT. i 1/4 MAX 2 O tt 2 4 J J z 0. 2 d ^ j J S r 2 H 0 . 2-x2 x.013 STUDOEO ANGLE L 1/t -20 MACHINE BOLT & WMGNUT 0 12' 0.C. OR • 6 O.0 FOR PANEL LENGTHS GREATER THAN 104 (TYP. TOP & BOTTOM) EMBED. x 3/4 TEK SCREWS OR 1/4 -20 BOLT ANO NUT 0 12' O.C. STAGGERED (TYP. TOP ANO BOTTOM) \ \ \s e CONT. IV x3 x 1 / B 2 x 5 x 4' 6063 -16 ANGLE FASTENER. SEE ANCHOR \. SCHEDULE REFERENCE CONNECTION 'TYPE 3 EXISTING CONCRETE. HOLLOW BLOCK. OR W000 ' / FRAMING (SEE ANCHOR � SCHEDULE BASED ON TYPE 1 O • F STRUCTURE) 2 -1/2 ' J ; 1-1/2- ©CONT. 2 MIN. 1/4 - -20 STUD & WINGNUT. PANEL / PANEL TO ANGLE CONNECTION • 12' 0.C. J / O Z ALT. TRAP MOUNT DETAIL SCALE : 3 x 1* -0 i 11 =11=11�Y=11=yI d= 11�L -It=" • I4 .- 17 M 2 J O W < I C3 i00 • I N 2 XI N • ® STORM PANEL BUILD -OUT SCALE = 3- . r -0 - EXISTING CONCRETE. HOLLOW BLOCK. OR MOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE) 1 /4 RAWL CALK -401 a •• O.C. W/ 7/E' HIM OWED. IN CONC. OR HOLLOW BLOCK 1/4 -20 MACHINE BOLT & WINGNUT • 12- O.C. OR• 6" 0.0 FOR PANEL LENGTHS GREATER THAN 104'. NON - STRUCTURAL (TYP. TOP S. BOTTOM) � t 2 x2 STUD ANGLE AWL THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. APPROVED AS COMPLYING WITH THE SOUTH ORIDA BUILDING CODE 1t A 1 ffA IIPI ED ! _ 19 OAT BY PRODUCT CON ROL DIVIS;ON BUILDING CODE COMPL;M' CE OFFICE ACCEPTANCE NO. _ C I - I i t 0 03 no FASTENER MA)4,UM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) RECKARED FOR VARlO(J8 1 EXISTING STRUCTURE ANCHOR TYPE - I o tu 03 a aR J MIN. 2e EDGE DISTANCE MIN. 3 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) 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 2 TYPE 3 45 4 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 45 12 CONNECTION 1 2 TYPE 3 1.5 12 CONNECTION 1 2 TYPE 3 45 r- 1111mMD AUMM t> 1/4 "O W000 LAG W/ 1 - 3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERPENDICULAR TO W000 GRAIN CONCRETE 12 48.0 12 12 12 12 12 12 12 12 12 11 12 9 10 12 8 12 12 12 12 12 12 12 12 12 12 12 11 12 12 9 aH111111111111111111111t1111111P� 1/4 "• ITW TAPCON W/ 1 - 3/4 - MIN. EMBEDMENT GAIN. 3.000 P.s1 CDNc RETE) 62.0 12 12 12 12 12 12 11 11 12 9 12 8 9 12 7 12 12 12 12 12 12 12 12 12 10 12 9 12 12 8 72.0 12 12 12 12 10 12 8 9 12 7 12 8 9 12 7 12 12 12 12 12 12 9 12 12 8 12 9 12 12 8 92.0 12 9 10 12 8 12 8 9 12 7 12 8 9 12 7 12 10 12 12 9 12 9 12 12 8 12 9 12 12 8 200.0 12 8 9 12 7 12 8 9 12 7 12 8 9 12 7 12 9 12 12 8 12 9 12 12 8 12 9 12 12 8 * ' 1/4 ELCO MALE/ FEMALE - PANELMATE' W/ 1 - 1/4 MIN. EMBEDMENT & 1/4 - 20 SIDEWALK BOLT (IA•L 3,000 P.S1 CONCRETE) 48.0 12 12 12 12 7 12 12 8 12 5 12 4 6 12 4 12 12 12 12 8 12 12 10 12 6 12 4 7 12 4 62.0 12 12 9 12 6 12 5 6 12 4 11 4 5 11 3 12 12 10 12 6 12 5 8 12 4 12 4 6 12 3 72.0 12 8 8 12 5 11 4 5 11 3 11 4 5 11 3 12 9 9 12 5 12 4 6 12 4 12 4 6 12 3 92.0 12 4 6 12 4 11 4 5 11 3 11 4 5 11 3 12 4 7 12 4 12 4 6 12 3 12 4 6 12 3 200.0 11 I. 5 11 3 11 4 5 11 3 11 4 5 11 3 12 4 6 12 3 12 4 6 12 3 12 4 6 12 3 * '-;j � t_ 1/4'0 POWERS CALK - IN W/ 7/8" EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE SCREW (W& 3,000 P.S.1 C0NNC1ETE) 48.0 12 12 12 12 12 12 12 12 12 12 12 10 9 12 8 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 62.0 12 12 12 12 12 12 11 9 12 9 12 8 8 12 7 12 12 12 12 12 12 12 12 12 11 12 10 12 12 9 72.0 12 12 11 12 11 12 8 8 12 8 12 8 8 12 7 12 12 12 12 12 12 10 12 12 10 12 10 12 12 9 92.0 12 9 9 12 8 12 8 8 12 7 12 8 8 12 7 12 12 12 12 10 12 10 12 12 9 12 10 12 12 9 200.0 12 8 ■ 8 12 7 12 8 8 12 7 12 8 8 12 7 12 10 12 12 9 12 10 12 12 9 12 10 12 12 9 48.0 12 12 12 12 12 8 12 ' 12 ' ■ 10 12 5 12 4 , 7 124 ' ■ 12 12 12 12 9 12 12 12 12 6 12 5 8 12 4 ) 62.0 12 12 10 12 6 12 5 7 12 4 11 4 6 11 3 12 12 12 12 7 12 6 9 12 12 4 8 12 4 ;; 1/4 "0 POWERS ZAMAC NAIL - IN W/ 1 - 1/8" MIN. EMBEDMENT ( m4.3.000 P.31 COMPETE) 72.0 12 8 9 12 5 12 4 6 12 3 11 4 6 11 3 12 10 11 12 6 12 4 8 12 4 12 4 8 12 4 92.0 12 4 7 12 4 11 4 6 11 3 11 4 6 11 3 12 5 8 12 4 12 4 8 12 4 12 4 8 12 4 200.0 11 4 6 11 3 11 4 6 11 3 11 4 6 11 3 12 4. 8 12 4 12 4 8 12 4 12 4 8 12 4 .. 11r� 1/4•0 DYNABOLT ANCHOR (ILL 3.000 48.0 12 12 12 12 11 12 12 10 12 8 12 6 7 12 6 12 12 12 12 12 12 12 12 12 10 12 8 12 12 7 � • 62.0 12 12 11 12 8 12 8 8 12 6 12 5 7 12 5 12 12 12 12 11 12 10 12 12 8 12 7 11 12 6 ITW RED HEAD SLEEVE 72.0 12 12 9 12 7 12 6 7 12 5 12 5 7 12 5 12 12 12 12 9 12 7 11 12 7 12 7 11 12 6 W/1 - 1/8 - MIN. EMBED. 92.0 12 6 7 12 6 12 5 7 12 5 12 5 7 12 5 12 8 12 12 7 12 7 11 12 6 12 7 11 12 6 P.8.1 CONCRETE) 200.0 12 5 7 12 5 12 5 7 12 5 12 5 7 12 5 12 7 11 12 6 12 7 11 12 6 12 7 11 12 6 QUKK (PAK 1/4 3,000 48.0 12 12 12 12 7 12 10 9 12 • 5 11 4 6 11 3 12 12 12 12 7 12 10 9 12 5 11 4 6 11 3 11,1,111,111111"11at- 62.0 12 12 10 12 5 12 5 7 12 4 10 3 6 10 3 12 12 10 12 5 12 5 7 12 4 10 3 6 10 3 •0 ASHLEY -SET SCREW 72.0 12 7 8 12 4 10 3 6 10 3 10 3 6 10 3 12 7 8 12 4 10 3 6 10 3 10 3 6 10 3 WITH 1 - 1/4" N. EMBEDMENT 92.0 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3 P.3.1 CONCRETE 200.0 10 3 6 10 3 10 • 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 1 SID ( 1/4•• ROP-I HEAD) MIN. 3.000 48.0 12 12 12 12 12 12 12 12 12 12 12 12 9 12 11 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 POWERS 62.0 12 12 12 12 12 12 12 10 12 11 12 10 9 12 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 BOL .1.1 - 3204 0 72.0 12 12 12 12 12 12 11 9 12 10 12 10 9 12 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 w/ 1 -1/4 EMBEDMENT 92.0 12 12 9 12 1012 10 9 12 10 12 10 9 12 10 12 12 12 12 12 12 12 12 12 1 1 •1 2 P.S.1 CONCRETE) 200.0 12 10 9 12 10 12 10 9 12 10 12 10 9 12 10 12 12 12 12 12 12 12 !�y � i r s o a r mom ue, 12, u F ASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS ANO SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING 1 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 OOOM 48.0 12 12 11 12 12 12 12 8 12 11 12 9 6 12 8 r- 1111mMD AUMM t> 1/4 "O W000 LAG W/ 1 - 3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERPENDICULAR TO W000 GRAIN 62.0 12 12 9 12 12 12 11 6 12 9 12 8 5 12 7 72.0 12 12 7 12 10 12 8 5 12 7 12 8 • 5 12 7 92.0 12 9 6 12 8 12 8 5 12 7 12 8 5 12 7 200.0 12 8 5 12 7 12 8 5 12 7 12 8 5 12 7 i . / ` 12 12 *. 11\11 62.0 12 12 6 12 5 4 11 4,. 11 3 7/16' 0.0. BRASS BUSHING W/ 7/8" MIN. PENETRATION & 1/4 - 20 MACHINE SCREW 72.0 12 8 !'• 12 5 12 4. .. 12 3 11 4 ; : .• 11 3 92.0 12 4 ; ,.' 12 4 11 4 ;,'. 11 3 11 4 . , 11 3 200.0 11 4 %,- 11 3 11 4 11 3 11 4 1 ;4' 11 3 * mal4simmos> * T L t rku® "0 48.0 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 62.0 12 12 12 12 12 12 12 11 12 10 12 9 9 12 8 1/4 ELCO MALE/ FEMALE "PANELMATE 72.0 12 12 12 12 12 12 9 10 12 8 12 9 9 12 8 W/ 1 - 7/8" MIN. PENETRATION E. 1/4 - 20 92.0 12 10 10 12 9 12 9 9 12 8 12 9 9 12 8 SIDEWALK BOLT 200.0 12 9 9 12 8 12 9 9 12 8 12 9 9 12 8 03/09/99 15:38 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, SHEET 8. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE ANO 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. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 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. 4.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUOES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. 7. 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. 8. 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 - IPkosts HEAD (SIDEWALK BOLT), U.O.N. y' pE• 9. F; DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. y 11.144-20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF 01 DIVISION Q KEYHOLE WASHERS ARE USED. BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0,9% - I t I 0• 03 10.0ESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT @ 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. 1 W U o O n co • co a a8 I X V > 5' W 2 W z M C 1 0 i el 13; ri • 1 1 .;, ▪ «1 0• • - i111w' -III 141 0 1999 04/22.!• � I aPe.n by As motto 1 NK [ dew/ln er ' erj 1 vn'l VM ( drovin no. 7 96-110 1 . .e■er • e1 • MADDEN MANUFACTURING CO. FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS I EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SO NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3' 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) SPANS UP TO 5' -6" (SEE NOTE 1) - SPANS UP TO T - 6" (SEE NOTE 1) - SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1& TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 HOLLOW CONCRETE BLOCK 111111111U111H1111111111111111D,_ 1/4 "• ITW TAPCON W/ 1 - 1/4" MIN. EMBEDMENT 48.0 12 12 9 12 5 12 8 7 12 3 8 3 5 8 %, 12 12 11 12 6 12 \ 9 8 12 4 , 9 3 6 9 3 62.0 �.� 7 6 12 11 4 3 ��7g• 8'/ 5 4 9 8 3 7 / l/ 7 7 �; /' /././ 4 4 7 7 !.: r f - i•• 12 12 11 6 9 7 12 12 4 4 10 9 4 3 6 5 10 9 3 //, 8 8 3 3 5 5 8 8/ i -'• 72.0 11 5 92.0 920 8 3 5 8 ! j 7 , / !; 4 7 r 2 7 4 7 9 3 6 9 3 8 3 5 8 8 3 5 8 j/ 200.0 7 ice' 4 7 12 j% 7 7 12 j 12 i 4 8 7 12 - /, 5 7 12 jam.' 4 4 6 7 � :•. 12 4 8 12 3 12 5 12 8 12 �./, 8 8 12 3 12 5 10 8 12 6 8 12 3 4 5 7 8 12 /. 4 -sr msepwammo• -or ICONONow 1/4 - * ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 - 20 SIDEWALK BOLT 48.0 12 12 12 62.0 12 12 9 12 6 12 5 6 12 4 11 4 5 11 3 12 12 10 12 6 12 5 8 12 4 12 4 6 12 3 72.0 12 8 8 12 5 11 4 5 11 3 11 4 5 11 3 12 9 9 12 5 12 4 6 12 4 12 4 6 12 3 92.0 12 4 6 12 4 11 4 5 11 3 11 4 5 11 3 - 12 4 7 12 4 12 4 6 12 3 12 4 6 12 3 200.0 11 4 5 11 3 11 4 5 11 3 11 4 5 11 3 12 4 6 12 3 12 4 6 12 3 12 4 6 12 3 1/4 "• POWERS CALK W/ 7/8" EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE SCREW - IN 48.0 12 12 10 12 6 12 10 7 12 5 11 4 5 11 3 12 12 12 12 8 + 12 12 2 12 6 12 5 8 12 4 62.0 12 12 8 12 5 12 5 5 12 3 10 3 4 10 3 12 12 12 12 6 12 6 9 12 4 12 4 7 12 4 72.0 12 7 6 12 4 10 3 5 10 3 10 3 4 10 3 12 9 10 12 5 12 4 7 1 2 4 12 4 7 12 4 92.0 11 4 5 11 3 110 3 4 10 3 10 3 4 10 3 12 5 8 12 4 17 4 '. .2 4 12 4 7 12 4 200.0 10 3 4 10 3 10 3 4 10 3 10 3 4 10 3 12 4 7 12 4 1.. 4 7 12 4 12 4 7 12 4 1: t 10 12 5 11 7 7 .1 3 8 3 S 8 '. 12 12 12 5 12 8 9 12 4 9 3 6 9 3 a 48.0 3 62.0 12 9 7 12 4 9 3 5 9 ./ 7�, , • +_ T r' 12 11 9 12 4 10 4 7 10 3 8 j'- 5 8 /,'• 1/4 ZAMA WERS NAIL - IN W/ 1 - 1/8' M. EMBEDMENT 72.0 10 5 6 10 3 7 // 4 7 7 %j 4 7_ . 11 6 8 11 3 8 3 6 8. , 8 �: 5 8 j. , 92.0 8 3 5 8 </ 7 �� 7 4 j 7 4 7 ;. 9 3 6 9 3 8 ;•; ', 5 8 ; 8 '; 5 8' 200.0 7 ,. 4 7 1j 7 4 7 ,/ 7'; 4 7 ' 8 ; '' 5 8 .;l 8 .;•,' 5 8 •/, 8' 5 8 ' "/ ,11 l 1/• DYNABOLT ANCHOR MIN. 48.0 12 12 8 12 4 9 6 6 9 3 7 //, 4 7 2..12 12 12 12 5 12 8 8 12 4 8 3 6 8 i ....,r 62.0 10 8 6 10 3 7 6 3 ' �� 4 4 3 7 6 6 ,, �, , , ; /, �Z. 6 6 6 //, r %, � 3 3 3 ' : 6 %: 12 i `.• 6 11 6 %% 8 10 6 3 9 8 6 12 11 8 4 3 ' - , � 9 8 8 3 �'. .i ; 6 5 5 9 8 8 3 ', �. . % :• ' 8' 8 8 . , /: ; • ! i 5 5 5 8 8,. 8 �• . f ; ',' . j'�' TW REO HEAD SLEEVE W/1 - 1/5 EMBED. 72'0 9 4 5 9 �/ 92.0 7 : ,/ // 4 7 6 / r � . 2000 6 /� �/ 3 6 /;, 6A i 3 6 '' . ;;; 6 'i ; ,,.�3 r' 6/ 8 5 8 i'r ,,_8 5 8 ✓ ', ,,,, 8 .. , ! J . ` 5 8,, 11 �. i 3 QUICK 111" 11111 11M 1/4"12 ASHLEY -SET SCREW WITH 1 -1/4- MM. EMp1: OMENT 48.0 12 12 12 12 7 12 10 9 12 5 11 4 6 11 3 12 12 12 12 7 12 10 9 12 5 11 4 6 62.0 12 12 10 12 5 12 5 7 12 4 10 3 6 10 3 12 12 10 12 5 12 5 7 12 4 10 3 6 10 3 72.0 12 7 8 12 4 10 3 6 10 3 10 3 6 10 3 12 7 8 12 4 10 3 6 10 3 10 3 6 10 3 92.0 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3 200.0 10 3 6 10 3 10 3 6 10 _ 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 nIt ANCHOR NOTES: W 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. $ ' ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE cX SHOWN IN TABLE 1. SHEET 8. p 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. °° ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR co r EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER < THAN OR EQUAL TO SHUTTER SPAN. ad 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. 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. 4.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 W000 FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUO FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8.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. 9. ;.� DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *10.DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT (� 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. 11.4 -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 SOUTH FLORIDA BUILDING CODE DAT. • 1 9 8Y .11119- PRODUCT CON : 01 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO .755 '! 0 o3 M• 1 c .78.-4 ,. •poi..! -10 •. a. ; = 2 - ,.i ..!...r, .; -J FLUB • PE 00 V.J. KOI1LIZvID1 PROFESSIONAL sneer 7 of S 0 199 acal• dra.�n by I rgtt0 I design es VAC 1 Yid ?aving nw 96-110 $14/,41' NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 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. APPROVED AS COMPLYING WITH TRH SOUTH ORIDA BUILDING CODE �; ` b i 'BY _f3'� • s ISRODUCT for ROL DIMS :ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 1 3- HID • D3 Z W�! 2Q 1°1 I i0 c 0 CIO!. "Si: N .r •I �IoI' +�. L. C . r•; M�Iw 4!vII ; �rx maven+ ";,FL Lic •.PE 00 oa/22n6 [ 9.3 No J(Ar.vn by ' wrto ` at; (A..fgn ti if ch.ck.d p,1 Warring me. I 1. vx ! ( vac 96 Moot II ist / MADDEN MANUFACTURING CO. STORM PANEL SPAN STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W FOR ALL MOUNTING CONDITIONS I (PSF) 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 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 - 0 120.0 4 - 7 130.0 4 - 2 3 140.0 3 - 11 2 150.0 3 - 8 7 - 0. 160.0 3 - 5 1 -5/8 170.0 3 - 2 3 180.0 3 -0 3 -3/4 190.0 2 -10 50.0 200.0 _ 2 -9 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 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. APPROVED AS COMPLYING WITH TRH SOUTH ORIDA BUILDING CODE �; ` b i 'BY _f3'� • s ISRODUCT for ROL DIMS :ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 1 3- HID • D3 Z W�! 2Q 1°1 I i0 c 0 CIO!. "Si: N .r •I �IoI' +�. L. C . r•; M�Iw 4!vII ; �rx maven+ ";,FL Lic •.PE 00 oa/22n6 [ 9.3 No J(Ar.vn by ' wrto ` at; (A..fgn ti if ch.ck.d p,1 Warring me. I 1. vx ! ( vac 96 Moot II ist / MADDEN MANUFACTURING CO. MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN 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 LOAD(W) (PSF) 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 * 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 70.0 6- 0 2 3 1 -7/8 7- 0 3 3 3 8 8 3 - 3/4 3 - 3/4 3 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 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. APPROVED AS COMPLYING WITH TRH SOUTH ORIDA BUILDING CODE �; ` b i 'BY _f3'� • s ISRODUCT for ROL DIMS :ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 1 3- HID • D3 Z W�! 2Q 1°1 I i0 c 0 CIO!. "Si: N .r •I �IoI' +�. L. C . r•; M�Iw 4!vII ; �rx maven+ ";,FL Lic •.PE 00 oa/22n6 [ 9.3 No J(Ar.vn by ' wrto ` at; (A..fgn ti if ch.ck.d p,1 Warring me. I 1. vx ! ( vac 96 Moot II ist / MADDEN MANUFACTURING CO. BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby wade 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 budding during progress of the work. Owner's Name and Address Frank Rom Registered Architect and /or Engineer Name and address of licensed contractor Calumet Windows, Inc. 7101 N.W. 74 th. St., Medley, Fla. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 534 N.E. 92nd . St State work to be dyne and urpose of b Idin (by ours) Remove lb aluminum awning t�rpe win . No structural " - c peared MTL-8147, 75 189 -4 Y Forceful Entry. MIAMI SHORES VILLAGE New Building Remodeling 1 6 W1ndow dition To be constructed of Kind of foundation Estimated Total cost of improvements $ Zone cubage required Distance to next nearest building STATE OF FLORIDA, COUNTY OF DADE. ss 1400.00 Amount of Permit S. _Plan Cubage 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.. Calumet Windows, Inc. 7101 N.W. 74th. St., Medley, Fla. 33166 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 public notice or notices as are required by the Act. The undersigned agrees to employ only such su9ontractors, work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.. 6 c j � � , „ Date - / " Disapproved (Signed) ... Bui�t�itt� I nsp or Date.._..' Chairman Member Member - Council Approved Date Dace... February 4 _. No 534 _ stree . E . 92nd. St . ., Miami Shores existing windows and install 16 hanges. Superior•"MTI== 8i''0; - - " - " Repairs PLANING BOARD C.:2.. VW. ",,..,,. T,«..T,....TTTTTTt, -!f No. of Stories Roof Covering 8.00 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires DATE and for no other purpose. to me well known, Member Member Member Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has hecn obtained from the Planning Board. A rc- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship.