Loading...
776 NE 95 St (4)BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circl Owner's Name (Fee Simple Titleholder) Owner's Address City Tenant/Lessee Name Contractor's Company Name $ Value of Work For this Permit Type of Work: ❑Addition Describe Work: Submittal Fee _S S-6 - Permit Fee $ Notary $ Training/Education Fee $ Scanning $ 1— Radon $ Code Enforcement S State Total Fee Now Due $ / 'S i i 1. (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 13f 3 Master Permit No. Electrical Plumbing Mechanical Roofing Zip Phone # Job Address (where the work is being done) 7 A X- 9 y ( 7 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO 4-1/ Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # 56-0 ❑Alteration r I !/L% " mo! * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ew e 6 Zoning Structural Plan Review. $ Phone # hone# 9C2 — T87 — (267 Square Footage Of Work: ❑ Repair/Replace El Demolition CCF $ LtD CO /CC Technology Fee $ _5, 00 Bond $ ®® s • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 —, by day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***************************** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JUN 15 2004 Plans Examiner Engineer Zoning Date 6 /0 Legal Description Co 7s11" 3 , at(- C SAC.' 3 Signature of and/or Condo President PERMIT APPLICATION FO Date A/1 Pc . otary as to Owner and/oFo •'re e'nt . My Commission Expire y .... Feb. 9 2005 sion # DDO 1 , s Q= Exp ires -�' ��� O : Bonded Thru :96/° ; t.o`, Atlantic Bonding Co., Inc. C.C.F. O Job Address 7 1 d t ''r Cr: Owner/Lessee / Tenant 44 1-1 C fa Owner's Address TX ik.)(„ 9c ST • Contractin Co. 4( 0 ff k SirroAN1 Qualifier ebi4_7% 4-14-fi State # Municipal # OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and construction and zoning. Furthermore, I authorize the above -named contractor to do nECEQ V ED MIAMI SHORES VILLA ESN 2C Tax Folio 1 13 /06 0 0 13 Historically Designated: Yes No V NOTARY Master Permit # f (962 — 8 a.„.1 36i —7si —76A Phone Address /<« Sw 2-) Q - F7js'. fl • ss# 072, - sz) - f 7/7 Phone e Fri f 577-66 Competency # Ct'G3 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): ]BUILDING ELECTRICAL PLUM .LING MIEC1H1AN CAL ROOIFIN PAVING FENCE SIGN WORIC DESCRIPTION A/W*4 la/ S� f Al 1 A (col tot/ Square Ft. Estimated Cost (value) 3 , ..c` ) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT EN 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. 1 work will . done i omplianc th all applicable laws regulating work stat Si ature of Contractor t....,, Ana Aid. PP •v • :i /Notary as to Contractor or O wn C ommission # D 8I9 �r My Commission Expires: '? • '••, z lres Feb. 9,0.128191)6: , 2 1ZII5 iii :Q_ ZAP Bonded Tbru ',, o � Atlantic Bonding Co., Inc. BOND 6 TOTAL DUE FEES: PERMIT RADON APPROVED: F7 \ OD `OS 7 JUN 1 5 2 Zoning Building Electrical Mechanical Plumbing Structural Engineer e uirem oh nts r st r soh tt r insp fa et iami Sh Villa ave Villa.e i rove. j la , �1 S L• F p ermi ou y ± or 0 nspec y ono •A s utters w t aid �. r w. re - s_st be 'nst tme S ns*ectio t egress w b dr .o M � LLWEATHER PROTECTIVE SYSTEMS, INC 5081 S. STATE RD. 7 UNIT 811 DAVIE, FL 33314 (954)587 -4207 —TOLL FREE (800)728 - 5126 -FAX (954)587 -4204 A( A S . M�� 4 Sor-Ps(Fi, 3313? 1 4-0 61,- A c.c.o r p Ic 561-111.{- (c t&,(o; �£6 Qs 5 AN) ALL 4"� 4 { 1 � S +0 Kzvt 1 1^441 4 S To,,►� Pcoljt s -4 (i) urQcr Flu "¢) e ® 44.. 13 cF4 r cio 7.0" a e_ v MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (UCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOM Madden Manufacturing Co. 1 889 N. W. 22" Street Pompano Beach, FL 33069 SCOPE: M IAMI -DADE COUNTY, FLORIDA METI20-1)ADE F1.ACi1.1 R Ul111.DING 140 WEST FLACLER STREET, SUITE 16113 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (3 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas Ivhere allowed by the Authority Having Jurisdiction (A1-11). .This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer %vill incur the' expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material %within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter • APPROVAL DOCUMENT: Drawing No. 00 -3110, titled "0.050" Aluminum Storm Panels ", sheets 1 through 10 of 10, prepared by Knezcvich S: Associates, Inc., dated March 6, 2001, last revision 112 dated February 19, 2002, 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: . I%'IISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control.Approvcd ", unless otherwise noted herein. RENEWAL of this NOA shall be considered aftcr a renewal application has been filed and there has bccn no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA %will occur after the expiration date or.if there has bccn a revision or change in the materials, use, and/or manufacture of the product or proccss. Misuse of this NOA as an endorsement of anv product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply Nvitlt any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA _revises and.rcncws -NOA # 98- 111-0.03 and onsists-ofThis page _1. as.-will as approval- document mentioned above. • The submitted documentation was reviewed by I lelniy A. 1Inkar, P.E. NOA No 01- 4313.90 Expiration Date: 03/13/200 Approval Date: 03/21/2002 Page 1 MAXIMUM DESIGN WIND LOAD'S FOR ANY EFFECTIVE WIND AREA ABOVE GROUND HEIGHT (FT.) POSITIVE LOAD (P.S.F.) NEGATIVE LOAD (P.S.F,) ZONE ® NEGATIVE END ZONE > 0 -15 + 52.88 - 57.77 - 65,12 > 15 -20 + 56.00 - 61.18 - 68,96 > 20 -25 + 58.49 - 63.89 - 72.02 > 25 -30 + 60.97 - 66.61 - 75,08 MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA ABOVE GROUND HEIGHT (FT.) POSITIVE LOAD (P.S.F.) NEGATIVE LOAD (P.S.F,) ZONE ® NEGATIVE END ZONE Q > 0 -15 + 50,09 - 54.73 - 61.69 > 15 -20 + 53,05 - 57.96 - 65.33 > 20 -25 + 55.40 - 60.53 - 68.23 > 25 -30 + 57.75 - 63.10 - 71,13 MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA ABOVE GROUND HEIGHT (FT.) POSITIVE LOAD (P.S.F.) NEGATIVE LOAD (P.S.F.) ZONE ® NEGATIVE END ZONE > 0 -15 + 71,97 - 78.64 - 88.63 > 15 -20 + 76.22 - 83.28 - 93.86 > 20 -25 + 79.60 - 86.98 - 98.02 > 25 -30 + 82.98 - 90,67 - 102.19 MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA ABOVE GROUND HEIGHT (FT.) POSITIVE LOAD (P.S.F.) NEGATIVE LOAD (P.S.F.) ZONE ® NEGATIVE END ZONE Q > 0 -15 + 46.06 - 50.33 - 56,72 > 15 -20 + 48.78 - 53.30 - 60,07 > 20 -25 + 50.94 - 55.66 - 62.73 > 25 -30 + 53,11 - 58.03 - 64.95 MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA ABOVE GROUND HEIGHT (FT.) POSITIVE LOAD (P.S.F,) NEGATIVE LOAD (P.S.F.) ZONE ® NEGATIVE END ZONE 0 > 0 -15 + 39.71 - 43.39 - 48.90 > 15 -20 + 42.05 - 45,95 - 51.79 > 20 -25 + 43.92 - 47.99 - 54.08 > 25-301 + 45.79 - 50,03 - 56.38 MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA ABOVE GROUND HEIGHT (FT.) POSITIVE LOAD (P.S.F.) NEGATIVE LOAD (P.S.F.) ZONE ® NEGATIVE END ZONE > 0 -15 + 33.84 - 36,97 - 41,67 > 15 -20 + 35.84 - 39.15 - 44.13 > 20 -25 + 37.43 - 40,89 - 46.09 > 25 -30 + 39.02 - 42,63 - 48.05 JOSEPH POTTS P. E. 4770 N.E. 10TH AVE. FORT LAUDERDALE, FL 33334 954 - 938 -9960 FL P.E. #22656 valid If signed and sealed A tffri ra m 04-12 -02 m PLJ alvu m tva NONE DO NOT SCALE REDRAHN FROM CO RECORD REDRAWN 111TH LAYERS PJL LTVS 4 -12 5 -3 ITZAVIKIT # 1 OF 1 vADD1- \ MANUFACTURING CO. P ,, n art QCm =ma axsatcrt= LL tAU 478 -¢an TITLE WINDLOAD CHARTS rzv. A BASIC WIND SPEED 120 M.P H, BASIC WIND SPEED 130 M,P,H, FLORIDA BUILDING CODE 2001 EXPOSURE °C° WIND LOADS (H.V.H.Z.) DESIGN LOADS FOR COMPONENTS & CLADDING -WALLS & VERT. SURFACES BUILDINGS WITH A PEAI< ROOF HEIGHT _ <60 FEET, BASIC WIND SPEED 140 M,P,H, BASIC WIND SPEED 146 M.P.H. BASIC WIND SPEED 150 M,P,H, BASIC WIND SPEED 175 M,P.H, GENERAL NOTES' 1. THESE WIND LOADS FOR USE ON RESIDENTIAL AND COMMERCIAL CONSTRUCTI ❑N, NOT FOR ESSENTIAL FACILITIES OR PLACES OF ASSEMBLY. 2. THESE WIND LOADS BASED ON A.S.C.E. 7 -99. 3, MAXIMUM PEAK ROOF HEIGHT IS 60 FT, 4. NOT APPLICABLE FOR HILLY TERRAIN, 5. DESIGN LOADS ARE FOR EXPOSURE 'C 7. THIS DRAWING SHALL NOT BE USED FOR A PERMIT WITHOUT SIGNATURE AND SEAL OF JOSEPH POTTS, P.E. LABEL LOCATION t" 0 0 02/19/02 15:14 125" (TYP) O ANGLE SCALE : 1/4" _ 12.00" COVERAGE 15.269" ALUMINUM O STORM PANEL SCALE : 1/4" = 0' -V 5 00" MAX ALT. STUD DIRE C T ION-, 1/4 -20 MACHINE SCREW STUD (nl 6" OR 12" O.C. .125" (TYP.) S 00" MAX J 0 STUDDED ANGLE 0' -1" SCALE : 1/4" = 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. 2.015 LABEL .537 LOCATIO 1093" A9 - 050" '-800" 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" tt 1" tt 18 GAGE Its 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 tt 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 HORIZONT ALLY. 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 ". 6.00" COVERAGE 9.065" 1 ALUMINUM (E HALF STORM PANEL SCALE :1/4" = 0' -1" MAX. O ANGLE SCALE :1/4" = ALT STUD DIRECTION 0 0 N 0' -1" X 75" :o 8 313"1.660" m .090 ` (TYP.) .188" 7a MIGAGE LV STEEL GRADE 401 0 O O 1.00" OPTIONAL STEEL BAR SCALE : HALF SIZE 2.00 "1 m 93" TYP. 1/4 -20 MACHINE SCREW STUD p 6" OR 12" 0.C. STUDDED ANGLE SCALE : 1/4" = 0' -1" .375" R N , 2.265, � +I �e .088" InN TYP. 0 an Lf .215 " 1 .090" i SYM. 2.063 ",,I 0 2.346' 1.520" 890" I '5° '.090" .215" 1 060" .315" R .250" 0 O 0 O "h" HEADER SCALE : 1/4" = 0' -1" 3.000" -0.125° TYP. N 0 O N 3.375" MAX. 092" I 165" �- ITY r- r. -q,- I Sao" 375" "F" TRACK 7 BUILD- OUT "F" TRACK SCALE :1/4" = 0' -1" SCALE : HALF SIZE .650" 01 0 0 N 4 ,2_2102L ‘ , 1 (T T P i .250" 2.063" "U" HEADER SCALE :1/4" = 6a Z -STUD TRACK SCALE : 3" = 1' - 0" r ".. 375" _ c o 095" X 13" 1 1/4 " -20 x 3/4" STAINLESS STEEL I (TYP.) +.188" STUD p 6 "OR12" O.C. ALTDIRECTION . LEG' 1 2.000 "1 .085" , se , i 1♦ col .215 " :� ZAMAC /-- 890" d ; 500" I I .090" 0 1 150" 0 . 2 1 �15a- I .215" .090" i - - 1.8901 WINGNUT SCALE : HALF SIZE Approved as ccmptgi ®g with the Florida Bold' Q Code Not $ L LS Z. Mimi Dade PrcdKE Coatrti Dh .060" 3.00" MAX. 2.250" °10 .101" .094" 120" .125 0 N 6 "U" HEADER SCALE : 1/4" = 0' -1" "E" TRACK SCAL : 1/ = 0' -1" rI x.125" ' � r 7� J,6501 S0. 1/4 -20 x 3/4" MACHINE SCREW .094" 4 c".062" 12020 "1 20 GA. GALV. STEEL (t= .0381 GRADE 40 OR 0.050" ALUM ALLOY (3004 KEYHOLE O WASHER SCALE : HALF SIZE O C" TRACK (FINISH) 1" "C" TRACK ®SOUARE HEAD MACHINE SCREW SCALE : HALF SIZE SCALE : HALF SIZE N.T.S H34) te 0 0 0 r ows by I l via V.J. KN EVICH OFESSI ENQINECR FL L on - a No: P i 0 983 i 1 D2 1 0 3/06/01) (dr o no bti AV chec4 = rE :b ` vlx Oronin0 no. 00 -380 L sheet 1 or 10 1 "010 AS NOT[D 11 OPTIONAL SEE GENERAL NOTE 7 L ---- - - -- 1/4" MAX. Off EXISTING STRUCTURE 02/12/02 09:53 WALL MOUNT 1/4" MAX.- ' / //A 1 .4 EXISTING EXISTING STRUCTURE W W Z J am a E W 0 --� an 0 W = W v N N tt z . �o al Ea J V1 `0Q © TRAP MOUNT WIDTH UNLIMITED (PERP TO PANEL SPAN) TYP. SECTIONS TYPICAL VERTICAL MOUNT ELEVATION N.T.S. 11' OPTIONAL SEE GENERAL 1 NOTE i i J J t/ - TOP MOUNT PLAN VIEW ` Q+ OPTIONAL STEEL BAR ON OUTSIDE OF PANELS - SEE GENERAL NOTE 7 + +a L r-- BOTTOM MOUNT EXISTING STRUCTURE 1/4" MAX. ` — .300•• 0' --- .625•• (TYPICAL TOP & BOTTOM) t1 OPTIONAL FASTENER (0 12" 0 C.. SEE ANCHOR SCHEDULE FOR ANY SEE GENERAL ACCEPTABLE ANCHOR NOTE 7- 1-1/2" 3 MIN 0® 1 1 J 1/2" MIN. OVERLAP -I ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO .2"" x 5"" x .125 "• MAX. V O TRAP MOUNT O FACE MOUNT EMB EXISTING STRUCTURE r 11 OPTIONAL - SEE GENERAL NOTE 7 TYPICAL CLOSURE DETAILS (PLAN VIEWS) SCALE: 1 -1/2" = 1*-0•• Lrmax. SEE STORM PANEL SPAN SCHEDULE TABLE 1 �+ STEEL BAR ON OUTSIDE OF PANELS SEE GENERAL NOTE 7— \ 11 OPTIONAL SEE GENERAL NOTE 7 PLAN VI W HORIZONTAL MOUNT ELEVATION N.T.S. SIDE MOUNT- 1 0 FASTENER (0 12" 0.C.. SEE ANCHOR SCHEDULE FOR ANY. ACCEPTABLE ANCHOR (D BUILD —OUT 11 OPTIONAL SEE GENERAL NOTE 7; OUTSIDE INSIDE 12" O.C. TYP. TYPICAL BAR ATTACHMENT (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED) ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125"• MIN. TO 2" x 5 " .125 " MAX. EXISTING STRUCTURE Approved mt ¢oel,plyeag t ttL tE@ florid€ I:+ tog ode note • 21 Z NOM Mourn Dille ?TsJed Co troll ®boo c 0 9 a 2 7 J Z w —w Z a s 65 cc 00 t o O effIESIMINMEMNIMIlt 11`: V.J. KNE cwEssto FL L lL Tao: ,F? 983 'dare :ER -2002 03/06/O1 u o own br ' a 3 NOTED Jf dr ±Y Iboie vM J(chocko VP( l Ora ring f no 1 00 -380 rsheet 2 of 10 ^I 02/12/02 09:53 SEE TABLE 2 GLASS OR DOOR N 0 W 0 0 w 0 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 GLASS OR DOOR CONNECTION "TYPE 4" EXISTING CONCRETE. EMBED. HOLLOW BLOCK. OR WOOD (TYP.) FRAMING (SEE ANCHOR -0 SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 2" 2 CONT. © I r EMBED. (TYP.);, ed y i T o ® CONT. L- 6 CONT. Al • ANGLE TO WALL DETAIL \:::" WALL MOUNT SECTION SCALE : 3" = 1' -0" 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT p 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND @ 6 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". PANEL TO ANGLE DETAIL FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 4° 8114 TEK SCREWS OR 1/4 -20 BOLT AND NUT 12" O.C. STAGGERED (TY -P TOP AND BOTTOM) 1/4 -20 MACHINE BOL T & WINGNUT (Dl 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND p 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". p SIDE CLOSURE REQ•D. (SEE PLAN VIEW) O BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" GLASS OR DOOR EMBED. (TYP.) 3OCONT. GLASS OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT p 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 3 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE \ CONNECTION - TYPE 3° MB. SEE TABLE 2 EDGE DIST SEE TABLE 2 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" 1/4" MAX-7 ® BUILD -OUT MOUNT SECTION SCALE: 3 "= 1' -0" 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM Approved as complying aid' the Florida Bu diDg ode Date° NOAp(1l -031. •. Z Miami Dade Product Contra!! Dieisi By 2 z -I D Q � a 6 2 0 0 N ° . 0 0 a b .J. KNEZ IIa eel 306/01 1 H EEn No: 983 2002 gAW [dr4D¢sn by a l ee Ism by ` Vac cne,caod PI vra era wing no. 00 -380 ( sheet 3 04 10 .-d SEE TABLE 2 GLASS OR DOOR THREE 1/4"0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. (8) 24" 0.C. MAX. CONT. 4" x .250" ALUM. PLATE OVE WOOD MEMBERS SEE TABLE 2 02/12/02 09:54 GLASS OR DOOR �a t rn aim .■' / /iIii �111mlti Nt�a4�IAlaY. FOR WOOD BLOCKING USE 9/4 "® S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING p 12" 0.C. FOR ALUM. TUBES USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED @ 24" 0.C. MAX. 1" tt 4" tt 0.055" OR & ONE 1/4 "la THRU BOLT W/ ACCESS HOLE (.N MIDWAY BETWEEN STUDS. 2" tt 4" tt 0.055" ALUM. WOOD BLOCKING TWO -1/4"0 S.S. LAG SCREW @ 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 4a ONT. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO It 72 P.S.F. O WALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" —8114 SMS BETWEEN TRUSSES (1a 24" O.C. CONT. ® SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" GLASS OR ODOR SEE TABLE 2 WOOD ROOF TRUSS OR FRAMING MEMBER p 24" O.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. EMBED. (TYP.) — FASTENER. SEE ANCHOR SCHEDULE / REFERENCE CONNECTION °TYPE 1° (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY (01 6" OR 12" O.C.. BUT DO NOT EXCEED SCHEDULED SPACING_ (TYP. TOP & BOTTOM) EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (TYP. TOP & BOTTOM) ® WALL MOUNT SECTION (DIRECT MOUNT) SCALE 3" = V -0" THREE 1/4"ca WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. (al 24" 0.C. MAX. PLACE ONE FASTENER THRU HEADER 1" x 4" OR 1" x 6" 062" CONT. ALUM. TUBE (6063 -T6)— " #14 SMS @ 12 "O.C. BETWEEN TRUSSES Oa 24" 0.C. GLASS OR DOOR— SEE TAB GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHED. TABLE 2 EMBED. (TYP.) r tt 1/2" OR 3/4" MAX. (TYP. TOP & BOTTOM) WALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) SCALE : 3" = 1' -0" 1/2" TO 3/4" ALUM. SPACERS (1" 0.D. 7/16" I.D.) EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) L 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) SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2" = 1' -0" ' WOOD ROOF TRUSS OR FRAMING MEMBER @24" 0.C. MAX. LACCESS s HOLE is (TYP.) o 3 CONT. t; W STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. (MAX. DESIGN LOAD = 56 P.S.F.) © ALT. SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" J 4 2" tt 5" x 1/8" ALUM. PLATE (6063 -16) INSIDE EACH SIDE. FASTEN W/ 8 $ 12 SMS OR 3/16 "0 POP RIVETS EACH SIDE AS SHOWN p 1" O.C. Approved ZS comptylag oIth the Florida Belding Code D teOS /2)/2 ?. NOA0 Q1 3 • nZ Miami Dade Product Costing ®n ' By , EXISTING CONCRETE. WW2-5. `— HOLLOW BLOCK, OR W000 / FRAMING plvl SEE ANCHOR SCHEDULE 04 ,..FASTENER. RE ERENCE CONNECTION °TYPE 5° OR 7a CONT. tH a I / W:O 1/4 -20 MACHINE BOLT & WINGNUT [a1 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND p 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". SEE TABLE 2 NOTE: THIS DETAIL MAY BE USED AT TOP DR BOTTOM OF PANELS. © WALL MOUNT DETAIL SCALE : 3" = V -0" 1" x 4 " 1 SEE TABLE 2 ALUM. TUBE MAX. DESIGN LOAD = 261.0 P.S.F. ID AST NER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION °TYPE 5° O BUILD OUT SECTION (TYP. TOP & BOTTOM) SCALE: 3" = 1' - 0" LY u 2 2 Qcc 0 0 In l 0 0 co w 2161 Eibt A A! *4 C ° 0 a 0 ° o — - ° 31Gl e AE #OTQD V.J. KNEZ SMON FM (ER FL LI on - two: PE ' 0 983 moIlgn by vtn 2002 3/06/01 crown by AV (chochoa D ` vtal i drove.° no. 00 -380 sheet 4 of 10 J EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 02/12/02 09:54 SEE TABLE 2 GLASS OR DOOR— . 1/4 -20 S.S. BOLTS W/ WINGNUTS @ 24" 0.C. MAX. (TYP.) ANGLE 1' MAY 11 VARY ,—NON- STRUCTURAL FINISH 6" MAX. /' MATERIAL BRICK OR WOOD O ALT. CORNER DETAIL SCALE : 3" = 1' -0" � , - (T.V.A.S.) PANELMATE FASTENER, SEE ANCHOR SCHEDULE BASED ON CONNECTION °TYPE 2° , -1/2" 1/ 4" MAX. (MAX. DESIGN LOAD s 61 P.S.F.) ® WALL MOUNT SCALE : 3" = 1' -0" INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = V-0" 2" x 2" x 0.125" CONT. TO 4"x6"x 0.125" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE (MIN. t= 0.0678" GRADE 60, GALV. STEEL ANGLE 3/8'•0 HOLE FOR FASTENING PANEL STUD ANGLE STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 3" = V -0" SEE TABLE 2 ' I � / 1 , 1 EMBI GLASS OR DOOR FOUR 1/4 "0 POWERS CALK -IN ANCHORS W/ 7/8" MIN. EMBED. IN CONC. (al 4" O.C. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE S.S MACHINE / BOLT AND NUT (a1 12" O.C. 1/4" 0 POWERS CALK -IN (a7 4" O.C. W/ 7/8" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. 2" x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. Q in NOTES: THIS DETAIL MAY BE USED AT (MAX. DESIGN LOAD s 72 P.S.F.) EDGE MOUNT DETAIL SCALE : 3" = T -0" 1 -1/2", TOP OR BOTTOM OF PANEL. 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N.T.S. 8" u 3" x 1/4" ALUM. ANGLE 1/4" -20 STUD W/ NUT @ 6" O.C. r2" x 3" x 1/8" / ALUMINUM ANGLE EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING z m GLASS OR DOOR SEE TABLE 2 GLASS OR DOOR SEE TABLE 2 NOTE: WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD OF 72.0 P.S.F. \-:" HEADER MOUNT DETAIL SCALE : 3" = 1' -0" - 3/6" PLYWOOD (MAX. DESIGN LOAD 2 72 P.S.F.) O U "PASS THRU" DETAIL SCALE : 3" = V -0" 11/2" MAX. T in et 1- u LaJ Z J ...1 W z Q '6 2" x 2" x .093 " ALUM STUD < C J E -MAX. 1/8" TILE FINISH MATERIAL 2" x 4" x 1/8" CONT ALUM. TUBE (6063 -T6) 1/4 "0 POWERS CALK -IN ® 6" O.C. WITH 7/8" MIN. (MB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW (ol 12" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. i /2 "0 THRU BOLT (ASTM A 325) (a) 12" O.C. \---1/4"0 POWERS CALK -IN (al 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (al 24" O.C. W/ 1 -1/2" MIN. EMB. IN W000 -2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 b d 1"x2" 2" x 2" 2" x 4' 2" x 5" OR 2' x4 "OR2 "x P.T. WOOD BLOCKING REFERENCE CONNECT TYPE 2" 1/4" MAX. 0.055" 6063 -T6 ALUM. TUBE Approved as coraplyiog Mill the Florida Buldia Code Date I 2 NOAMO% •D2 Miami Dade Product Contm4D By 2 n z 2 Q a- < 2 .oC 0D In I- O 0 a g KNEZE C C P?OfESSIO NG . FL 11.1 : n PJ PE • •13 I 2002 3/06/01 a(.le Or won bi AS NOTED ,( Av (OAaign by I cnocl.aci b1 l droving no. _ -380 sheet 5 of 10_3 EMBED. 1 -1/2" MIN GLASS OR DOOR SCE TABLE 2=' O ALT. TRAP MOUNT DETAIL z SCALE : 3" = V -0" GLASS OR DOOR SEE TABLE 2 02/12/02 09:55 • 2" MIN. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. 1/4••05 RAWL CALK -IN 4" 0.C. GLASS W/ 7/8" MIN. EMBED. II CONC. OR DOOR OR HOLLOW BLOCK 1/4 " -20 STUD L WINGNUT, PANEL TO ANGLE CONNECTION p 12" O.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 ° U " HEADER TOP MOUNT ® C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" r OR 2 6 P.T. WOOD BLOCKING r--SEE TABLE 2 .l b d SEE MIN. SEPARATION 1" x 2" FROM GLASS SCHED. 2" x 2 " x 0.055" 6063 -T6 ALUM. TUBE TABLE 2 2" x 4 2•x5• n \ \-1/ "/13 MACHINE BOLT (nl 6 O.C. ' -1/ "0 RAWL CALK -IN (alb" O.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•• /16•' MIN. 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 I HEAD 5/16" I.D. AND 1/2" O.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) ® C -TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE GLASS OR DOOR (4 a 2" x 2" x 4• x 1/8" 2"x5" 6063 -T6 ANGLE —� 6 CONT. 1 u FASTENER. SEE ANCHOR SCHEDULE REFERENCE '\\ CONNECTION•TYPE 3 EMBED. \/ % L/ " /1 1/4 -20 MACHINE BOLT E. WINGNUT @ 12 O.C.; OR p 6 0.C. FOR PANEL LENGTHS GREATER THAN 104". (TYP. TOP & BOTTOM) Approved as complying %•1t) Ibe Florida Bolding Code ate 03/1 -11Z :02 iiOl O1" OAIN.CaZ- Miami Dade Prods C00 // By Ho.it�•"°�f 114( U /FINAL LOCATION OF STUD USE 12 R@ WI 1/4 -20 x 3/4•• MACHINE SCREW WITH .675" x .675 - x .125" SQUARE HEAD —� .; C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. 1 1/4 -20 MACHINE BOLT li WINGNUT @ 12 O.C. OR @ 6 0.0 FOR PANEL —'— LENGTHS GREATER THAN 104". L NON- STRUCTURAL' (TYYP. TOP & BOTTOM) 2 -1 /2 "r EXISTING FRAMING CONCRETE, L HOLLOW BLOCK, OR WOOD NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. AC STORM PANEL BUILD-OUT SCALE : 3" = 1' -0•' —1/2" O.D. x 1/4."1.0. x 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT (TYP.)-,,. Ai A L led C 2 0T s = z a 5 0 0 e 0.e 0 n a shoot 6 or 1O 3 ° • re N� V.J. K r r H SSI• CMNELF FL .) - e INo: � AS worm oV S - drown by fdo°Ign by cAO[AOO b VP( vml braving no. 1 0O-38O ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE MIN. 2" EDGE DISTANCE LOAD (W) ' SPANS UP TO 5' -6" MAX, (SEE NOTE 1) SPANS UP TO 7' -6" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) (SEE CONNECTION NOTE 1) TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE e i Li m . 1/4•'O 1_3/4 (MIN. 11 111 11 +i11 1111!:i1.1�' 1 /4 "o ITW 'APCON OR ELC• TAPCON W/ MIN. EMBEDMENT 3.000 P.S.I. CONCRETE) 1.8 12 12 12 12 12 12 12 12 11 12 9 10 12 8 12 12 12 12 12 12 11 11 12 9 12 6 8 12 6 67 12 12 12 12 11 12 9 10 8 12 6 8 12 6 72 12 12 12 12 10 12 8 9 7 12 6 8 12 6 92 12 9 10 12 8 12 12 12 6 8 — 8 8 6 6 6 1 12 6 8 12 6 112 12 6 8 12 6 6 6 12 12 6 6 8 8 12 12 6 6 200 12 6 8 12 6 *pligIA1lrJlllllllllll•111 =p * lllllllllllly% -s. 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 3/4 MIN. EMBEDMENT 4 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3,000 P.S.I. CONCRETE) 48 12 12 12 10 11 9 12 12 7 6 12 12 12 12 12 5 4 12 9 14 K/ 6 4 12 7 4 3 6 2 12 6 7 12 8 12 5 12 4 I 9 9 4 4 7 7 3 3 72 12 8 7 12 5 11 11 3 92 12 4 6 12 4 1 9 ■ 7 3 9` 4 7 3 112 10 3 5 9 3 9 7 3 1 9 i 4 7 3 200 1 9 \ \ , 4 7 3 9 3 1 9 4 7 3 * 1 11116 1/4 "0 POWERS ' W/ 7/6" EMBEDMENT D. 1/4 -20 STAINLESS STEEL MACHINE (MIN. 3.000 P.S.I. CALK SCREW CONCRETE) I I -IN 4 8 12 12 12 12 12 12 12 12 12 12 10 9 12 8 62 12 12 12 12 12 12 11 9 9 12 6 7 12 6 12 12 12 12 11 .12 10 9 8 12 6 7 12 6 7 2 12 12 11 12 11 12 8 8 8 12 6 7 12 6 92 12 9 9 12 8 12 6 7 6 12 6 7 12 6 112 12 6 7 12 7 12 6 7 12 6 12 6 7 12 6 200 12 6 7 12 6 12 6 7 12 6 12 6 7 12 6 4 8 12 12 12 12 8 12 12 10 12 5 12 4 7 12 4 6 2 12 12 10 12 6 12 5 7 12 4 10 3 5 8 3 q O t1 ( 67 12 11 9 12 5 12 4 7 12 4 10 3 5 8 3 1/4••0 POWERS RAWLZAMAC NAIL -IN w/ 1 -1/0•• MtN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 72 —'- — 92 12 8 — 12 4 9 —•- 7 12 — 12 ✓1 I J 12 '— 10 4 --- 3 6 5 12 —• - 8 3 " - -- 3 10 -- 10 3 --' 3 I aft 8 — 8 3 — 3 112 10 3 5 9 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 fill,_ 1/6 "0 DYNABOIT ANCHOR (MIN. 3.000 4 8 . 12 12 12 12 12 12 12 11 12 9 12 7 7 12 6 62 12 12 11 12 9 12 9 8 12 7 12 12 4 --- 4 6 6 12 12 ltr.I 1111111111-• u 67 12 12 10 12 9 12 7 7 12 6 ITW RED HEAD SLEEVE MIN. EMBED. 8" P.S.11 CONCRETE) 72 12 12 10 12 8 12 6 7 12 6 12 4 6 12 5 92 12 7 7 12 6 12 4 6 12 5 12 4 6 t2 5 112 12 5 6 12 5 12 1 . 6 12 5 12 4 6 12 5 200 12 4 6 12 5 12 4 6 12 5 12 4 6 12 5 (MIN. -‘111111I1111111111. 1/4 "® ASHLEY QUICK - SET SCREW MIN I EMBEOMENT 3.000 P.S.I. CONCRETE) 4 8 12 12 12 12 7 12 12 12 11 5 4 10 7 7 12 12 12 5 112 4 4 9 9 4 \ 7 5 5 12 7 4 3 3 62 12 12 10 12 6 67 12 10 9 12 5 72 12 8 9 12 5 11 9 4 6 5 11 7 3 3 9 9 ,\ \` 5 5 5 5 9 7 7 7 M 7 12 12 12 3 3 3 3 11 8 - 8 — 8 92 12 4 7 12 4 112 200 4 8 10 3 9\ \ + 12 12 . 5 5 12 9 - 7 12 3 3 12 9 9\ 12 12 12 12 5 5 12 10 7 7 12 12 3 3 12 11 9 9\\ 12 12 12 \ 12 7 7 7 — ;77...'7. � 62 12 12 12 12 12 6 7 12 12 12 12 12 12 12 10 12 11 1/4'(3 0ROP SIDEWALK HEAD) MIN. (MIN. 3.000 POWERS RAWL -IN A 1/4 - 20 80LT I3/4 "0 W/ 1 - 1/4" EMBEDMENT P.S.I. CONCRETE) 72 12 12 12 12 12 12 11 9 12 10 12 12 92 12. 12 _ 1 12 8 9 _ 8 12 — 12 10 9 12 7 7 12 8 12 7 7 12 8 112 12 7 7 12 8 12 7 7 12 8 20 0 12 7 7 12 8 12 7 7 12 8 12 7 7 12 8 0 7 /0A /0 91/17/07 A ADO 1LS1.1010000 COKQMS ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. 0.050" ALUMINUM STORM PANELS MADDENP 4vl e2)% ft 3 o ACC� 3e2)% ft 1.064 Rare (454) 45-2 nAarnufacturino, fag (45 STORM PANELS • RA38CW PRODUCTS tfid T "'IL79 KNEZEVICH & ASSOCIATES, INC. CONSULTING ENGINEERS V PRODUCT TESTING 1200 N. UNIVERSITY DRIVE, SUITE 180 • FORT LAU0ERDAl2 FL 1 TEL (854) 382.2800 • FAX (284) 382.2983 • FLORIDA COA ® 3808 WEBSITE: Wiw.KNEZEVTCH.CODA • E-IAAlt:KA@KNEZEVOILCOA9 OIG 0 2007 KNEZEVICH 6 ASSOCIATES, ING 0 0 VS:01 LO/OZ/Z0 A NCHOR SC iEDULE 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 1 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 1 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 HOLLOW CONCRETE BLOCK r -_ 1� > 1.8 12 12 12 9 12 12 12 7 12 3 8 3 5 8 `' 62 10 7 9 5 9 3 6 3 5 6 7 11 7 6 11 8 5 8 6 3 3 -- 3 3 3 5 5 — 5 5 5, - -,� 1/1"0 ITW T,APCON OR I/4••0 ELCO TAPCON W/ 1 -1/4•' MIN. EMBEDMENT 72 11 5 6 11 8 4 8 1 6 6 6 6 9 2 8 7 3 S 4 8 6 6 6, 3 3 5 5 ■ 112 200 6 3 5 6 5 �I `,,„ * ulliI 4 8 12 12 12 12 1 12 6 12 7 62 12 12 10 12 12 12 4 ' 10 5 67 12 11 12 12 7 12 4 10 72 12 9 12 12 6 12 4 10 1/4 "0 ELCO MALE/ FEMALE IN. EMBEDMENT W/ 1 - 1/4 M IN. EMBEDMENT 0. 1/4 -20 MACHINE SCREW WITH NUT 92 12 7 10 3 5 8 3 10 112 10 5 • 10 3 5 8 3 10 200 10 3 5 10 3 5 8 3 10 1/4 "0 A 7/ STEEL MI POWERS E S MACHINE CALK BA NLESS SCREW -IN 4 8 12 12 10 12 10 7 12 5 11 62 12 12 1 12 :;P 5 5 3 8 I , , let 6 67 72 12 , 92 11 9 • 11 8 I 8 6 Le 4 � 8 ' 8 6 6 112 200 8 1 6 8 . � 8 48 12 12 11 B 62 12 2 9 , 6 6 7 11 1 1 8 1 -1 r%V.I 1-1- 4 6 8 2 1 : AN j ;': 1/4'0 DYNABOLT — ITW RED HEAD SLEEVE ANCHOR W/1 -1/8•' MIN. EMBED. • 3 3 6 72 111 7 3 3 6 92 1 12 11 3 3 3 10 5 ■ 1 12 9 -- ,9 9 9 %4i 'i // ///; /X /1 3 3 3 I el l m i p f -- 1 M in ] 6 6 6 \, j I r /l/1 v= p,1 in ni r: H �I r 111 , 112 200 4 6 62 i 67 7 � • 92 112 200 immc1u11ttn�-- • , I 5 5 12 11 . 5___ 9 9 rI r- .o vw v,; ,n l t I I d 1+ ri H n N1 - 1 r f I r -1 �i I/6"0 ASHLEY QUICK -SET SCREW WITH 1 -1/4" MIN. EMBEDMENT • a 1Zv revisions 1 dale 01/11/0 0]/10/0) desovls Hon W 1 No. 11.19 z MS 00 RITMO A 11(112 CORRIN'S rsI • COWITYCOMNENT! . ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. i i 0.050" ALUMINUM STORM PANELS Ibt9 22f4 4rut awn FL ® P Rule ( ►, 1 manufacturin STOaV PUELS • 11A08CN PROOLCT9 ts tdL,7d MADDEN KNEZEVICH 61 ASSOCIATES, INC. CONSULTING IENOINCBR8 • PRODUCT ?WINO 1180 N. U9dfUERSITV 0RP/E IiUITE 180 • MIT U NJOE W LE• FL SSW TEL• 064) 202.2 8 • FAX: gam x•2060 • FLORIDA OOA m WEBSITE: VANIRJOJEZEVICH.0041 • EMAIL• I0410CEEVIC t OaM COPYRIGHT ® 2001 KN2BEVICH U ASSOCIATES. INC. FASTENER MAX. ANCHOR SCHEDULE LOADS AND SPANS 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 t TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 ® 48 12 12 12 12 12 12 12 10 12 11 12 9 7 12 8 62 12 12 11 12 12 12 11 8 12 9 12 6 6 12 6 67 12 12 10 12 11 12 9 7 12 8 12 6 6 12 6 -i�.10-1 1/4"0 - x LONG LAG W/ MIN. 2" SHEAR PARALLEL PERPENDICULAR WOOD MIN. I 3" SCREW EMBEDMENT OR TO 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 7/16 - 0 W/ S /8' 6 1/4 STEEL I1111111 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 Allan 67 12 12 8 12 11 12 9 6 12 8 12 6 4 12 6 WOOD MIN. -20 STAINLESS MACHINE 72 12 12 7 12 10 12 8 5 12 7 12 6 4 12 6 BUSHING EMBEDMENT 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 6 12 6 12 6 4 12 6 200 12 6 I. 12 6 12 6 4 12 6 12 6 4 12 6 s 4 8 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 62 12 12 12 12 12 12 12 11 12 10 12 6 8 12 7 t!■IIUtd1fll11ttU - 67 12 12 12 12 12 12 11 10 12 9 12 6 8 12 7 1/4'0 ELCO FEMALE "PANELMATE" 1 -7/0 MIN. 6 1/4 - 2 0 SCREW WITH M•LE/ W/ EMBEDMENT MACHINE 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 NUT 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' RECOMMENDATIONS. 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" tt 4" (MIN.) WOOD 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. 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. P. 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 (off 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. *10.6 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF 0 KEYHOLE WASHERS ARE USED. Approved em complying with the Florida Bolding Code Dote * . 2 PIOAro Miami Dade Prvdoet Cootrtt9 1Divisio • It- Z. _z tu J Q <2 00 9 0 ( ® AS WOT¢O by Oosign by 1 (inocl.ot O via `` vPt Oro wing no 00 -380 sheet 9 of 10 f19 ho /ro 15. 9!1 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 ACCEP I 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 8 2 ARE FOR USE WITH .050" ALUMINUM STORM PANELS ONLY. Approved as arooglyiieg with (.,3` 1orkdo Scrildkag Dote 02 /Z /2 O 2. NOAH - 0 PPia ®1 Dade Pro¢®gg C sJ Divisi By 0 0 c c 2 0 5 S a 2 S 3. M 2 led C E 0 s a i w ft Egg wEamooMagmmis • V J. KNEZ H InuwESSW f NEER FL c.c No: P� • • 0953 9 2002 03/06/01 o dr own Oq as WO7E0J( s v F ienv"a (cn°caed b,1 dr°ering no. 00 -380 sh2¢1 10 of 10 ALUMINUM STORM PANEL SPAN 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 4 5.0 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 - 112.0 2 3 3 1 120.0 5- 0 2 2 3 130.0 1 -3/8 7- 0 2 140.0 3 1 1 -5/8 150.0 2 -1/2 3 3 2 160.0 tri rn 3 -3/4 3 170.0 3 -1/2 50.0 5 180.0 2 3 3 1 190.0 6 - 0 2 2 3 200.0 1 -1/4 f19 ho /ro 15. 9!1 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 ACCEP I 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 8 2 ARE FOR USE WITH .050" ALUMINUM STORM PANELS ONLY. Approved as arooglyiieg with (.,3` 1orkdo Scrildkag Dote 02 /Z /2 O 2. NOAH - 0 PPia ®1 Dade Pro¢®gg C sJ Divisi By 0 0 c c 2 0 5 S a 2 S 3. M 2 led C E 0 s a i w ft Egg wEamooMagmmis • V J. KNEZ H InuwESSW f NEER FL c.c No: P� • • 0953 9 2002 03/06/01 o dr own Oq as WO7E0J( s v F ienv"a (cn°caed b,1 dr°ering no. 00 -380 sh2¢1 10 of 10 ALUMINUM STORM PANEL MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE F ACTUAL SHUTTER 3 MINIMUM SEPARATION M MINIMUM SEPARATION 1 - S BAR N NO BAR N NO BAR 30.0 5 3- 0 2 2 3 3 1 1 -1/8 4 - 0 2 2 3 3 1 1 - 1/4 5 -0 2 2 3 3 1 1 -1/4 7- 0 2 2 3 3 1 1 -1/2 8- 8 2 2 -1/8 3 3 2 2 -1/8 10 - 6 3 3 -3/1. 3 3 -3/4 3 3 -3/8 40.0 5 3- 0 2 2 3 3 1 1 -1/8 4 - 0 2 2 3 3 1 1 -1/4 5- 0 2 2 3 3 1 1 -3/8 7- 0 2 2 3 3 1 1 -5/8 8- 8 2 2 -1/2 3 3 2 2 -1/2 10 - 0 3 3 -3/4 3 3 -3/4 3 3 -1/2 50.0 5 3- 0 2 2 3 3 1 1 -1/8 6 - 0 2 2 3 3 1 1 -1/4 5- 0 2 2 3 3 1 1 -3/8 7- 0 2 2 3 3 1 1 -3/4 8- 8 2 2 -3/ 3 3 2 2 -3/4 9- 5 3 3 -3/4 3 3 -3/4 3 3 -5/8 s 3- 0 2 2 3 3 1 1 -1/8 4- 0 2 2 3 3 1 1 - 1/4 5- 0 2 2 3 3 1 1 -3/8 60.0 7 -0 2 2 3 3 1 1 -7/8 8- 8 3 3 3 3 3 3 9- 0 3 3 -3/4 3 3 -3/4 3 3 -1/4 3- 0 2 2 3 3 1 1 -1/8 4 0 2 2 . 3 3 1 1 - 1/4 70.0 5 5- 0 2 2 3 3 1 1 -3/8 6- 0 2 2 3 3 1 1 -7/8 7- 0 3 3 3 3 3 3 8- 8 3 3 -3/4 3 3 -3/4 3 3 ho /ro 15. 9!1 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 ACCEP I 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 8 2 ARE FOR USE WITH .050" ALUMINUM STORM PANELS ONLY. Approved as arooglyiieg with (.,3` 1orkdo Scrildkag Dote 02 /Z /2 O 2. NOAH - 0 PPia ®1 Dade Pro¢®gg C sJ Divisi By 0 0 c c 2 0 5 S a 2 S 3. M 2 led C E 0 s a i w ft Egg wEamooMagmmis • V J. KNEZ H InuwESSW f NEER FL c.c No: P� • • 0953 9 2002 03/06/01 o dr own Oq as WO7E0J( s v F ienv"a (cn°caed b,1 dr°ering no. 00 -380 sh2¢1 10 of 10 r• '8(0 [fly 055 12 • 076 HEADER -CLG. O MOUNTED SCALE: HALF SIZE .052 -- .28I TYPE 1 .052 a g TYP. SLATS .282 TYPE 2 J EITHER TYPE 1 OR TYPE 2 SLAT IS ACCEPTABLE. THESE SLATS ARE INTERCHANGEABLE :o 11 . .055 17 • 076 r3 . 097 HEADER O . WALL MOUNTED SCALE: HALF SIZE .057 ADAPTER SLAT SCALE: HALF SIZE SCALE: HALF SIZE GENERAL NOTES: 1. THIS ACCORDION SHUTTER SYSTEM 15 DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING COOS. 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC 1085 IN ACCORDANCE WITH AS(E 7 -88 - MINIMUM DESIGN LOADS FOR BUILDINGS *NO OTHER STRUCTURES - . TABLES SHALL BE REFERENCED AT APPROPRIA DESIGN LOAOS. 3. ALUMINUM E)VTRUSIONS SHALL BE 6063 -76 ALUMINUM ALLOY, U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LA8E1ED AT THE 80110H ENO OF THE LOCKING CENTERHATE AS FOLLOWS: ALL WEATHER SYSTEMS, INC. FT. LAUDEROALE FLORIDA MIAMI -DARE COUN PRODUCT CONTROL APPROVED 5. ALL BOLTS ANO WASHERS SHALL BE 2021 -T1 ALUMINUM ALLOY, STAINLESS STEEL OR GALVANIZED STEEL WITH A MIN. FY 33 KSI. POP RI SHALL BE 3/16 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SLOE CLOSURE WITHIN 18 OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 7 THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT T HE PRODUCTS TESTED FOR IMPACT, CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ MIAMI - OAOE COUNTY PROTOCOLS PA 201, 202, AND 203. 0. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION IC.T.C.I TEST REPORT No. 96 -071. ANO 96 -037. 9. TOP DETAILS MAY ALSO BE USED AS SILLS. 10.FLOOR TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE REMOvABLE ANCHORS SUCH AS CALK -IN ANCHORS. 11. THE PERMIT HOLDER SHALL VERIFY THE AOEOUACY OF THE EXISTING STRUC TURF TO SUSTAIN THE NEW SUP(RIMPOSED I OAOS ANO TO VERIFY ALL DIMENSIONS A THE 108 SITE BEFORE COMMENCING WITH THE WORK. 11.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EN8EOMENTLENGTHS SHALL BE AS NOTEO AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. r- 0 0 0 0 0 ANGLE 0 01.8 2a BUILD -OUT WALL HEADER 381. .24 1 1 - C- MAX. SCALE: HALF SIZE SCALE: HALF SIZE 2 2.586 .060 - .165 1.0. .28S 0.0. 060. CCC111 060 • o 0 P ` N m 060 0 .750 1 1.9 9 J 1.391 1.391 STAINLESS 5 455EH81� .4600 HOLE .050 1.100 f .251 ROLLER ASSEMBLY 31.0 HAY O SCALE: HALF SIZE NYLON 4HEEL RIVETED PH PLACE SCALE: HALF SIZE TOP �r 230 MAX. 00 12a N 0 .010 v. a9sJ i .956 .517 P 375 SC AL L1 7� 91.2 6a ti 1ALr SCALE: HALF SIZE 2.981 CENTER MATE 1 U CENTER MATE 2 2.312 1.115 .312 LOCKING ARM SILL -WALL MOUNTED .-230 MAY BOTTOM CARRIER BUSHINGS 322 SCALE: HALF SIZE 1/8" THICK STAINLESS STEEL S 2)0 MAX. .300 711 322 1.211 . :11 i 16 1685 ( 1.65 600 fi.500, NI 055 11 tot 711 SCA HAL S IZE 11 ..055 12 • .076 620I 0 ADJ. SILL -TOP 919 SCALE: HALF SIZE .0 -1 . 181 .060 I{ 060 e e 250 1 1.391 1.891 SCALE: HALF SIZE m 2.373 - /-- • 1.77- 1.0 , .617"' 0.0. 1 // NI J I 1 1 I ,77, 15 1' 1 I I f .500 - LOCKING CLIP F- 11 mI 4 - I :1JU °I i ' 1.500! I ;� I I17= 1 1? e2 LL831 975 t :83i I 191.0 f WALKOVER SILL FLOOR MOUNTED O ADJ. SILL -BOT. SCALE: HALF SIZE CENTER MATE 1 W/ LOCKING ROO a 1 533 055 a M1 { SCALE: HAL% SIZE 0.375" R- al °L _J WITH SCALE: HALF SIZE n 360.710 . 1 01 c4 x.150 7.110 GG END SLAT SC ALE HALF SIZE o50J FLAT END SLAT SCALE. HALF SIZE 3 SCALE: HALF SIZE 1 8) INSIDE HANDLE SHIM (NYLON) 3. 267 x . 080 1 750 1.750 - 060 965 1.315 CENTER ER MATE 2 W/ LOCKING ROO • 0.315 R 0.505 R LOCKING ARM ALIGNMENT BUSHING (NYLON) ,-0.1.35" R E 0 13S" . 0.200 APPRC' /ED AS COMPUTING 'MTH THE SOUTH H FLORIDA BUILDING CODE DATE / 2- Ili' Zc oc PRCCUCT iZr CL DIVISION . - .1.11 fl I.•r• -•-• -- - d a 8 - 0 v1 o r ei 0 -IY F S 1- o a 3 <0 -0 es Q o. ''iI W S t a 1 3 IXC O W U o a y 8 2 b Z 2 ® W SS > i k LUG m 0 07 0 1 FL L PE r arro V.J. KNEZ 1 PpQ (S51QF(.(l. E aW EE 00 ale ®n 0 No: 0 0983 6 200 7/23/96 at o by n( 1 eee• 9 n � v1a er o..•n0 ne. ® - 8 €9 E no.►ad br v10 SINGLE ARM LOCK SINGLE ARM LOCK BOTTOM TRACK N.T.S. SECTION . SEE FASTENER SCHEDULE OPTIONAL ORR S /0 NIL FRO BOTTOM OF EY TRUSION B(FORE ASSEMBLY FOR TRUSS M( AO BOLT (TYPE PLAN VIEW v•RgS - N0 fr11 TYPICAL ELEVATION — SINGL ARM LOCKING MECHANISM AT CENTER OR SID( OF SHUTTER. LOCK HAY 8( INSTALLED 014 INSIDE OR OUTSIDE OF SHUTTER $INGI( ARM LOCKING MECHANISM 81 ((NECK OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE 3 1 0 AL T. LOC ATION OF CUTTING NECHANISn A T SID( LOCKING MECHANISM CAN BE P 10" .BONE OR BELOW CENTER IS(( NOTE 61 i TOP T64(11 (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE NYI ON HAN01E (DOES 1407 REPLACE \ SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE ,./77 3/1- M1N 1 -1/7" MAX JOINT BETwEEN REn0v8BL( ANO FIXED Sal 1 - 0 1 1 /8" A LUM. A NGL E W/ 3/16 POP RIVE T5 (■ 6" 0.C. P( AN vl(W Y SECTION REMOVABLE FLOOR TRACK DETAIL r - F.ST(N(R (8 71' 0 C / LSE( •'(..0g SCM(OUL( FOR • ,.Y ACCEPTABLE .A N(M01:41. FASTENER to 7c O.C. 15E? ANCHOR SCHEDULE FOR ANr ACCEPTABLE AN(11061. IT rP Gb0 ASSEMBLY OPTIONAL ACCESS HOLE E XIS TI-40 STRUCTURE FASTENER - TYPE a- SEE SECTION 8 ON SHEET 3 FOR COMPLETE INF 011MA TION S. SINGLE ARM LOCKING MECH4N15M AT CENTER OR SIDE OF SMUTTER, LOCK MAY BE INSTALLED ON INSIDE OR OUTSIOE OF SHUTTER) SINGLE ARM LOCKING MECHANISM 4T ((PETER OR SIDE OF SMUT TER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER .-- MIN SHUTI(RSEPARA TION FROn OE ASS. 15(E SCHEOUL( SHEET S1. OISTAN(( TO BC ASUPEO FROM BACK 01 smut T (R 81 AOE OR (ROM HAND(( •1H(N MOUNT INSIOC. 1 , .510E CLOSURE 1 HANDLE w/ \ $1.111 TYPICAL PLAN VIEW SCALE: 3 • 1' - —111#4. SHUT SEPARATION (60(1 61ASS.ISEE SCH(OUL( SHEET Sl. DISTANCE TO BE H(ASUR(0 FROM BACK OF SHW TER 8140( OR FROM HANDLE '+1.(N MOUNT(0 1NSIDE. INSIDE CLOSURE '7 .14NO1E w/ HIM OPTIONAL PLAN VIEW SCALE: 3" • r -3 LOCKING PIN SCALE : 1 -1/7 • I -0 -I I USE0 WITH PIECES 0 ANO Q02) (451(#4(11 (8 ;'. 0C IS(E •NCHOR SCHCOULE FOR ',Hy ACCEPT•BLE • (xlS11NG / GL ASS ---/ O ITYP 6 -1/7" FASTENER (8 71 O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR(. EXISTING GLASS 7' MIN 7 n14. —T/16 0.0 • 0 6 LONG NYLON TOP 5U5H1NG 3/8 0.0. a 0.90 LONG NYLON BOTTOM 805HING 1110 . 3 5115. MANUFACTURED FROM RI1OHT STAINLESS STEEL W/ XYLAN 5700 FEUORO( ARBON COATING L .160 - 0 • .050 THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & 80710111 SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF S•ZE CARRIER 5U5HING 17 1110 • 7 SMS 1ANUF ACTUREO FROM 6110H OR 18 -8 STAINIESS STEEL w/ XYL AN 5700 FLUOROCARBON (DATING & 160'o . 050" 1H1(6 300 SERIES STAINLESS STEEL WASHER (TYP. 10P & BOTTOMI APPROVED AS COMPLYING THE SOUTH FLORIO.; BUIL DING CODE GATE / - L/ 'Lou o BY PRO CT C ROL OIL/ISION BUILDING WOE COMPLIANCE OFFICE ACCEPTANCE NC. DO — 0 7 o5. C I (_ • g g I • n pt I ! ( a Ofa PIP 0 a 3 0 aoo.g•• by 0 li z N W U 0 a X u Pd 03 Y 0 0 ) a 0 a 8. aro...Ng No. 00 - 86 9 • 0 V.J. KNE PROFE5510 GINEE FL LI EI a No: PE • 0983 6 200 ara..n DT Mc rno•woa 01 v 10 ( -9(0 { O .O I / I L({J MIN SHUTTER Sr PARA LION (ROM GE ASS !SEE S (H(OUL( SHE(! SI GLASS CR 0000 IF 0 N GLASS OR DOOR I � k O WALL MOUNT SECTION O CEILING /INSIDE MOUNT SECTION SCALE : 3"= 1•- 0' 11 CONT It /;- 11/ Z 11 CONT. MIN SHUTTER SEPARATION FROM GLASS Al T. ANGLE LEG DIR(C1t0N. REVERSE° ANGLE LEG MAY BE FROM ONE ANGLE 011 FROM 80122 ANGLES ITYP.I. FASTENER. SCE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 5• BUT 00 NOT EXCEED 6 SPACING 1/7 SCALE : l r- 0 (.IS 11HG CCNCO( I( M•SONRY OR -'000 SI RUC !UR( SEE •NCHOR SCHEMA ( T YP � — F•ST(NER SEC •N(MOR 'CN(DUIC. REFERENCE CNN(C 11011 'TYPE T ROLLER ASSEMOIY -7 11 /7 / TYP (•/CRY OTHER PIN 0 FASTENER, SCE ANCHOR SCHEDULE. REFERENCE CON/4(C TION 'TYPE 1• EXISTING CONCRETE. MASONRY OR 4000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. FASTENER. SEE ANCHOR �- 5C HE0Ul E. REFERENCE C 01111(171011 'TYPE 5 BUT 00 NOT EXCEED 6 SPACING TWO 1 /t -70 MA(MINE 901 TS NUT OR RIL TEK SCREW (d1 17 0.1. ITYP.. TOP b 801 TOM) 15E1 SCHEDULE Sn((T 51 9 -3/16 MA 7 — 1/ T -70 ; S 1 7 - M( 11NE 9C1 T ' . 111(011T. / 1 80110M1 O I T YO . TCP / ////// 1/7 - - 5 /8 ROVER a55E M61r'17 A-- TYP• EVERY OTHER 0111 1/2 n (ONT, 1/7 CONT. 111) CONT. 1/1 MAX 1 1 /l" MAX BOT TOM MOUNT DETAIL MAY BE USED AT TOP. O BUILD -OUT MOUNT SECTION E !1/7 MIN SMUT TER S(P•R• 710N FR011 Gt. •SS !SEE e N SCHEDULE SH((I SI 2 4 ▪ vA GR•SS 3 ‘t‘ OR 0000 a 0 N H 3 /ID - o POP RING H e ' ° OR A17 T(o SCREW - 3' 1 k O -- p 6 0 C. I YP I a W x Z v OC i O 4 W N ASSEI.1Blr �! N 1 , . 1- • 1 /e- •IUM. ANGLE .1-1-11 •J/ 3/16 - o PCP FASTENER, SEE ANCHOR SCHEDULE. REFERENCE C ONNE (T ION 'TYPE a• O 1 /L" MAX. I/1" MAX (k1 COWRIE T( MASONRY 00 000 STRUCTURE SC( •11(1100 S(H(OUl(.T - EC: Ea / V / � � /1J SCALE : 3 V. 0 J • La J W XO .4 N •0 0 G1 ASS OR 0000 0 LOGE OIS EDGE 01ST Jj Cl MIN, SMUT TER S(P•0A I10N FROM GLASS // ( xoS TING COH(a(T(, .M•SONRYr S SEE •NCHOR SCNECUI(. lYR F AS TENER. SEC •NCHOR SCHEMA( REFERENCE COHNEC 1ION 'TYPE 3' 3/ 6 - 4 POP RIVET ER 8 O.C. ITrP I 1 /1 MAX OPTIONAL FASTENER LOCATION IN 1ICU OF ANGLE SUPPORT - STAGGER ANCHOR 1 /t OFF ((111(11 REFERENCE CONNECTION 'TYPE a• /--- EXISTING CONCRE MASONRY OR 4000 S TRUE ;URE. SEE ANCHOR SCHEDULE. T YP . r r (11 1( • � FAS T(NE4, 5£7 AN(M0R 1 SCHEDULE. REFE1ENCE I NNE: TICK 0P:2 1 I y'T Cq TYP. TOP a 80TIOM It /2 Lt" MAX, GI. ASS OR 0000 FASTENER. SEE •NCHCR SCMEOULE. REFERENCE (01111ECT 'TYPE 2 n BUILD -OUT MOUNT SECTION r I/ I.' MAX : /t MAX 0 MIN. SMUTI(R S(P•R•I10N f ROM GLASS (SEE SC Z - 4 N 4 0 .- 1 NW W W ON 1 a W N XO X t v 4 WN 1 SCALE 3'•. 1•- 0 0 CONT - FOR L•RGER SP•NS VS( I WO 7 • S •l. •NG(15 1ST( SC HE OutE 1 TYot (7 F•S !(.NCR. S(( ANCHOR SCHEDULE. REFERENCE C 01111(7 T ION 'TYPE 2 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE C ONN(11 TYPE r n CONT. • FOR LARGER SPANS USE TWO 7 v 5 Al. ANGLES TSEE SCHEDULE 1 TYPE C1 7r,BE0. n•CHIN( 301. T w/ NUT (al 11 - 0C I1 YP TOP a 50((0111 BUILD -OUT MOUNT SECTION MIN SEPA/TATION FROM GLASS SCHEDULE! SMELT 5 SCA TOP t 9OtTOM G 4 0 0 Z Z 1 /1" M•Y /t MAX. SCHEDULE REFERENCE Z0 NN( C ETON - TYPE 1" / 31.11 00 •0T (x77(0 1.1/7' S7•(ING .✓ E- G1A5S OP 000P ) FLOOR MOUNT SECTION ✓ 1 rI•G [711(■7 IC. •••Spwo■ :7*_ C0 S :RUC IURC SEE •.NC HO* S( NECUL E. I YP // SCALE 3 = 1 ■O 7 • 7 750 - •l UM :UBE I.o 10P L 801 7011 { 1/71 N SHUT SE 0•4 A TION'OOP. CA ASS IS(3 S(H(0u(( SH(t7 SI 1/1. MA O 1.1.16 NA4 O BUILD -OUT MOUNT SECTION D 1 /C :1A X. / II I / i / FASTENER. SEE ANCHOR � StHEOUI. REFERENCE /I t CONNEC TION 'TYPE J EXISTING CONCRETE. MA SONAR OR • .+OCC STRUC'URE. S(: ANCHOR SCMEDUL(. APPRC•VE:D /1S CCMPL'%!NG 'MTH THP SCATc U H FL ERI E.UILDING CCCE � D it. 2 "/ ?RCCUCT C ; RCL CIVISICN 9UILCING CCCE COMP! !ANC(" CFF'C'c FASTENER. SCE ANCHOR SCH(OUIC. REFERENCE (01111(111011 - TYPE 1' Bur 00N07 ( X1(10 8-1/2 - :p 1 U(.0 W ► < 0 _ 0 a. Ua. 0 . (E) y cri R: W W 18 8 O c > a W E'1 W a u I w N (0 d 0 y J KNfrZ F c 1�}i 1 ! N PROFES. OAL E THEE LL (0 C e No:j 09 ®O 6 ZOOQ 71 3/9 o. � I+c • nv.rRa 111 '/ !R ALUM. BEAM 8 SHUTTER SCHEDULE DI SC RIP TION SHUTTER SPAN BEAM SPAN : .5" S• - 0 - I• - T. . .125" B 6•_1 Tr = .125 10•-0 r -6 7 - I. B" 7.... 077_ 0•-0 17' -0 7f ..271 10 - 11 -1 7 = 9_ S• -0 15•-5 - T....017 13' -0" i3' -7 11 ..221. 10' -0 tr - GLASS OR DOOR ( :.I5 rING S I OUC 1u0( THREE S /I6 o CAIA - IN (a 3. /9 O.C. W/ 1 MIN. (MBEO. IN CONC. OR NOLLOw B10CX , 4/ 7.3/L MIN (OGE 01ST. GLASS OR 0000 THRE( 5110 - o (ALA.1N 69 3- 0.C. W/ 1 MIN. (MBED. IN CONC. 00 HOLLOW 810(11 W/ 3_3/1 - n 1 N. (OGE 015T • (XIS TING STRUCTURE 41 r. EEO DIRE( TION MIN. SHUT SCRAPA TION FROM G(ASS ISEE SCHEDULE 5HE(7 51 (MAX. DESIGN LOAD = 72 PSF) O TOP SUPPORT BEAM DETAIL SCALE : 3 1'- 0 - NIN TER SEPARA TtON FROM ,1 ASS (SEE SCHEDULE SHEET SI r da 4- 3/16 - 0 POP RIVE T OR 017 TEN SCREW (5) 6 0.C. G.@ ASSEMBLY ACCESS HOLE — . 1' . 1/t' • 0'.6 6063-16 AIUM •NGLE THREE-I /L THOU SOL TS 1 MIN • I MIN. 71 -4 2 . 2 = 1 /1 A 0 %1) 5063 -T6 ALUM ANGLE 7HRE(_1/l - 0 TMRU 901 TS ALT. LEG C(IA(CTION (MAX. DESIGN LOAD = 72 PSF) G BOTTOM SUPPORT BEAM DETAIL ALUM 9EAn IS(( BEAN SCHEOULC BLOW FOR 0(AM OES(OIPTION 6 M4X. HOR170NTAl SP ANSI 71L_70 S.S. MACHINE SCREW L NUT (a 12 O.C. US( TMRU 5011 OR ACCESS %1( AS SHOWN IN 0(74IL(4) 1 l/ - MAX NOTE: 3/16 - 0 POP RIVET 00 017 TEN SCREW OD 5 0.C. Al. B(4M (SEE 3EAr SCHEDULE AOOV( FOR BEAM DESCRIPTION 1 MAX. HQRI7ONTAl SP ANSI I/L_20 5 S. MACHINE SCREW 1 NUT 17 0 C. PROVIO( 1 - 0 ACCESS NOTE IN 5077011 OF BEAN OR USE 11.10 0017 AS SHOWN IN QET AII M 1. USE 9EA SCHE ULE FOR OET AIL S ANO(3. 7. SHUTTER SPAN TO 3( 11M1T CO 10 THOSE 5HOWN IN 1.481E. SHEET 5 3. BEAM SPAN 514411 BE CONSIDERED A$ THE 0157AN(E FROM (OF SUPPORT TO ( OF SUPPORT. 01 ASS 00 0000 --• r rum. SnuTTER S(PAAAIION FROM GI ASS (5(1 5CM(01A1 SH((T 51 Pt YW000 ANO STUCCO FIN1SM 1 P 3 A I /5" 05 1 A 1 . 1 /0 6067 -76 ALUM. TUBE (MAX. DESIGN LOAD 72 P.S.F.) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE .3". 1'- Cr GLASS 00 0000 0413E0. 01.7%4000 ANC) STUCCO FINISH 7 . 6 P.T. '000 PLATE 11111 51 SEP404110s FROM GLASS ISE( SCHEDULE SHEET 51 O 1/7 - (MAX. DESIGN LOAD = = 72 P.S.F.) Z n a 1 '4 4 l/1 MAX 1/1 -20 S.S. MACHINE SCREW 6 NUT (b 12 0.C. PROVIDE 1 - 0 ACCESS HOLE Era BAC11 510E FOR F AS T(N114G TWO 1/1 5.5. 1AG SCREW (O j1. O.C. MAX. W/ 1 - 3 /5 PENETRATION IN CENTER OF STUOS 1/1 MAX fOR W000 PLAT( USE 1/L - 0 S.S. LAG SCREW •/ 1 -7/1 PEN(708110N 0470 W000 PLAT( 3/5 17 O.C. TWO 1 /1. S.S. LAG SCREW 7L 01 MAX. WI 1 -) /1" PENETRATION IN (ENTER OF STUOS WALL MOUNT SECTION - USING 2 x 6" WOOD PLATE APPROVED AS COMPLYING WITH THE scum FLORIDA BUIIDI G CODE DATE / Z 2./ /7_000 BY PRODUCT Cu TROT DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 C — 07o , d OI 0 U/ r O 0 01 c O rA c 44 E; °oar In O~ • E - kto - - 4, 1 2 0 e 3 0 0 N 0 e a ^ - ^ o u o U1. J Q . !: 0 i V ... kNEZ H PROFESSIO• E .1NE 11 FL LIc n :® Nc2: PE • 0983 1 i I (Jti • °' 6 200 i J °' O F7/23/96 I a5 M<)F Mc 0an.7n O CI = ►oo 6 V JR V lA I C=owing HO. } MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POS71IV( OE SIGN - 1040 Owl IPSFI e(TUAI SPAN IF T -INI MIN. ARA LION FROM GLASS FOR INSTALLATIONS LESS INAN 30' ABOVE 09400 !INCHES! MIN SEPARATION 00001 GL ASS FOR INSIA(LA1 Guiana THAN )0' ABOVE GRAD( 11,4(4(51 30.0 5 - 0 2 -1/0 1.1/7 7 - 0 7 - 7/0 7 - 5 /0 B - 0 7 -7/0 0 -5 /e 11 - 0 ) 7 -1/0 13 - 1 3 - 3 /6 2 - 3/ 6 L 0.0 5 - 0 2 -7/9 1 -7/2 7 - 0 2 -7/0 7 -5/9 9 0 2 -7/9 I -5 /9 17 - 0 3 7 -1/4. 12 - 01 1 3 -3/4. 3 50.0 5 - 0 7 -7/9 1 -117 7 - 0 7 -7/6 I -S /0 0 - 0 7.7/0 I.3 /4. 11 - 0 3 2 -117 12 - 2 3 -3 /l 3 60.0 S - 0 7 -1/0 1.0/7 7 - 0 2 -7/9 1 -5/0 0 - 0 7 -7/0 1 -3/6 17 - 0 3 1 -3 /6 11 - 0 3 -3 /I 3 70.0 S - 0 2 -7/0 1.1/7 7 - 0 7 -7/0 1 - 5/0 0 - 0 2 - 1/0 1 - 7/9 9 - 6 3 7 -1 /l 10 - A 3 7 -5/0 80.0 5 - 0 7 -1 /9 7.7/7 7 - 0 7 -7 /9 1 -3 /4. 0 - 0 7 -7/0 1.7/9 11 - 0 3 -I /0 3 -1 /9 12 - 1 6• 6' 90.0 5 - 0 7 -7 /9 1.1/7 7 - 0 7 -7/9 I -3/l 0 - 0 2 -7/9 2 17 - 0 3 -3/9 3 -3/9 11 - 6 3 -7/9 a• 100.0 5 - 0 7 -7/9 1 -1/2 7 - 0 2-7/9 1 -3 /4. 0 - 0 7 - 1/0 7 0 - 0 3 2 -3/ 10 - 3 3 3 ■ 0 MAXIMUM ALLOWABLE SPAN SCHEDULE l I w(G 0(S7Gw 10.0 IPirl TYV( A •)4 HOVw11w0 (Ow00 (IONS (•([Pi © [ f IF 7 - cal Ty"( 0 0(TAM 0 O OE7A.7 © 5l C.t( . . G t.( ). )/6- nett B O (FT - IN1 l7P( C 0(TAIL 00081( •NG4( 0 (000 0 (0 -1 /t - 77 41 B0. IF 7 - INI TYPE 0 O( T A0. 9 - )/+6 - ,,•• • IF 7 - •7 B 0. 10 0 13 - 1 17 • . 13 - 1 12 - 7 30 0 13 - , II - 0 I) - 1 II - 2 6 0 0 12 - I I 10 - 0 77 - ) 10 - 11 to 0 17 - . 1 - 1 10 - . 10 - 0 5 7 0 1 7 • I 1 -. 1- 7 1- 7 560 11 - 11 9 - 0 1 - 0 / - 3 01.5 0- 7 0- 7 0- 10 61 3 ` 0- 6 0 6 0- 0 66.1 0 -3 0 -7 0 -7 61.5 0- 3 0- 3 0- 5 71 7 0- 0 0- 0 0_ 2 750 7- 0 7 - 0 0- 0 01.0 7 - 0 7 . 0 - _ 060 6 - 7 6 - 1 91 6 6 - 3 6 - 3 700 0 5 9 5 9 770.0 3 - 7 5 - 130 0 a - 9 a - 9 +70.0 4 -) . - 5 +60.0 . - 1 4 - 1 750.9 3 - 10 ) - 10 760 0 .- 6 7 - 1 3 7 716.0 4- 3 3- 4 3 4 100.0 a -0 ) - 3 - 2 190.0 3- 10 7 -0 ) -0 700.0 ) - 7 0 - 10 2 - 10 770.0 7- 5 7- 0 2- 0 • 0 ALT. CLOSURE DETAIL SCALD 3 • 7• -0 1 7'• 1/9 - AIUM.ANGLE 3 010 TEL( SCREWS OR 3- 3 /19 - o ALUM. POP RIVETS ITYP.) 7 a 7 - • I/9 - AIUM. TUB( 6063 -76 AHOY FASTENER 7L .C. IUSC ANY ANCHOR IN ANCHOR SCHEDUIEI NOME: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE Q CORNER CLOSURE DETAIL SCALE: 3 • I•_0 0 70 • 1 /7 GALVANIZED 5015 OR 3/16 - o ALUM, POP RIVET 19 0.0. 1 • 1 • .055 : 1 , 2 • .OSS - : 7 • 3" • .055 ; 7 • I • .055 - OR r • 5 • . AL. ANGLE 010 TER SCREW OR 3/16 ALUM. POP RIVE (B 21. 0.C. ITYP.1 TWO 1 /4. FASTENERS. EACH ANGLE (5E0 ANCHOR SCHEDULE0OR ANY ACCEPTABLE ANCHOR! ©30R NO T( 5. SCALE: 3 • 1 - 7 REFERENCE APP00PR1A TE COLUIN IN T 48l0 7 645E0 ON 7CUN TING CON0.1 IN "ICLO 1. FOP O(S7GN LOAOS 8(74(EN TABULATED VALUES. U50 NExT HIGHER lO AO OR LINE AR IN TC aPOI A TION MAY BC USE0 TO 00 T(RMIN( ALLOWABLE SPANS. 3 ENTER TABLE 1 WIEN N(GATIV( DESIGN 1040 TO DE T(RMINE MAX. SHUTTER SO AN 1 .. EN7(0 T•81E 1'.+OON 00517//0 DESIGN 10A0 TO OE TEPMIN( 1101, SMUT TER SE PAPATION FRGM GLASS. SCALE: r • r.0 2 MIN. 0850ENER 0 27.- O.C. (USE ANY 401(0100 IN ANCHOR SCH(DULEI tVl ALT. CLOSURE DETAiL 7 - • 2 - 0.175 - ALUP1. ANGLE (ONT. 1/7. -70 7011155 49E40 BOLTS a NUTS W/ 10(1( WASHERS O 2l O.C. 010 • 1 /2 GALVANIZE° SMS OR 3/16 - o ALUM. POP RIVE T (97 19 0.C. Y • 1 • . :I - • 2 • .05 7 • 3 • .055 : 2" • c • .055" OR 7 • 5 • .175 AL. ANGLE :MISTING STRUCTURE HALF 00 V USE MALE 00 FEHAIE AS REQUIRED OP ALT. CORNER CLOSURE DETAIL MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE 5HEE 7 51 0.062 THICK RECESSED SILL 3105 -H37 08 6063 -76 ALUM. ALL0Y 11/0 8EL0W CONCRE7E) tiv 0 60" SCALE 3"• T 0 4 ALTERNATE O FLOOR MOUNT DETAIL I/6 MAX. £XIS TING STRUCTURE 4 MIN. 3.000 PSI CONCRE TE CONCRETE FASTENER Ca 9 0 C. ANY SCHEDULED FASTENER IS ACCEPTABLE APPROVED AS COMPLYING WITH THE SOUTH FLORID BUILDI .G CODE DATE / -27 Z 000 BY PRODUCT CGgROL DIVISION BUILCING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 00 - 0 7c dc' c 7• 0 L O L r L w 0 1 0V r0 F R ( 0 0 Q, O a coo co 9 (D 0) of (E) N (o O O O //23/96 FL Lice PE 0010 Z W 7- U 0 61 V) X Pa 0 0 U_ a 0 0 H V -J. KNEZE PROFISSIONAL • INEEE • a, .• OU 6 200 e No: 9 ®3 0(014 Oy AS NO M( , 0114 9 1 O4.0..i4" na. 111 MAU, SHUTTeR SPAN FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS ANO SPANS (INCHES) RE0UIRE0 FOR VARIOUS MIN. 3/4" EDGE DISTANCE LOAO (WI SPANS UP TO 5. -8- SPANS UP TO 8' -Cr. SPANS UP TO 9' -0.. S2 ANS UP TO 13' -1.. i.a r I.I.SI ANCHOR TYPE PSF rt (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION CONNECTION CONNECTION (SEE NOTE TYPE TYPE TYPE TYPE 1) 11213 4 5 11? 3" 415 1 2 3 415 1 2 3 4 5 43.0 12112 11 12 12112 8 5 11 12 12 7 1 . 10 10 12 4 -� ,11UL1d1 M1ltlllllllllllD 4 8 17 12 u 3 7 12 4 6 OOC 1/4 '.•1000 LAG W/ 1 -3/4 MIN. THREAD 5 2.0 t 2112 8 5 12 12112 6 72.0 12 12 7 5 10 12 12 5 3 7 9 12 4 3 6 7 12 4 6 R P P ENE AR AL L. CT L ION OR SHEAPERP. 92.0 12 12 5 3 8 7 12 4 6 7 17 1. r l' 5 7 12 4 ///1 5 T O '.+ 0 00 , R A I N 210.0 7 1214r/16 7 1121 4 4 6 7 12 4 7 12 4 VA 6 N; . U 0 J W Q U 2 0 U 0 J J 0 I w Q U z O U 1 ANCHOR TYPE �mnn +1 nnummum 1/4 0 ITW 7AP(ON W/ MIN. EMBEDMENT (MIN. 3.100 P.S.I. CONCRETE) s¢1amI 1/1. ELCO MALE/ FEMALE - PANELMATE •/ 1-t /4 MIN EIBEOMENT 1 1 /4 -70 MACHINE SCREW WITH NUT (MIN. 3.000 P.S.I. CONCRETE) 1/4 -0 POWERS CALK -IN W/ 1/8 EMBEDMENT & 1 / - TO STAINLESS STEEL MA(HINE SCREW (MIN. 3.000 P.S.J. CONCRETE) 1 1 /4 - ® POWERS Z AMAC NAIL -IN Id/ 1 -t /9 MIN. EM®EDMENT (MIN. 3.000 P_S.I. CONCRETE) �[nnll AAnllUAlmlll 1/4 - 0 ITW TAPCON W/ 1 -1/4 MIN. E. MBEOMENT by ezakicczincrauo R 1 /4 ELCO MALE/ EMALE - PAN €LMATE - W/ 1 -1/4 MIN. EPo0EOMENT tS 1 /4 -70 PoA(HINC' SCREW WIITM NUT 1/4 POWERS CALK -IN 7/8 EMB E DMENT 8 1/4 -7o ST.AINL(SS STEEL MACHIME SCREW 1/4 POWERS ZAMAC NAIL -IN W/ 1 - MIN. EMI:IMP1(NT 6 210.0 8.0 72.0 92.0 210.0 LOAC (W) PSF MAX (SEE NOTE 1) 92.0 210.0 72.0 92.0 210.0 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REOUIREO FOR VARIOUS DESIGN LOADS AND SPANS SPANS UP TO 5 " -8" (SEE NOTE CONNEC TION TYPE 112 MIN. 2' EDGE DISTANCE SPANS UP TO .. -0 (S NOTE 1) CONNECTION TYPE 1 1213141 5 48. 12112112 7 9 1217 10 517 S UP TO 9' -0" (SEE NOTE 1) CONNEC TION T YPE 1 1 ? I3I 4 1 5 12112 SPANS UP TO 13'-1 - (SEE NOTE 1) CONNEC TION TYPE 11 3 6.15 6 12 6 SPANS UP TOISPANS UP TO 5' -8"' 8' -0" (SEE NOTE 1) (SEE NOTE 1) CONNECTION T YPE 112 3 4 15 17112 12 8 11 1212 8 315 5110 5 / 3 12112 12 7 7 11 6 3 3 9 4 3 12112 12 5 } I 3' l 12I12 10 6. 6 / 10112 8 3 6. MIN. 3• EDGE DISTANCE CONNEC TION TYPE 1 213 41 12 12 5 5 SPANS UP TO 9•.0- (SEE NOTE 1) CONNECTION T YPE 1121314 5 7 SPANS UP TO 13 . - 1 .. (SEE NOTE 1) 111:1 111:1 48 62.0 72.0 92.0 210.0 4 5.0 17 12 11 15 7 12 12 3 5 �D� © 4 7 11 5 %©©O" 1 2 12 10 on ®�li 72.0 12 12 Q 3 5 6 m©,rry� 3 1. 9 4 ' ® ®� 2 5 6 11 6 9 12 S �c 3 8 2% 3 8 4 d©D n%-� 4 gams 210.0 3 8 2 3 8 4 e , 3 8 4 � 3 Igua'a 48.0 12 12 m� 12 10 6 10 10111E1111811111813 12 12 ® 9 12 12 12 12 8 12 62.0 t 2 ® ®� ® ® ®� ©9 12 12 8 a�13®13© 6 12 12 12 10 12 IDm0 11 12 12 72.0 12 18111C1 11 12 ®Dam ®aD mD © 12 ®� MI 9 2.0 12 12 ) . 8 © 8 7 1813© 7 12 6 � 12 ®W Um 10 62.0 112 12 8 4 r ,l 3 8 4 OF r 101101S / CIZE1 3 MEW' �SCIEMO IDS/.% III`/. �r 1 ` -1 '- r /. 1111Y%�1113%%DDEM / 5 1 3 A 12 12 7 3 4 4 8 5 A /1 4 oar.; �.,©© a y ; �� © / � EWA 180 mN©IDmosnorman . 11111=313 11111=313 moaBMIDO 7® DmM.13 ®©2�Da%'''M1�DDD , . 12 12 12 6 8 12112 10 12 7 3 4 3 9153 48.0 2.0 0 6 2.0 72.0 92.0 210.0 48.0 62.0 72.0 92.0 9 3 12 3 7 12 6 3 6 12112112 12 12 9 3 12 12 10 6 12 12 131311111E18 5 9112 ENIMMIIIN 12112 10 c 6 a 11 5 3 111203 5D�4E3 6. 1. 0; r 3 4 11 5 3 4 11 5 3 4111 5 /1 1 6. 11 5 7 12 12 12 12 5 9 I 1. 3 10 5 8 12 12 9 1 4 6. 8(3 5 6 3 9 c 4 6 6 12 12 7 3 12 7 7 12 6 3 6 6 11 6 3 9 3 11 11 9 11 6. 3 5 4 3 3 A 3 12112 7112 6 3 617 12 6 3 6 9 1210 5 7 9 1210 5 7 9 12 1015 7 9 4 10 3 9 5 c 3 916. 9 4 6 71315 3 5110 1. 3 319 1. 1212 8 3'5 12 12 7 315 5 10 3(6. 94// ? 3 9 3 3 3 12112 12 6 8 12 12 10 1. 6 12 9 1. 121212 5 7 9 1218 3 5 1 2 5 6. 1217 3 4 c 12 7 3 6. 6. 12 7 3 4 3 12 12 12 6 6 12 12 3 1015 12112 11 4 1 6 112 12 7 3 1 4 11 11 5 !/i 3 3 1212 8 31 9 i % . 13 5 8 5 ✓/9 1212 121 6 9 12 12 9 12 112 10 4 10 6. 6 17 12 12 12 12 3 3 17 9 9 5 5 9 4 5 1212 8 3 5 5 3 3 9 12 12 6. 10 3 r 3 3 12 12 11 5 8 3 7 12112 11 5 10 12 9 c 5 6 12 7 3 1. 4 12 7 3 1. 1. 12 7 3 t. 7 11 6 A 4 3 C911 c / 3 3 9 4 3 3 9 12 10 5 7 9 7 11 9 I 4 12 9 4 6 ,? 12 6 3 1. 1212 6 31 4 8 4 A 3 62.0 12 pm 3 5 10 Magna 10 groif infflom 12 11 5 6 ®D©121E1121013' 151:1l3ENEME SE 8 10 ©N D%J ©M© %!D EMEMEIRMIIIIEEMBEIMEIDErall 68.0 12©10 tOLIDa ©/j// 12 12 11 4 5 12 12 813 4 10 6 2.0 11 �a mD ©a O X F . a 0 a � i % XIMP7AMEMEMEIEM 3 5 8 1 5 72.0 10 10 D% a % % Q ���� 11 1 . 9 s / 333 9 2.0 6 Daly SETA//%© NNE 3 i 17 6 02U 6 4 r4g2 210.0 .fifi/L02111dl /JL. fA 4rd 6 4 r 2MYif 6 10171;'3 714 5 5 r/ 3 3 10 12 9 9 i A 915 j 3131 10 51/A3 6 9 c 9 4 1 3 • 9 4 3 9 4 • 3 12 12 12 12 11 6 8 10 5 7 10 5 7 10 64 1/ 3 5 7 5 7 k" 61 Ky 5 L;1 3 3 9 4 3 c 'n 3 3 9 4 1 /j 313 3 41- 3 3 9 6. 3 3 9 4( /I 1011. 6 12 1219 415 I5 11 5 !/) 3 8 3 1. 7 121 7? 14 3 9 5 '✓�,'" 7 713 1. C 10 12 3 1 3 19 5 VA 3 r 3 9 5 ,i 3 3 3 31716 ;''ii //t W 614 1//14 614rtIK/ CONNECTION TYPE 1121 3 6. 5 71121 8 3 4 4 17 7 3 4 c 12 7 3 1. 4 12 7 31 c c 12 , 31 12 10 9 IV 17 101. 5 5 11 61 3 7 12 . '.: 3 8 12 7 31 3 10 5 V 3 7 12 7 3 4 5 11 6 V) 3 3 10 5 1 3 3 10 5 2 3 3 10 50 3 1 ,10 / AI 3 ' FA 3 3 10 5% 3 3 10 5 i 3 3 1101 5 1!/) 21315 5 10 5_ V,1 3 / 11. 3 9 4r/ 3 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONEY. .ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MA TERIAL. ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAO GREATER THAN OR EQUAL TO NEGATIVE D ESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SH SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR W000 FRAM 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' RECOMMENOATIONS. 5. `^(NIMUM EMBEDMENT AND EOGE DIS T ANC_ EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EX(S T !NG STRUCTURE IS W000 FRAMING, W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO AOEOUATE W000 FRAMING `1EEM.BERS, NOT PLYW000. FASTENING TO PLY'W000 IS ACCEPTABLE CNLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREW'S FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER CF NOMINAL 2" u 4" (MINA W000 STUO. 3/4" EDGE DISTANCE iS ACCEPTABLE FOR W000 FRAMING. w000 STUD SHALL BE SOUTHERN PINE G.0.55 OR GREAT_RDENSITY. LAG SCREWS SHALL HAVE P !-:ILL:PS PAN i-iEAO OR HEX EAD. SCREWS S; `'AvE'INlMUM OF 1/ ENGAGEMENT CF T(- IREACS tN 3ASz ANC.`10P ANC MAY HAvc ciTHER A PAN HEAO, TRUSS HEAD. CR WAFER HEAL (SIDEWALK 80LT). U.D.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10 OESIGNATES ANCHORS WHICH ARE REMOVABLE 8Y REMOVING MACHINE SCREW. NUT CR WASHER ED WINGNUT. ANCHOR SPACING SHIALL NC- EXCEED ANCHOR SPACING SHALL NOT EXCEED .1. FOR ?UILD -CUT MOUNT SECTICN 8 -1/2" 0.C. 12. FOR BUILD -OUT MOUNT SECTICN 5' O.C. APPRCVED AS COMPLYING 'MTH THE SCifT; 1-LORICt 8UILC NG CCOE DATE / �'/ L -° BY PRCCUC T CO RCL DIVISION BUILDING CODE COMPLIANCE OFFICE. ACCc ' NG. 0 0 - 0 70 - C 8 al I 0 ■ u p a a ^ 7 0 „ •'" a >• y .". 0 a r .t tQQp N t1 i; .. s «. O - 2 ° F o = 0 c It N c - o e (O to " o O ' a " y y! Ci 1L ;_ .J S V.J. KN V f3fi 1 1PROf ESSIG At EWGINEE I 1 FL LI a No: ;+G • Q1 0983 1 6 200 07/23/961 ,.cTEO K 1 (000•gn 1T I ^o <.cA ° v) II vta vm ttert ® - C.v 69 1 A S T ES. IN C. MIAMI -OADE PRODUCT CONTROL NOTICE OF ACCEPTANCE All Weather Systems, Inc. 1111 SW 21 Ave Bay 10 FT. Laucicrdalc FL 33312 The expense of such testing will be incurred by the manufacturer. Acceptance No.: 00-0705.04 APPROVED: 12121/2000 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING I-0 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 - 2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375 -2908 Your application for Product Approval of: PRODUCT COtvTxoL DIVISION 11T -100 Accordion 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 detemiined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. (305) 375 -2902 FAX (305) 372 -6339 EXPIRES: 12/07/2005 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND• GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 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. a:4 rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office D. • • • . .r a • All \Vcath.cr Systems, Inc. ACCEPTANCE No.: 00- 0705.04 APPROVED E)PIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS . DEC 2 1 2000 12/07/2005 1. SCOPE This approves an aluminum accordion type 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 accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 00 -869, titled "HT100 Accordion Shutter ", prepared by Knezevich le Associates, Inc., dated July 23, 1996, revision #6 dated June 10, 1999, sheets 1 through 6 of 6, 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 accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 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. Helrnv fkwlakar. P.E.- Product Control Examiner Product Control Division 2 of All Weather Systems, Inc. ACCEPTANCE No.: 00- 0705.04 APPROVED DEC 2 1 2000 EXPIRES : 12/07/2005 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the 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 product 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 vtith any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE He]my . Makar, P.E.- Product Control Examiner Product Control Division r ubiva /ZuU4 uz:au I 1 NOTICE OF COMifllENCEME T A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. / 3 0/Y/1 7d STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1. Legal description of pro arty and street/address; 3 Pod"?' H/. */ S'ek 3 7 76 Al S y /414f r Sbarn 33 13$ 2. Description of Improvement: Interest In property; Name and address of fee simple titleholder: My commission expires: 123.01.52 PAGE 4 8'02 ALL WEATHER PROTECTIVE a 002/002 3. ^:-.n r(s) namo and address _ 1 6 o�r 91Z 1 %jjec'k � / � / /v ',4 %;4'r ..0 :r:•:444.,..,1_ y 4. Contractor's name and address; FOR' S_ p } pO 7 Un g y Ovie FL 33314 5. Surety: (Payment bond required by owner from contrJe �iTY OF OAD � ►. oR►oA. cou of the Name and address; , -TATE O F at MS IS a tru day 0 m Aount of bond $ I NERE:: OH'ce On „ „glna I Bled I �� AD 20 6. Lender's name and address: ¢eal. 7. Persons within the state of Florida designated by Ownerpon w provided by Section 713,13(1)(a)7., Florida Statutes, Name and address: une 2005 DONDED THR TROY FAIN W RCNCF INC Signature of Owner Print Owner's Name il/ MI Sworn to and subscribed. before me this , day of 't.t4'IQ , 20 # r � // � 1 � ' • ate' °y Ladye Susan Brown- Hedjazi Notary Publi n / I ,� / /�,� f* : .,, MY COMMISSION # 00033979 EXPIRES Print Notary's Nam ° /4M !i 1 6 , 33ss6 OR P•k 22406 Ps 2379; (j.Pg) h`F' (lh`ILED 06/1 8/2004 11:277 HARVEY ROVIN CI. E.F ' r: ' fillr'T .. • • . • rr_ 11111111111111111111111111111111111119111111 8, In addition to himself, Owners designates the following person(s) to receive a copy of the Llenor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year fibril the date of recording unless a different d cffied) c! 1-1/V-A,_ Prepared by geel-r i ”' 9 dress: Pat r. SyL *?J </ 4 4 / 1 l F / - 3 I