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SHUTTERSSquare Ft. X 415 My Co nmrssiolF JOSEPH DAVITZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC828525 MY COMMISSION EXP. APR. 21,2003 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 5-14 -qq Job Address 3/02 t1 . q5 6f✓ed Tax Folio I(- 2O1o_013 -0070 Legal Description Historically Designated: Yes No Owner/Lessee / Tenant rI eIQ✓1 GaIdSfiQub Master Permit # � Owner's Address 3 (o2 ALE. . Q 5 £ t(ec Phone ( Contracting Co. A I b -fate W 10610 (4 5 Address 7(7.3 ( U) 5Z si ✓eQ Qualifier DO; d B'hre I bavoi ss# Phoney 5 c7 -S( —3 3 FE State # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): UILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Municipal # WORK DESCRIPTION Ir1 G at p✓1 b�' 61ua'S 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 an 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 in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named con' • ( to do stated. X / e of Contractor or Owner- Builder Signature of owner an r Cond re Date as to Owner . (or Condo President Date :T :ir iT: ii I APPROVED: Zoning Buil Mechanical Plumbing Competency # Ins. Co. Estimated Cost (value) 4. 5000 , 00 Sign Notary as My Co lawirixab FEES: PERMIT /0'3 ' t r? 5 RADON C.C.F 3 s NOTARY O ` BOND Electrical 1 q Date •. :4 refry is ssion • x PjrsE NOTARYS DAVITZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC828525 MY COMMISSION EXP. APR. 21 Date 16-- TOTAL DUE /0 Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION f- 31c('- 013.looio PERMIT NO. TAX FOLIO NO. as A4A4 rr4 _ __ STATE OF FLORIDA: COUNTY OF 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 property and street address: 2. Description of improvement: 3. Owner(s) name and address: Interest in property: NN� Name and address of fee simple�tftleholder: nuA 4. Contractor's name and address: 7173 NW 52 STREET MIAMI. FL 33166 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: HELE 362 NE 95 S I Ktt I MIAMI SHORES. FL 33138 3bF Nt 95 5l REET MIAMI SHORES. FL 33138 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: differ date is s Signature of Owner — Print Owners Name HELEN GOI fSTAIIR MIA 8. In addition to himself, Owner designates the following person(s) to receive a copy of the L.ienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: MuA 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a ifi ) l 91 Sworn to and subscribed before me this _ _ day of / --- may , 19 • TE WINDUwa, UUUKS tsi 5HU I 1 tMS o n v i 1/ OFF IC1AI V�OTARYSEAL TOSF P VIfz Notary Public /, / • w:41, • Print Notary's f30 Name $8414SION NO. e: : Y ; . c• 6% e∎ .1. • My Commission Expires: .21,2003 998336296 1999 JUN 29 14:29 • 0 1 L \ ► I 0 0. J U Address: Prepared by: 5Q5AA) 7173 NW 52 ST. — i'v1IAMi_ FL 32166 — d 12301.52 2/93 MIAMI -DADS MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 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 Metal Inc. 7635 West 2nd Court Hialeah FL 33014 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 24 ga. Storm Panel Maximum Impact under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawings prepared by Robert S. Monsour, P.E., and test reports prepared by Construction Testing Corporation and Certified Testing Laboratories. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance 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, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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- 0304.03 Expires:10 /01 /01 Approved:10 /01/98 -1- Internet mail address: postmaster ©buildingcodeonline.com CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 Raul Rodfiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: bttp : / /www.buildingcodeonline.com MetalTech. Inc. ACCEPTANCE No.: 98- 0304.03 APPROVED : OCT 0 1 1998 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves a 24 ga. steel storm panel 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 The 24 ga. steel storm panel type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98001, titled "24 ga. maximum impact storm panel ", prepared by Ramms Engineering, Inc., dated January 10,. 1998, last revised on August 14, 1998, sheets 1 through 7 of 7, 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 The 24 ga. steel storm panel type 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. - 1Glakar, P.E. - Product Control Examiner Product Control Division -2- MetalTech, Inc. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 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 need not reseal the copies. 8. Failure to comply with 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 - 3 - ACCEPTANCE No.: 98- 0304.03 APPROVED . OCT 0 1 1998 EXPIRES OCT 0 1 2001 Helmy A.14akar, P.E. - Product Control Examiner Product Control Division - PRO -TECT HURRICANE SYSTEMS INC. Phone 954- 797 -7937 Fax 954- 797 -9804 Sincerely, May 25, 1999 Richard R. Perry President SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM BUILDING OFFICIAL Dear Mr.Building Official We are Dade County Notice of Acceptance holder for the "ASSA/Economy" Aluminum Accordiion Shutter under number 98- 0916.05. Allstate This letter authorizes .windows to use our Accordion Shutters under number 98- 0916.05 to be used at the following job: Goldstaub 362 NE 95th Street Miami Shores, Fl. ieechve, 7 4691 S.W.45TH ST. DAVIE,FL 33314 BROWARD 41 r. A MI Ag.AI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Protect Hurricane Systems, Inc. 4691 S.W. 45 Street Davie FL 33314 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 ASSA/Economy Aluminum Accordion Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawings prepared by Walter A. Tillit Jr., P.E. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance .3eserves 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, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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- 0916.05 (Revises No.: 96- 1107.04) Expires:12 /03/99 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL • CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:10 /21/98 -1- Internet mail address: ( postmaster @huildingcodeonline.com telAi MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 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 Raul Rodfiguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Hoznepage: http : / /www.buildingcodeonline.com Protect Hurricane Systems, Inc. ACCEPTANCE No.: 98- 0916.05 APPROVED • OCT 2 1 199R ' EXPIRES : December 3, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises the Notice of Acceptance No. 96- 1107.04, which was issued on December 3, 1996. It 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 - The aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -223, titled ..`-`ASSA/ ECONOMY ACCORDION SHUTTER ", prepared by Tilteco Inc., dated September 10, 1998, sheets 1 through 9 of 9, 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 The 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 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. akar, P.E.- Product Control Examiner Product Control Division -2- Protect Hurricane Systems, Inc. ACCEPTANCE No. : 98- 0916.05 APPROVED OCT 2 1 1998 EXPIRES : December 3, 1999 NOTICE OF ACCEPTANCE: STANDARD CONDITION5, 1 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 bd 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 of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE /7 • /" t�/�i� — 1 Helmy A. Nrakar, P.E.- Product Control Examiner Product Control Division -3- 1 X .062 - • . •.582 .257 3.875' 1.812' 1. 1 61 .196 111 679 1 2.000 - {� 3.875 - HEADER -WALL MOUNT. SILL -WALL MOUNT. (INVERTED USE) SCALE 3/8' • 1' 3.234 - 755 I"► 2.0 431' i W .062' Ty' . 44 T•� 3.023 © SILL SCALE: 3/8 - 1- O 1.610' F .500'500 -452 OE 180' STARTER SCALE 3/8' - 1 - F J - - •.531 - .55 - � JI r.07S { OH MALE LOCK SLAT SCALE: 3/8 - 1' •.582 .452 • 582 © FEMALE /FEMALE ECONO BLADE SCALE: 3/8- - 1- ® & ® HEADERS -WALL MOUNT. 7 3.234" •� r- 2.048' a5' i � 3.025' ® SILL SCALE. 3/8' • 1' SCALE 3/8' • 1' .062" ,y0. ® 9Cr STARTER SCALE 3/8' - 1 • r.9 1 1.758- I I I 276 -�1 F�- 2.033 - �1 J L 4.350- .452 Q FEMALE LOCK SLAT SCALE 3/8' • 1' T L •.582 •1.000'1 ® HEADERS -WALL MOUNT. SCALE: 3/8 - 1' 3. t 35' r_ 3.031' i.062' Typ. 1 © SILL BOTTOM ADAPTER SCALE: 3/8' • 1' 3.858 - S00 [056 _ 1 298' .452- •.168- OF LOUVER BLADE SCALE: 3/8' - 1' 1.000 r 4 I 1 .us• j -261 1 • 29 11 3 PLAN i75o' 2.750 - -J PLAN FRONT ELLVATION JO OUTSIDE LOCKER # 1 SCALE: 3 /e- - 1' COMPONENTS f 0 HEADER CEILING MOUNT. 1/4'• -20S.S. THIMISCfEN6 r i t SCALE 3/8' • 1' .062' Typ. ® SILL BOTTOM ADAPTER SCALE: 3/8' - 1 Q LOCKING PIN SCALE 3/e - 1 12' lily FOR UP TO 9'-0' SHUTTER BLADE LENGTHS AND 24- Min. FOR SHUTTER BLADE LD4GTHS GREATER TWA 9' .120 , 3.750 PLAN INSIDE LOCKER # 2 SCALE 3/8' - 1' 1 1 - 1 7 7 8 a �1 R.. � QQ RS E'Lla _I f- L+.000•..I SCE ELEVATION /ii TIUJM TU11MO 1111 ENDINEENI10 COVPANY r •L >•► 3..W I17. 1Ot• -• 6.0110470144 w..• ui. howl RrU 11u1 SALTER A TLU .►. P. E FLORIDA Lk. / 44187 GENERAL NOTES: 1. ACCORDION SHUTTER HAS BEEN DESIGNED N ACCORDANCE MYTH THE DATE COUNTY, 1494 EDITION OF THE SOWN FLORIDA BUILDING COOS. DESIGN NAND LOADS SHALL BE DETERMINED AS PER SECTION 9 OF ASCE 7-98. TRH 110 m.p.h. MSC WAND SPEED. ACCORDION SHUTTER'S ADEQUACY FOR IMPACT MC FATIGUE RESISTANCE WAS BEDI btRHFIED N ACCORDANCE MATH SECTIONS 2315 t 2314 RESPECTNELY OF THE ABOVE MENTIONED COOS, 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE / 10 2 3 410 -N1 MNINUM SERIES NI/ 135.0 Lai VELD PONT ! 180 IN TENSILE STRENGTH. SCREWS SHALL 9E COATED WTTH MAN 5000 SERIES FLUOROPOLYNCR COATINGS AS MANUFACTURED dY NFITFORD Co, BOX 507. WEST CHESTER PA. 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 9083 -T1 ALLOY (UNLESS OTHERWS( NOTED). 4. ALL SCREWS 70 BE STAINLESS STEEL 304 OR 319 SERIES M/ 50 U YIELD PONT AI40 90 11N MOLE STRENGTH. 8. ALL ALUMINUM POP RNETS TO 9E 5052 ALUMINUM PLEAT WIN ALUMINUM MANDREL BOLTS TO BE 2024 -T4 ALU1*NUM ALLAY GALVAMZED OR STAINLESS STTEEL TRH 35 ii MINIMUW INNUY YIELD POW. 7. ANCHORS TO WALL SHALL BE AS FOUAW5: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE - 1/4' • TAPCON ANCHORS. AS MANUFACTURED BY LT.W. RAMSET OR ELCO INDUSTRIES. NC. -1/4 • RANT. (MAC MUM ANCHORS. AS ILANUFACTURED 87 THE RAWL PLUG COMPANY. PC. -1/4" • a 7/8' RAW. CALK-04 AS MANUFACTURED BY THE RAWL PLUG COMPANY. NC NOTES M) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE IS 1 3/4'. W0408 M EMBEDMEN1 OF RAIL IAMAC NAIUN 6 1 1/2 0,2) N EMBEDDED INTO THE POURED CONCRETE. EMBEDMENT INTO STUCCO SMALL BE PERMITTED. 1/4. 0 -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM 910LAD STUCCO EXIST. A.3) 04 CASE THAT PRECAST STONE. RECAST CONCRETE PANELS. DR PAVERS E FOUND ON THE DUSTING WALL OR FLOOR. ANCHORS SHALL BE LONG 0404124 TO REACH THE MAN STRUCTURE 00400 SUCH PANELS ANCHORAGE SHALL BE AS NOICATED ON NOTES A.1) • t A.2) ABOVE. (TIE) TO E)OSTING CONCRETE BLOC( MALL: - 1/4 TAP0014 ANCHORS AS MANUFACTURED BY I.T.W. RAMSET OR ELOO INOUSTRES. INC. -1/4' • RAWL ZAMAC NALN ANCHORS AS MANUFACTURED 114E RAIL PLUG COMPANY. NC. - 1/4' • ■ 7/8' RAWL CALK AS W*0JFACTURED BY THE RAOL PLUG COMPANY. NC. NOTES 9.1) MINIMUM DIBEDMENT OF TAPCON ANCHORS. AND ROI IAWC MUM ANCHORS INTO THE CONCRETE BLOCK UNT SHALL BE 1 1/4'. 8.2) 7/B RAI NC L CALK -N //ENCASE DIMLY D(LY EMBE00ED INTO ME NCRETE COQ( UNIT. 140 EMBEDMENT M0 STUCCO SHALL BE PERWITED. 1/4' 0-20 SCREWS L6ED SHALL E 1 1/2' LONG INMW SH40LL0 SRJCCO MST. L3) N CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS E FOUND ON THE 02STMO WALL. ANCHORS SHALL E LONG 0IOUQH TO REACH THE MOI STRUCTURE M11ND SUCH MOS. ANCHORAGE SHALL BE AS NOICATED ON NOTES 8.1) t 8.2) ABOVE (C) ANCHORS SHALL BE INSTALLED FOLLO WING ILL OF THE REOOMDIOATHONS MD SPECIFICATIONS OF THE ANCHORS MANUFACTURER 8. BLADE ®. AND THE KNUCKLES FOR CENTS RMATES ® & QI . t THE STARTERS ® t © ARE LRCM THE PATENT OF EASTERN META& 9. R BOIL BE THE RESPONSIBRUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE HERE SHUTTER 6 10 E ATTACHED TO INSURE PROPER ANCHORAGE. 10. SHUTTER'S MANUF > STAMP SHALL BE PLACED ON THE CPOSED SURFACE OF THE FE]LALE LOCK Sur (COMPONENT O ). ONE LABEL S1ALJ. E > • FOR (VERY OPEPING. LABS SKILL READ AS FOLLOWS: PRO -TECT HURRICANE SYSTEM CW/E. FL DAME COUNTY PRODUCT CONTROL APPROVED. AFPRO' ;:.0 COMPLYINC WrTH THE :;CUTH FLQRiDH BUILD :"NC CODE /L PrJDuci Cii! ;' "L CiVIS:Gi`i EUILDiNG C3DE COi /,PL!Atr'CE OFFICE ACCEPTANCE No. g 1- 09 (0 .05 DADE COUNTY 1 ASSA / ECONOMY ACCORDION SHUTTER 1 ASS PRO -TECT HURRICANE SYSTEMS 66) 4891 Sw 45 STREET DAVE. FL 33314 Rt. IN 11m/T1t1� 09/10/88 DATE 98 - 223 ORAWNG N• SHEET 1 of 9 S CONCRETE ANCl/ORS CHEDULE) ` POURED CONCRETE REWIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED c CONCRETE ANCHORS # I o a T 5. S. (SEI SCHEDULE) S. M. LO NG 3/ BLUSHING. (Typ. TOP). • 10 a r s. s. s. M. s w /3 /Nr • a 5/Er LONG NYLON BUSHING (Typ.) (SEE SCHEDULE 1 FOR MI 1AUM I SEPARATION 'S TO CLASS OF (EXISTMG swam ( OR SaD. / 10 x3 5. S. 5. M.S. / 3/!s • x U LONG NYLON BUSHING. (TIP. BOTTOM). � ED s WALL MOUNTING INSTALLATION — SECTION A SCALE: 3/8 1' 4 • 10 1/r S. S. S. Y. S. • r 0. C. ii°UR CONCRETE ED EOLARED 1/4 0-20 S. S. S. M. S. W /FULL PENETRATION INTO RAWL CALK -f4 ANCHOR (SEE SCHEDULE). 10a S M. •NC 0.C. EDGE OF SLAB IF APPLICABLE REMOVABLE FLOOR MOUNTING INSTALLATION — SECTION B1 SCALE: 3/8 - 1" 5 /8" HOLE TO INSERT SCREW THRU SILL MO /ANCHOR (REMOWABLE INSTALLATION) �0!JETt WIT4 NYLON CAP. W 10x3 S. S. S. U. S. M W/ 3/T • x 7 /6' LONG NYLON BUSHING. (Typ. BOTTOM). V ///////// � OR CONCRETE BLOCK MALI Rf POURED CONCRETE CONCRETE ( RE 0. (SEE SCDN NICIFICRS I 110 a r S. S. S. M. S. W /3/!r • a 5/r LONG NYLON BUSHING (Typ.) SCHEDULE FOR MINIMUM SEPARATION 'r 10 GLASS OF EXISTING WINDOW OR S. G. D. CONCRETE ANCHORS # 10 a T S. S. S. M. S. (SEE SCHEDULE) W/ 3 /8" • a 5/6' LONG NYLON BUS14NG. (Typ. TOP). (SEE SCHEDULE) WALL MOUNTING INSTALLATION — SECTION Al SCALE:, 3/T = 1' 110 a 1/2' 5. 5. 5 M.S. •0 0. C. coNamit moan (sEE S011111114 .301E • 1/4' 0-20 S. 3. �L15 W/NUT 1N1191ER • 1t 0. c. t a r OR 4.015..125- ALTERNATE ALUMINUM ANGLE OID1 3S.S. S. M. S. 19/3 /!r • 5 /0 LONG NYLON BUSHING (TIP) © 4 b,0 POURED R cCNCENEI REBUKED O 10 1/2' S. ssY.S. • 6'0.C. SEE SCHCDULE FOR MINMUN SEPARATION '5 TO CLASS OF EXISTING mNDOw OR S. C. 0. (SEE xNEOUi ) OR ® CEILING & FLOOR MOUNT. INSTALLAT. lOx 5 . 5 . S wi/ 3/0 r • a 7 /rs LANG - SECTION B SCALE 3/111r = 1" NYLON BUSHING. (Typ. BOTTOII). INSTALLATION DETAILS • 141344-es-0.5-e. 5 W. a .125' Akin. ANGLE Cant (6063-76 ALLOY) POURED CONCRETE IEOURED OR WALL MOUNTING INSTALLATION (OFFSET) — SECTION Cl SCALE: 3/8' - 1 am SEP 15 1998 — SECTION 82 10 aTS. S.S. M.S. / 3 /P • a 7/0 A LONG NYLON WANG. (Typ. BOTTOM). f 1013 /4" S. S. S. M. S. • 6' D. C. D. POURED CONCRETE IMAM 10 ..3 11 s S s M. S w/ • Mn wHCH.Hc O ° 10 a3S.5 3/0 • F LONG NYLON BUSHING. (Typ. BOT CM). / 10 a 3/4' S. S. 5. M. S.•r 0. C. EDGE OF SLAB IF APPUCAIBLE rr \4,\T\\\., ALTERNATL POURED CONCRETE OR CONCRETE BLOCK MIL REQUIRED — ALTERNATE WALL MOUNTING INSTALLATION (OFFSET) — SECTION C SCALE: 3 /8' - 1 OR N �.00Lr Mr. 1/4 •-20 S. 5 5. M. S. W/FU.L PENETRATION INTO RAWL. CALK -IN ANCHOR (SEE SCHEDULE) REMOVABLE FLOOR MOUNTING INSTALLATION SCALE: 3/8' • 1' I 5. M. W / 3/1r • 1 a s/a • LONG mica BUSHING ) ( -SEE SCHEDULE OR Mira. 1 SEPARATION 'S TO ( GLASS OF DOST1 NG WIND01Y OR S. G. D. / 1Dar s5.5. 1.S. W/ 3/8" 0 a 7/0 LONG NYLON BUEMI NG. yp. BOTTOM). • 10a /4"S.S.S.M.S. /1 • MUHn. POP RNETS • 6'0.C. TERNATNELY ANGLE CAN BE LOCATED AT FRONT USING THE SAME SPECS AS SHOWN FOR REAR NSTALLAT101L EDGE OF SLAB • APPLICABLE =scam memos (512 scHEDuLO Y a 3' OR 4' OR s • .125' ALUMINUM ANGLE / o- (SEE salEDUtE) v.r.r 4" RUJI I M ANGLE 1 / 4 ' • -20 S. S. QOLTS w/ NUT & WASI.LR • 1r 0. c. 10 a r S. 5. Y. S. w/ 3/1r • a S /af LONG LO NYLON BUSI/ING. (T)'R TOP)J I:I / 11 11 11 11 10 a T I WN/ • 3/ V BUS 0 x 1 7/a' ION ..000 Ia YLON HING M 1/4 • -2fl (Typ. S. BOTTO 5. 00(15 ). w/IDT a UASHER • it 0. C. r E D. • EDGE DISTANCE (5EE SCHEDULE ON a OF L; -€ • . 2).1' . - . C3L.E r:;r.l ,; DADE COUNTY /1 TILLET TUT1NO a DICINEERING COMPANY al•. 7IM *L. Pa. 217. MOM NiaE04 MALI D1 M IOtr : pIa1 71 -II.M . ra• : wool -lam WALTER A. T1UJT Jr.. P. E ASSA / ECONOMY ACCORDION SHUTTER PRO —TECT HURRICANE SYSTEMS - (A.S.S.A. / 66) 4.691 SW 45 STREET OAVIE. FL 33314 a[II. NO ban In. AS SHOWN SCALE 09/10/06 DATE 98 — 223 DRAWING No SHEET 2 Of 9 CONCRETE ANCHOR (SEE Sc) HEDULE CEILING & FLOOR MOUNTING INSTALLATION - SECTION B' L.9 W V U W ©. O. aR ()memo wo «,G CONRFCTE *Pc HORS (SEE SCHEDULE) INSTALLATION DETAILS s. Y s r o PPOP • ALTERIMTNELY lO cariF TOP LP. cilli OR S. M. T1 ST• 4 0. C. AT 1111S LOCATION. / %//x///717 POURED CONO1ETE_ 7 v 111/ Ri. PENETRATION I NTO RAwL CALK -04 ANCHOR (SEE sa&O. SEE NOTES ON LOCKS ON SHEET 4OF9FOR 1 nrK R1'OUIRF)4FNIS • E 0. • OSTANCt ine OW •) -0 7/7/7/ POLP D IVIGIEIE wrDURED c. © REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION 81' 14 x 3 /4' S. 5. T. Y. 5.• 0. C. xt x.12S E0 3 -T6A 1 /t •-90 t S . t V t if/FULL Obit IRATION n (SEE SCNEDUA. 5/4 HOLE TO INSERT SCREW THRU SLL. NTO ANCHOR (ItELOv INSTALLATION) �OrER UTH NYLON COP. 10 *r/ 3/E • x % LONG NYLON BLSHIHG. (Typ. BOTTO ). 5. U. S. 10 a 3/4 S. S. POP OR MIT •4O.C. EDGE OF SUB APPUCAB.E REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION 82' 1 /1itENC TWT TES11110 ! ENGINEERING OOUPANY .710 1111 7.11 •117. MO1A .MWOT. /UMW 31186 Wow : 1 -11.10 . Fa t (700).71 -101 WALTER A. 11UJT .k.. P. E. ASSA / ECONOMY ACCORDION SHUTTER PRO -TECT HURRICANE SYSTEMS f ee) 4091 SW 46 STREET OAVE. F1. 33314 H tiI 1- WV. UP rc 111. r 7sD1•1.11 AS SHORN SCALE 00/1(,/.11 DATE 98 — 223 MARINO N. LLILELT 3 or 6 TYPICAL ELEVATION $EP 15 1998 OR 001101111 ROM RAU. OWNED 00810etit MINORS (SEE SLIEDUU) I 0. 3 . 1 1? S. 3 1 � • S 0. PCOP • . ALTERN►TMELY 70 ( M 10x3/ .5 SS Y. S. 0R 33 1 • � um. POP • 0. C. AT 1H6 LOCATION. WtA ( AUDINOJE WALL MOUNTING INSTALLATION (OFFSET) - SECTION C1' • 10 : IV 3//4� 0 1 7 /1.r IbNG NYLON BUSING. yp. BOTTOM). / 10 .3/_ S Y S. ON 3 1 • A1. 0 . • LTEERNATNELY ANGLE CM/ GE LOCATED AT FRONT USING THE SAME SPECS AS WWII OEM N 1 STALU 01L FOR _ — 1 EDGE OF SUB i APPUDABLE _J 1/4 0-20 > t N1S181•IfO.C. racrOR ..:a MILE 2 - 0 © 10.7 s.S. LL S. • .�,r IrrLnI1 e u9•�c. >o. 901700. // 5 M..S. A4+1. 00 0 TS • 0. r:i. ri•c DADE COUNTY CONCRETE AN'4O ORS •r O. C. r xr x.125 OR RUMMY TUBE (6053 -15 M -07) 3/15 • Man. POP R 14 x R/ OR • 6 ' 0 .C.Ryp -) • • POURED CONCRETE OR CONCRETE BLOCK MALL REQUIRED 3/11' • HOLE FOR =ONG SOLT SECTION E 2' x x.12TOR T xTxD90' M.UMtNL WOE (6063 -15 ALLOY) VII' Num Pc* RIVETS OR 14 3/4' S. M. S. Al" • 0. C. (TyP.) I 1 1 O Known To r 1 r x .12T Cont. Alum. ANGLE (6063 -TIN ALLOY) s• • rx rx.12TCont. Mum. ANGLE (6063 -T6 AL/CN) (ALIENATE 10 ©) • SECTION E1 SECTION D NOTE : SEE NOTES ON LACKS ON T►9s SHEET. 111W ALSO FOR SECTION ET NO ONE SHOED SHUTTER. (ALTERNATE 10 •• O mom= To ) CONCRETE a M MOMS C. ® E ©4 ® M O0" ©0R®a COI C ETE MpHiORS • If O. C. C 4 ®0R 0a ®DR 2.000' 1 AOC 1 1 •s ONE SIDED SHUTTER: END CONNECTION DE POURED /MACHETE 01 REQUIRED CorCRETE luXx WALL 11/2'x11/2' 1 1/? ■fORR r :r 01?*3 OR 2' � Lx S s 5 .12 (ee63 -T8 ALLOY) 14 x 3/4 S. w. S. OR 3/1111'_• C. ISOMETRIC (Typ. AT TOP CORNER POST) & BOTTOM SLABS) XI l M MOLT POURED CONCRETE CONCRETE SU= MALL R QUIF D 11xx11`?01 it 7 r _ r 3x``ORtxrx.12:! PLUINIUN ANGLE (1 / 14 • 3/4 S. IL S. OR 3/18' • AWINNUM POP R1C15 • r O. C. 013 0NL aM ALTERNATE CLOSURE DETAIL W/ • 1"'r r •n^" x 2' x .128' ALUMINUM ANGLE (6063 -Te ALLOY) ©a 0 0 , 40& Oce WALTER A. TIWT .0.. P. E. POURED OHOCRETE OR CONDIETE BLOC( WALL MEOWED OOP .RTE 0. M / IL ECO INC. \ TTLIJT TEWTINO ! ENpNEEJON0 COMPANY 6�2N. ]MA. !L. Po. m, MOM RAM a1 * Rune : (J o)o1 -IUD . F : 1 -1u+ N OTES ON LACKS : • 1670E LOCKER ) oR OUTSIDE LoCo:R 0 s*/ Rl ws RE USED FOR DKr SPAN AT NSTAWLTK)N s IMTHN THE FRST 30 FTET Of WRONG. AND KO SHUTTER SPANS roc GREATER TMNI S'-0'. FOR NST11LlA1gN5 ABOVE 30 FEET ELEVATION OF INSIDE LOCKER WL T TAC HED & ET YENS OF 2 T►RJMe SCRLIN ONLY USNG ( LOCKER W0 (41 iMY SE jlStn AS M1 NS= =COT If ATUD D N THR O • 1 4" • -20 • r LONG S. S. EADED BOLT •/ 1/4 A-20 • SHEET. . Y MEW= ALwNUr AN+U1. SEE MSTALiATioN Km. ON 0UT5DE LDOEPSHMLL RE ATTACHED *D •/ 1/4• • -20 S. L S10CMn&K 901.7 W 7 RING NUT OR 11/ 1 • -20 ■ T LONG S. S. TMRLADED COLT • 1/ / ( 0 -20 a 5/C Y TRADED AUNIARA RNNUT. S 4STA L ON DUAL ON TIC SH03. o). ▪ FOR NIS A/LIMN S IN IM THE MST 30 FEET ELLIAT1C41 OF MEASURED AT ROTTEN OF SNUTIER NO M ADCTEN TO ETIIIER DR LA USED LOCKERS. A REGUR T LAO( WAY E MED FOR AT ANY DESIRED LAGOON OF CONTERNATE ON= OR OU S . PUR wed U6ED NSDE ANNUM SEPARATION 10 GLASS SHILL ALSO EE %Enna! FROM THE IP OF SUCH 7 LOCK OR FROM TIE 0TIE11 SHUTTER COMPONENTS NOM ON SECTION D (MHCHEVER • MORE G•TtA& . p). FOR NISTALLOIONS ADM 30 FEETT E1t1A110N OF OULONG MESLTRED SOTTOM OF SHUTTER ANO UP TO S -4. ONE 7 LoL K WA E USED N L0 UEL OF 0031S OR ADMAN OF C NIERMATE MOM OUTSIDE OR MCC WHEN USED MME I•NM W SEPARAT10N 10 GLASS SHALL ALSO E 11139FTED FROM THE 11P OF SUCH T LOCK OR FROM THE OTHER S'MJTTER 03NIKI EATS SHOWN ON SECTION 0 (MNCHWVER 6 NOW C1TTCAL). 0 WORM TO (1D ) SECTION D1 (MULTIPLE SHUTTERS) (OUTSIDE) ALTERNATE USE OF JO LOCKER W/ RIVNUT t AS INSIDE OR OUTSIDE LOCKER NYLON SOOT HEAD • *: 9444 S c� D LARGE PLAIC PLAICE 119N SHEET E>:T NU Nu15ENT, PART AS MANUFACTURED •I NOEL 1E /TORN PARSPPENY. NCR ,MERSEY 07034 OR EAUAL. Yu_ 4b4211. 2 ✓i`. Jar OFFICE !...Q.8. 77.0qiU •• ASSA / ECONOMY ACCORDION SHUTTER PRO —TECT HURRICANE SYSTEMS (A.S.SA / 66) 4691 SW 43 STREET DAV1E, FL 33314 Yt[ DADE COUNTY S SHCWPd SCALE 09/10/98 DATE 98 — 223 DRAWING No SHEET 4 OF 9 I�1111 1�1 1 111 1 �@L� 1 1 1 ! ,10a 5. S. 1 Y. 1 •rae. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS L Tom: 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS wmt DESIGN LOAD UP TO 75.3 p.•.1. A11 9•(f Mo■. SHUTTER SPAN. 2. NEW T ■ 4 P. T. TO BE SOUTHERN PINE N. 2. SURFACED DRY NRM 19 X M. Y. C. w SPECIFIC DENSITY OF 0.56. 3 FOR No. 2. 2. SPECIFIC DENSITY OF 0.55 OR EQUAL TO BE SOUTHERN 1/4 • - 20 S. S. SOUS • it 0. C. w/ 10.• • won REQU t -SEE SCHEDULE FOR NNIMI - • St - r TO CLASS Or DOSTUO meow OR 5. 0. 0. ALTERNATIVE 1 1/4.1171010 WC SCREWS •r 0. C. w/ &l a l0.. PORT1NTTON TO 1 WOOD NOM = Ain ' ? 1 Mal (5063 ALLOY. , 10 i a 5 IL 5. II T 0. 0 1IQR DOD • IiG1i1iGIi111tG11 111 IMMO (2) 1/4 • • 1 1/t VC SCREWS • 0. C -0 0R© Q 017.5. '1 _ t It 5 W/ 3/r • 7/4 LONG 11/9023. ((Np• SETT H). NdP. T.2: ■ 5 Ca•. (2) I/4 • a V LAO SOIEWS • EACH MUD (NORM Of STUD) MO 0/ t Mix PENETRATION INTO STLA 1 / S LAfI0 fm.0N 0. 0 0•4 -r.,.... 011135 07 COSMO ww000 OR 1 0. 0. 1 /4 0.1 L AO sca 1 r r 0. 0. ALTERNATIVE 2 17 r ' r' 0 0 `l uIU1I1t1111111UI.I: ::,IUD : 111 1 / I�plgll U1111UI11�Igd�I�U_ . I ! L �� w• 24 RE 1\ \ O GLASS OF DOSING WIDOW ORS0.D ALTERNATIVE 3 S�YES•W0.C;M SLYNEEN LAC SCI•1•S r r C -713' 0040RS 1.123. Ala,. ANGIE 0111; -TII MADE. NEW P. T. (Co*. x (2) 1/4 • a S LAC =WS • Pal 51UO (10VM CF SILO) NO w/ 2' Id. PU•:T161fl0N 4410 STUD • 1/4 0 -20 s. i BOLTS 0 1T O. O. w/ wT a WARIER orW3 0. G RLDURD / 14. 3/4!.0. SLLS.•4' 0. 5.. 5. 1.1LSw/3 /r• . 5/r 10110 PRT.ON RUSSOC (T»•) t 10 x 1 1 Y. 5. L 8USHlI0. (Typ. BOTTOL ,10a 1/' S S & a&•r 0.C. , 102 S.tt Ill s. • i 102713 5. it 3. / 3/r • • 7/7 LANG ORION 1)11410. Up. 801704 r x 4 x 1/7 (141.) 0003-15 Man. PM (Cant) w/ (7) 1/4 • • Lr LAO sateen • DOI SRA (NOWDTH Of 9101) AND w/ T M1. PENETRATION 510 OOSTSG STIR. WALL MOUNTING INSTALLATION (OFFSET) - SECTION A SCIEOUL E -- FOR w. SIPARAnON 'S TO CLASS OF OtWITC M10011 OR S.G.D. � - j'f 023.15 N.1 `1 LOWS *Lon Wino& �ty� ion. O ff © was 1RLnscs OR RAflER • 24 0. C. REDUR® r ■ 4 ■ 1/r (1010 03113-T5 Mum w/ (2)5/14. MR R SOOTS OR ORISS LOCATE SCREWS AT IIOM0114 OF 00S11NC wawa ( L• % t 1 0.. v as 10 O OL ww Nrldl (TjO. BOTTOM). / 10 3/4 5.1. i 11 i• r O. C. 2• ■ r WOOD 000(IEOURao w/ 1/4 • . T 1/2- LAO solos •r a 0. ,1D xSi} S. • S 111n/5 • NEW t a 5 P. T. Cart WOOD PLA71 0/ (2) 5/1S • r LAC sCREWS TO EACH RAf1ER OR muss. LOCATE SCREW, AT 1(DODT1 Of DISTMC 0000 1134 (2' // MM. mkt. PI EroATTIOn. \/ 10 ■ 7 S. 3. 1 1L s. rr/ 3/r • 5/r LANG NrloO IIN G. (T� LOP). CEILING & FLOOR MOUNTING INSTALLATION CEILING MOUNTING INSTALLATION - SECTION Ft ALTERNATIVE 4 t e,/ GLASS 01 00511110 .bN00S OR 3. 0. 0. 2'4: 4 2: S. S K 1• r 0. C. • 1 nfl hIlII 1 1,141.14141,1,111.1.11 1i 10 11 1/T S. s. 1 11 t • r 0. C: IL ECO INC. WALTER A. T1L11T Jr., P. E 1.5017 TIL1R TES71N0 11 ENGINEERING COMPANY DM KW. 311a. IL. - 317. MLaM a•1004 n.a22A 311 mown : (.13)371-1$30 : (3c3»71 -1311 - NM.a. - SECTION B1 to ■ t : 7 NL� 10 3/4 ISSIti t O. C. 1/4' • -20is. BOL • 12 0. C. w/ N UTT 1 I wNS 01 M r M /0LE (1 3 - 11 t : 4 ■ 1/14 (N+) 4003 -T5 Akan. lust (Cant) w/ (2) 1/4 • x S LAC SCREWS • Dot ST.* (1401.^1 Or 5110) MO w/ t N . POCTTIR 1 0410 ECISTINC sTw. PRO -TECT HURRICANE SYSTEMS (A.S.SA / 68) 4091 SW 45 STREET LAVE. fl. 33314 ancarmal MATE : SECTIONS B t 01 CAN 8E COILED AS APPL1C.'8LE. r; GALb l � • q � - [11 4. q8 64tlo• 5 I ASSA j ECONOMY ACCORDION SHUTTER r I moo. a. r oo""ni DADE COUN1 AS SHOWN SCALE 09/10/96 DATE 98 - 22 DRAWING N. SHEET 5 Of 111.1.1.1.1.1 ; r 24 D. • I.Idd111Uh11b1•1.1$1. 1 - s 1,11111P° ALTERNATIVE 1 WALL MOUNTING INSTALLATION - SECTION Al SEE SCHEDULE FOR UNIIR)MN SEPARATION 'S TO GLASS OF DOSING tt•I00W OR S. G 0. 141 11 L S 5 • A C tke t.4 0)1/ T. x 1r Cant. 4•x LAC SCRLr/S• HIGH WOO OADI DIN a SRA) MO y t Mn. POETIMTION INTO STUD » 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DE9G1I LOAO UP TO 73.3 ..t. ANO r -(r Wm. SHUTTER SPAN. 2. NEW 2" x Ir P. T. TO BE SOUTHERN PINE 14o. 2. SURFACED DRY VON 19 2 M. W. C. W SPECIFIC DENSITY OF 0.53. 3. FOR NEW W000 MANE CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2. w/ SPECIFIC OENSITr OF 0.55 OR E0U4.. PION SS.S.M.s / 3/If • . 7 /!T LONG NnoN BUSHING. tip. BOTTOM). INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 11 II II II 11 u 0 0 • 24 IIE0t1 C 0• • 14 3/F 2 2 S. ti 5_•S 0.G • 1111111111111 111111111111111111��, t U � ALTERNATIVE 2 WALL MOUNTING INSTALLATION (OFFSET) - SECTION A2 1 ; 1 P 15 14(1R - - w 10 a r s. s. S. W. s. // 3/t. ! • 31 7/r LO G NYLON BUSHING. (Typ. BOTTOM). F x 4 x 1/C ) 9063 -T5 Num. TUBE (Coat) w/ 1 4 . x e LAO sCR'PS • Eat• (1IIN1TU1H OF 31U0) NO w/ t urn. P0ETMTON moo CQ511NC 51113. + SCHEDULE FOR MNOAUM SEPARATION 'S' TO CLASS OF EXISTING MAN00W OR S. C. 0. / IL ECO INC. \ MUT TESTING ! ENGINEERING COMPANY A.. N l 31M p.. !a 317. WON% GAMS. FLD1a 33101 Ram • QMIVI —13.70 . re. : (]05).71 -1131 WALTER A. TLUr Jr.. P. E • ---SEE SCHEDULE FOR IIINBAUM SEPARATION 'S —.. TO GLASS OF EX STING moat OR S. G. 0. W. 11. W000 HEADER REQUIRED 1' 11 t ■ 1/p (awn.) eo63 - T7 ALLOY ALUMINUM TUB Cont. 1/4.14 LONG LAG SCREWS •8' 0. C. w 1 1/r Min. PENETRATION T6 EIISTHC W000 HEADER 10 x w/ 3/4 • it F 5/ Y S LONG NYLON BUSHING. (Typ. TOP). ALTERNATIVE 3 ALTERNATIVE 4 oa. • 4 II I II IJ Cont. EQUAL TO ALTERNATIVE 2 NEW P. T. r ■4 W/ 1/4' • ■ S LONG LAG SCREWS •6' o. c. w/ 1 1/t Nan. PENETRATION TO C0 11 W000 HEADER • 10xTS. S.S.M. W/ 3/19 • x 5/5' LONG NYLON BUSHING. (TyP• TUP)• PRO —TECT HURRICANE SYSTEMS . (A.S.SA # 66) 4891 SW 45 STREET DAME. FL 33314 W. as €j)OR ®OR • 10 ■ 3 S S. W. S. 3/4• ■ S/2 LONG NYLON BUSHING. (Typ.) , t. �3 S. M/ 3/V • SH MNC 4 ` BU (TTyp.) Cont. EQUAL TO ALTERNATIVE 1 E:;i!L.. ; :': c J'(11;i ASSA / ECONOMY ACCORDION SHUTTER DADE COUNTY AS SHOWN SCALE 09/10/98 DATE 98 — 22: DRAWING No SHEET 6 OF ALTERNATIVELY TO CONNECTION AT TOP UP. USE X10, 3/4' S. S. 14. S. S. OR 3/16' • Mum. POP NY TS • 1t 0. C. AT 1H6 LOCA1 �II�I 'Lag GLASS OF EXISTING WINDOW OR S. G. D. 1 4• x 1 1 2' LAC SCItEws T 0. C. ALTERNATNQY TO CONNECTION AT TOP LP. USE /10■3e S. S. M. S. OR 3/16 AJum. PCP RIVETS • d 0. C. AT THIS LOCATION. ALTERNATIVE 1 10z3/4' S. S. S. M. S.OR31(0 Alen. POP • S. s. Mum. POP WETS • • 0. C. I/O 0 -7D : S. BOLTS • 1t 0.cy o ur • moot r 10 ■JSN.3. L NYLON 7 EE SING. (To 210T11311). 210T11311). -r 3OR4ORT■ 12T Num. MW (11063 -16 ALUM ALUM ant IWWP.T.r s0 (2) 1 / 4 0 i 6' SCRIM • EACH STUD ('ITN OF STUD) AND 0/ t 111n. POETINTION MT) MT) STU0 tits / ICI t�ltl�lX1 1�1�1�1�1 1�1 1 w .- 1 Ilk CLASS 14 a 3/4' s 1 I L • f 0. C. ALTERNATIVE 2 1 /e• -203.3. DOLTS • 13 0. C. w/ &ITT Oft a •ISUET. A T NW (0063-Ts '' V. r ■ r x 1/4 (1•..) 6033 -TS Nn■. TWE (cam.) W/ (2) 1/4 • ■ T LAO =REwS • EA01 sruo (I30130Tw OF $1u0) NO 0/ r Min. PENETRATION INTO CISTTNG •lN OR 10 ■ 3/4' 3. f .M.S.OR /1(• Alum POP RIVETS • 6' 0. C. i- / 103336. • / 3 /0' • (r LING te NJYION B>115NMG • Biorr /10x3 //4' ss S. M. S. 0R 3/16' • Nan POP RIND'S •6' 0 C. WALL MOUNTING INSTALLATION (OFFSET) - SECTION A' MOO MS= s� OR 0 FTE a1m II (fir I _ t s � / 11 3k L 3. 311.3.•30.C. if 10 ■ 3' S. S. 3 r S. 0/3/0 ■ &, LoC (4'0 ON A1,,,. POP /awls • 11C 0. C. ALTERIMTNELY 10 AT TOP LIP. 1JSE 10 . 3/4' S. 3. S II. S.OR33 /1T Nutt. POP RIV • 0. C. AT THIS LOCATION. SCHEDULE [ SEE R *. SEPARATION t 10 CLASS OF MST= 111+0011 OR 3. 0. 0. f i4 ■1/0(w..) -T5 Num. 11A _ •� s 1e EACH RAPIER OR TRUSS LOOM SCREWS AT NDVADIN OF COSTING ROOD WM W/ 2' Mx. PDIETRAM NNSLOA 4 S. S. . 700 Ii :� tr 1 3, • A►• . POP RIVETS • T 0.C. : 1- tl� = 3 1 11 ` 10 ■ 3' S. 6. 3. t0/ 3/!f 0 ■ 7/IC LOW NYLON BUSHIIIC. (TpP. 8011011). o c i c D IE uR CEILING & FLOOR MOUNTING INSTALLATION - SECTION 8' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS - SEP1..51998 / IL ECO I N TELUT TESTING & D 01NEERIN0 COMPANY !r 0.l Ire !. >ti 717. 1•QM It11:OR ROM DM nom : p3e)tn -1atl . F.: 0111)1171 -tan WALTER A. 11U-1T Jr.. P. E. 1. NSTALLLT10P6 ARE ONLY ' D FOR BUILDINGS WITH DESGN LOAD UP 10 75.3 p.•.I. AND 9' -0' 11mc. SHUTTER SPAN. 2. NEW 2' 6' P. T. TO BE SOUTHERN PIE ND. 2. SURFACED DRY WITH 19 II r. 11. C. W SPECIFIC 0E3611Y OF 0.55. 3. FOR NEW 0000 FRAME CONSTRUCTO6 W000 MEMBERS TO BE SOUTHERN PINE NN. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL i,=:.;':,.i.0 F.; 1 2. ,..BEY' if'. :i+l :r SOU; -".; 1- I L. gi i r ;:;.i._..i ( ::;'r;T'yti..S _! GU L ! ' ' . • . . ! ; CO %= C.X.r.r_:r',i';GE vrr I c � ' 1.:EP7, CE No. Te2" 01 • 6%' PRO -TECT HURRICANE SYSTEMS . (A.S.S.A. / 66) 4691 SW 45 STREET DAVIE, R 33314 nom 1 Mt as DACE COUNTY ASSA / ECONOMY ACCORDION SHUTTER 1 As SZA1 E * MI 09/10/96 BATE 98 - 223 DRAWING No t1EET 7 OF 9 MAXIMUM DESIGN LOAD 'Mr (p.s.f.) MAXIMUM PNIEL SPAN t.' (f1.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) • FLOOR /CEILING MOUNTIN INSTALLATION TOP C O CRET OBOTTOM . (TO CONCRETE) ) ' NOTE 1 MX 2 NOTE 3 NOTE 1 MOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 FROM 45.1To61.8 4' 9 ' 9 ' 17-0' 9 9 • 9' 4 1 /r g' 9' 4' 2 1/2' 9 9r 12' - r r r r s 9 r 2 1/2' Fwnu 61.9 TO 75.3 11' -10" 9' r , 8 1/1 9' g' 2 1/2' 9' 9" 7" IV-9" 9 - 9• 4 1/2" 9- r S 9' 5 1/2' 4 1/ FROM 75.4 TO 91.4 4 Sr 9' ii.-4- 6 9 3. - 9' 71/2'61/t 1/2 FROM 91.5 TO 120.0 2 1/4 9" 4 1/2' 4 1/2' 8 - - 9' 5 1/2' 5 1/ FROM 120.1 To 168.1 7 1/2' 4 1/2 4" - 2 1/2' - - r 5 1/2' - I FROM 168.2 TO 226.3 4 1/r 4 1/2~ 2 1/8 - . r • I - j 1 - 5 1/2]5 1/2* - MAXIMUM DESIGN LOAD 'W (p.a.l,) MAXIMUM PNIEL SPAN t.' (f1.) MINIMUM SEPARATION "5" TO CLASS (.n.) • •• • •• 45.1 12'-? 13' -G' 4' 2 1/2' 47.0 17 12' - 8' 4' 2 1/2' 49.0 17-0' 12' -6- 4' 2 1/r 50.5 1?-0' 12'- 4' 4' 2 1/2' 52.0 1z'-0' 12' - r 4' 2 1/2' 52.4 17 - 0* 12' - 1 - 4' 2 1/2' 55.o 11' -10" 11' -1V 4' 2 1/4' 55.2 11' -14 11' -14 4' 2 1/4' 55.8 11'-4' IV-9" 4: 2 1/4' 572 11'-4' 11• -r 4' 2 1/4' 56.8 11' -r 11' -r 4 2 1/4 58.8 ii.-4- 11' -r 4 2 1/4' 59.5 11'-4" 11' -4' 4' 2 1/4 59.7 11'-4 11' -4' 4' 2 1/C 61.5 11' -2' 11' -2' 4' 2 1/r 01.8 11' -1' 11' -1' 4" 2 1/8" 61.9 11' -t' 11• -r 4' 2 1/8" 63.4 11'-0' 11'-0" 4' 2 1/8 83.5 11•- ' 1 r-0" 4' 2 1/71 63.7 11• iv 8" 2 1/8' 66.9 10 -r 17-8" 4' r 67.0 17 -r 10' -r 4 2' MAXIMUM DESid( LOAD 'Wr (p.s.r.) MAXIMUM PANEL SPAN 'L (R.) MINIMUM SEPARATION 'S' TO GLASS (in.) • •• • •• i 67.5 10' -1F 10•-6' 4' 2' 70.1 10 10' 4' r 71.1 10' - 5" 10' - 5' 4' r 71.4 10' - 4' 10' 4" r 71.5 10' - 4' 10' 4' 2' 72.9 10' - r 10 - r 4' r 75.1 10' - 1' 10• - r 4" 2' 75.2 10' -1' 10' -1' 4' r 75.3 1o• -r 10 -1' 4" r 77.0 10-0' 10 31/r 2' 77.5 9 -11• 9-11' 3 1/r r 78.5 r -10" r -10" 3 1/t r 80.7 9' -r r-r 3 1/7" 2' 81.5 9'-N! 9-r 3 1/2" 2' 82.5 9'-r 9' -5' 3 1/2' 2' 83.4 9' -7' 9• -7 3 1/2' r 86.2 9' -5' 9-4 3 1/2' r 66.7 9' -5 9-5' 3 1/2' r 86.8 9' -3' 9-5" 3 1/2" 2' 88.5 9•-4' 8-4' 3 1/2" r 90.3 9' -3 r -r 3 1/2' r 90.8 , 9' -2' 9' -r - 3 1/2' r MAXIMUM DESIGN LOAD •r (p.s.1.1 MAXIMUM PANEL 'L SPAN R.) MINWUM SEPARATION 'S' TO GLASS (in.) • •• • w 125.3 r - 7' -7" 2 7/r 2' 125.6 r -d r -r 2 7/8" 2' 126.7 r-6 r -r 2 7/r 2' 129.6 7 - 7-4 2 7/8" r 130.9 r -r 7*-3' 2 7/8' r 131.6 7-2' 7-2' 2 7/r 2 134.3 7• -1' 7 -1 2 7/8' r 136.2 6' -11' 6-11' 2 7/8' 2' 137.9 6' -1 6' -10" 2 7/8" r 140.7 6'-9' r -r 2 7/r r 142.8 6' -r 6 -7• 2 7/8" 2' 143.5 6' -r 6' -r 2 7/8 2' 147.0 6' - 5' 6' - S 2 7/8" 2' 148.4 6' 6' 2 7/8" r 152.6 6' - 2' 6' -2' 2 7/r r 153.1 6' - 6-2' 2 7/8" r 156.8 6'-0" 6'-0" 2 7/8" 2' 157.5 V-0 6' -Cr 2 7/8" r 157.8 V - d 6' 2 7/r 2' 160.8 5' -1 5' -1r 2 7/8" 2' 161.7• 5' -10" 5' -10" 2 7/8' 2' 194.4 - 3' -9' 5' -r 2 7/8" r 'maims DESKAR LOAD "w (psi) MA)OMUM PANEL SPAN 'L' ft.) - MINIMUM SEPARATION '5' TO GLASS (in.) • • Y • 155.2 M s._r 91.4 - W , x , . 9'-2" 3 1/2" 5'-8" r r 92.7 9' - 1' 9 3 1/2" 2' r 5'-7' 93.8 7-0' 9'-• 2 7/8' " 2' 2 7/r 94.8 9'-0" 9' -V 2 7/8" 2 7/r r 160.3 96.6 6' -11' r -11' 2 7/r 188.0 r 5._0" 96.8 6' -11' 8' -11' 2 7/8' 4' -10' . r 2" 97.7 6' -1d Er- l d 2 7/r 7 r 9-9' 100.5 6' -9" V -9' 2 7/r 4' -r r 2 7/r 101.5 8-6' 6'-r 2 7/r 2 7/r r 218.9 103.7 6' -7 8' -r 2 7/8' 221.4 r 4' -r 106.5 r -8" 0-8" 2 7/r 4• - r r r 106.6 8. -3' 5' -5' 2 7/r r 110.6 8'-4 6'-4" 2 7/r r 111.0 6-4" 0-4' 2 7/r 2' 114.1 r -2" 6' -2' 2 7/r r 1165 6 -2' 0 -2" 2 7/8" r 118.9 8' -1' 8' -l" 2 7/8" r 117.6 8' - 1' 8 - 1' 2 7/8" r 119.7 8' -0' r-0' 2 7/8' r 120.0 6-0' 6-4 2 7/5 r 121.2 7• -10" r -10" 2 7/8' r 122.5 7'-9' 7' -r A 2 7/8' r ■ WXIMM mica LOIN 'w (p.s.f.) MAXIMUM PANEL SPAN 'L' (f0 MMMAUM SEPARATION -s- TO GRASS On.) • •• • - � --- -. •• 155.2 S -r s._r 2 7/r r 168.1 5 -r 5'-8" 2 7/8" r 166.7 5' -7" 5._r 2 7/r 2' 170.0 5'-7' 5 •_ 7 . 2 7/8' r 175.6 5 -5 5. -5 2 7/r 2' 176.9 5' -4 5•_8" 2 7/r r 160.3 5' -r 5•_3* 2 7/8' 2' 188.0 5'-• 5._0" 2 7/r 2' 195. 4' -10" 4' -10' . 2 7 /Q' 2" 197.2 4' - 1 d 4 •_ t r 2 7/r 7 199.1 9-9' 9_r 2 7/8" -r 204.7 4' -r 4 ._ r 2 7/r • 211.3 4' -r 4•-c 2 7/r 2' 218.9 9--4' 4'-4- 2 7/r 2' 221.4 4' -3" 4' -r 2 7/r r 228.3 4' - r 4• - r 2 7 /r r SHUTTER SPAN 'L' (ft) MINIMUM SEPARATION '5' (in.) LESS OR EOUAL THAN 9'-0' 2 7 /8" > 9' -0" TO 10' -d' 3 1/2" > 10' - TO 12' -0' 4' ACTUAL E. D.- I EDGE DISTANCE FACTOR 2 1/2' .75 2' • .50 MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTIONS A, Al, 8, 81, 82, C & C1 ON SHEET 2 OF 9) NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, N ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WRH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMAI1CALLY QUALIFY AND NEED NOT TO BE CHECKED. MAXIMUM DESIGN PRESSURE RATING " W (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + (VALID FOR SECTIONS A. Al, 8. B1, 82, C & Cl ON SHEET 2 OF 9). * VAUD FOR UP TO 3' -(r MAXIMUM SPAN. ANCHOR SPACING LEGEND (1) Ma n. ANCHOR SPCG. VAUD FOR SPANS OF 5' - OR LESS. (2) Max. ANCHOR SPCG. VAUD FOR SPANS GREATER THAN 5' -O" TO 8' -N; . (3) Max. ANCHOR SPCC. VALID FOR SPANS GREATER THAN 8' -6 TO Moa. ALLOWED. + USE TAPCON ANCHORS, ZAMAC NAIUN & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS UP TO 75.3 p.s.f. USE ONLY TAPCON ANCHORS & RAWL CAL( -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3" EDGE DISTANCE FOR E. D. LESS THAN 3", REDUCE ANCHOR SPACING 8Y MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E 0. FOR RAWL CALK -IN ANCHORS 5 2 1/1). L_ n EDGE CF S Mm. 1 TAPCON OR RAWL CALK -IN Z AMAC NAIUN UP TO 75.3 p.s.f. ANCHOR TAPCON OR !Val. CALK-IN > 75.3 p.s.f. TO 228.3 p.s.f. LEGENDS S� 2 ANCHORS REQUIRED EACH END 5 = .ANCHOR SPACING GIVEN ON SCHEDULE STAGGERED ANCHORS ANCHORS USED W/TRACK 'A' (TOP & BOTTOM) SHALL BE IN STAGGERED AT Max. SPACINGS I'DICATED ON SCHEDULES. • TABLE 1: MINIMUM SEPARATION 'S' BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN 'L', FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' ABOVE GRADE OF A GIVEN BUILDING. 30' -Cr ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION '' TO BE MEASURED AS INDICATED ON SECTION 0, SHEET 4 OF 9. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30'-Er ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. •• FOR SHUTTERS INSTALLED ABOVE 30' -CF ELEVATION OF WILDING, MEASURED AT BOTTOM OF SHUTTER. /1 iUiNC. \ T1U/T TE3TINO ! ENGINEERING COMPANY ds Kt it R. * a 317, MIS/•• nir i31M A1••• : 1 -INS . ►� : )rI - w TER A. TILUT Jr., P. E. slat UP. lb ASSA / ECONOMY ACCORDION SHUTTER PRO -TECT HURRICANE SYSTEMS (A.S.S.A. # 66) 4691 SW 45 STREET DANE. N. 33314 1 E!JE.[ ; C .;� •,. (; is rn DADE COUNTY AS SHOWN SCALE 09/10/98 DATE 98 - 223 DRAWING No S►7ET a GF 9 MAXIMUM DESIGN LOAD '1r (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) , NOTE WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) FLOOR /CEILING MOUNTING INSTALLATION TOP OR COTTON (TD CONCRETE) 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOR 2 NOR 3 FROM 45.1 TO 61.8 9' r r 49.0 r r 4 1/r if Sr 17-0' g' I r 3' r r r 5' 9r 7' 5' • 61.9 TO 75.3 9" r 8 1 /2 9' Nr 2 1/ 9r 9r 7' 9' r 4 1/ 9' T 3' 9r 5 1/2' 4 1/2' 'OA" 75.4 TO 91.4 9 r 58.8 6 9' 3' - 9r 7 1 /2' 1 /2 - FROM 91.5 TO 120.0 9r 4 1/2 4 1/ r - - 9' 5 1/2'5 1/2' FROM 120.1 TO 168.1 7 2 1 / 4, 2 / 61.5 - 2 1/2" / - - r 5 1/2 - FROM 168.2 TO 226.3 4 1/2' 4 1/2 61.9 - 2' . I - I - 1/2' s 1/1 - SAMNA/ DESIGN LOAD - 1r (p..t.) WAX IMUAil PANEL SPAN 'L (K.) MRNiUA/ SEPARATION '5' To GLASS (hi.) • r • M 45.1 17 -0' 13•-r 4' r 47.8 17 13' - 1' e r 49.0 17 13' -d 4' 3' 50.5 17-0' 12' -11' 4' 3' I. 52.0 17-0' lr - ld e r 52.4 17-0' 12-td e r 55.0 17-0 12' -T e r 55.2 17-4' 17-7' e 3' 55.0 17-0 1T -C e 3' 37.2 17-0' tr -e e 2 7/If 58.8 17-0 12' - 2' 4' 2 7 /If 58.8 17-0* 17-2" a 2 7 /8' 59.5 17-13 17-1' a 2 7 /8' 59.7 17-0* 12' -1' e 2 7/6' 61.5 11' -11' 11' -1 t' e 2 3/e 61.6 1r -10 11' -1d e 2 3/e 61.9 11• -10 11' -1d. 4' 2 3/4' 83.4 1 r -9* 1 V -If e 2 3/e 83.6 11' -8' 11•-S e 2 3/4' 83.7 11'-Er t1• -8' e 2 3/4' 66.8 11• -'S 11• -5' 4' 2 3/e 67.0 - 11• -5 iv-5" _ e 2 3/4' ' MAXIMUM DESIGN LOAD 'W (p. . - MAXIMUM PANEL SPAN ' L' (R) IsaIU11 SEPARATION 'S TO GLASS (M.) • •• • Y 67.5 11' -e 1V -4 e .- 2 1/2 70.1 11' -2• 11' -r 4' 2 1/2' 71.1 11' - 1' 11' - 4' 2 1/2' 71.4 11•-d 11' -0" e 2 1/2' 71.5 11' - d I1' -0" 4' 2 1/2' 72.9 10•-tf 10 -11' e 2 1/2' 73.1 10 -9' t0*-9' 4' 2 1 /2' 75.2 10-V' 10-9' e 2 1/2- 75.3 10' -d la-if e 2 1/7 77.0 10' - ta e 2 1/2' 77.5 1 o• -T 10' -T e 2 3 /8' 78.6 10'-6' 10 -8 4' 2 3/8' 80.7 10-5' 10 4' 2 3/e 81.5 10-e 10 e 2 3/8' 132.5 10' -S 18 -3" e 2 3/8 63.4 10' -S 10 4' 2 3/8' 86.2 10 -Tf 10-d 3 1/2' 2 3/8' 86.7 10'-d' lad 3 1/2' 2 3/13 86.8 10 -0' 1013 3 1/2' 2 3/8' 88.5 9' -11' r -1f 3 1/? 2 1/4' 90.3 9' -10' 8 -10' 3 1/? 2 1/4' 90.6 9' -1d 8 -1d 3 1/? 2 1/4 MAXIMUM DESIGN LOO 'r (p.s.I.i MAXIMUM PNIQ SPAN 'L' (ft.) MINIMUM SEPARA11oN 'S TO GLASS (M.) - • - •• • w 125.3 8 -0' 5' -0' 2 1/2' r 125.8 7' -11' 7' -11' 2 1/2' 2' 126.7 7' - 11' 7' -1f 2 1/2' 2' 129.6 7'-8' 7' -8' 2 1/2' 2' 230.9 r -r 7' -e 2 1/? 2' 131.8 r -T 7' -T 2 1/2 2' 134.3 r -S 7' -5' 2 1/7 2' 1362 r -r 7' -e 2 1/2' 2' 137.9 r - S r - 2 1/7 ? 140.7 r -f T -V 2 1/2" r 142.8 r -0' 7' -d 2 1/? ? 1433 6' -11' 6' -11' 2 1/7 ? 147.0 6' -ld 6' -18 2 1/7 ? 148.4 , 6' -!r 8 -9' 2 1/? 2' 152.6 6 -e 6' -d 2 1/? 2' 153.1 ' e'-0 8-6' 2 1/7 ? 15613 1 6'-4' 6 -4' 2 1/? ? 157.5 ' 0-4' 0-4' 2 1/r ? 1571 , 6'-4' 0 -4' 2 1/7 2' 160.8 0 - 2" 8 -? 2 1/2' 2' 161.7 0 -7 8 - ? 2 1/? 2' 164.4 6*-1' 8 -f 2 1/? 2' MOWN DESIGN L040 '0* (p.s.l.) MAXIMUM PANEL SPAN 'L' N.) MNIMUM SEPARATION 'S TO GLASS 0A.) • •• • N , 91.4 "9' -9r 9' -9r 3 1/2' 2 1/4' 92.7 9' -C' 9' -e 3 1 /2' 2 1/4 93.8 9' -8' 9' -S 3 1 /2' 2 1/4 • 941 9' -T 9' -T 3 1/2' 2 1/e 96.6 9' -C 9' -G 3 1/2' 2 1/e 96.6 9' -6' 8 -e 3 1/2 2 1/8' 97.7 9' -5' 9' -5' 3 1/2' 2 1/8' 100.5 9'-4' 9'-.e 3 1/? 2 1 /tr 1013 9' -S 9' -3' 3 1/2' 2 1/8' 103.7 8 -2' 9' -7 3 1/2' 21/8. 106.5 9'-0' 9'd 2 1/? 2 1/✓' 108.8 8 -11' 8 -11' 2 1 /2' 2 1/13 110.8 8 -11' 8 -11' 2 1/2' 2 1/8' 1111 8 -10' e' -1S 2 1/? ? 114.1 8' - 9' 8 -9' 2 1/? ? 115.5 5' -7' If -7' 2 1/7 2' 115.9 8-8' 8-6" 2 1 /2' ? 127.8 8 -e 8 -8' 2 1/? 7 119.7 8-e e'-•e 2 1/7 7 1201 6'- 4' 0-4' 2 1/2" ? 121.2 8' -.1 8 -3' 2 1/? 2' 122.5 8' - 2 8 -2" 2 1/2' ? SHUTTER SPAN '1" (ft.) MINIMUM SEPARATION 'r (in.) LESS OR EQUAL THAN 9' -Or 2 1/2" > '9' -ar TO 10' -Or 3 1/2" > 10' - TO 17' - f' ' 1 4 s ACTUAL E. 0.. EDGE DISTANCE FACTOR 2 1/2' - .75 7 50 • WXivuv DESIGN LOAD If (p.s.f.) LIAXIWN PANEL SPAN 'L' (ft.) 15NA111M SEPARATION 'r TO GLASS On.) • w �--� • r •• 165.2 6'-13 6• 2 1/2" r 166.1 5' -11' r -11' 2 1 /7 2' 168.7 5' - 11' 5' - 11' 2 1/r r 170.0 5' -td 5 -10' 2 1/? ? 175.6 5' -e 5' -8' 2 1/? r 170.6 5-e 5' - 2 1/2' r 180.3 S -1f 5' -el 2 1/2 2" 188.0 8 -e S' -e 2 1/7 2 . 1952 5' -1' 5' -1' 2 1/2' 2' 197.2 5' -l' S -1' 2 1/2' 2' 196.1 5'-13 5' -d 2 1/? -r 204.7 4' -11' 4 -I1' 2 1/? r 211.3 4' -6* 4' -9r 2 1/1' 2' 216.9 4' -T 4' -7' 2 1/r r 221.6 4' -e 4' -e 2 1/2' 2' 226.3 •-• 4' -S 2 1/2' r 1. MAXIMUM DESIGN PRESSURE RATING "W (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS 8', 81', B2' & C1' ON SHEET 3 OF 9). * VALID (I) 14ox. ANCHOR (2) MO x. ANCHOR (3) Max. ANCHOR FOR UP TO 3'-Lr MAXIMUM SPAN. ANCHOR SPACING LEGEND SPCG. VAUD FOR SPANS OF 5' - OR LESS. SPCG. VALID FOR SPANS GREATER THAN 5' - O' TO 8' - 6'. SPCG. VALID FOR SPANS GREATER THAN 8' -6' TO Ma It. ALLOWED. MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTIONS B', B1', B2' & C1' ON SHEET 3 OF 9). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, N ACCORDANCE WITH ASCE 7 -68 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REOUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. + USE TAPCON ANCHORS. ZAMAC NAIUN & RAWL CALK -INS FOR INSTALLATIONS, W/ DESIGN LOADS UP TO 75.3 p.s.f. USE ONLY TAPCON ANCHORS & RAWL. CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3' EDGE DISTANCE FOR E. D. LESS THAN 3', REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Mn. E. D. FOR RAWL CALX - ANCHORS IS 2 1/2"). F TAPCON OR I RAWL CALK -IN ZAMAC NAIUN UP TO 75.3 vol. TAPCON OR RAWL CALK -IN > 75.3 p.s.f. TO 226.3 p.s.f. ANCHOR LEGENDS 11U.R TESTING & ENGINEERING COMPANY was N <� 003)171-4 31�••an>.. s:ols, Fla mm 331N WALTER A. TIWT Jr., P. E. TABLE 1: MINIMUM SEPARATION '5' BETWEEN CLASS AND SHUTTER FOR A LIVEN SHUTTER SPAN '1-", FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' ABOVE GRADE OF A GIVEN BUILDING. 30'- ELEVATION SHALL BE MEASURED - AT BOTTOM OF SHUTTER. SEPARATION ' 5' TO BE MEASURED AS INDICATED ON SECTION 0, SHEET 4 OF 9. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' - ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. •• FOR SHUTTERS INSTALLED ABOVE 30' -O ELEVATION OF BUEONO, MEASURED AT BOTTOM OF SHUTTER. / IL ECO INC. \ PRO -TECT HURRICANE SYSTEMS . (A.S.S.A # 66) 4691 SW 45 STREET OAVIE. n 33314 oas C. r ASSA / ECONOMY ACCORDION SHUTTER DADE COUN AS SHOW/ SCALE 09/10/98 GATE 98 - 2 DRAWING r SHEET 9 01 A N C H O R [#Tzlm.m.> WOOD LAGS 1' MINIMUM TREAD PENETRATION WOOD LAGS 1" MINIMUM TREAD PENETRATION WOOD LAGS 1" MINIMUM TREAD PENETRATION 1/4" ELCO PANEL MATES 1 7/8" MIN. THREAD PENETRATION 1/4" ELCO PANEL MATES 1 7/8" MIN. THREAD PENETRATION NOTES: SPANS AND LOADS SHOWN N THIS SCHEME ARE FOR DEIERMONNG ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING TO WOOD, 771E WOOD MUST BE A _ MIMMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR COMMONS THAT ARE NOT ACCEPTABLE IT SHALL BE THE RESPONSIBILITY OF 771E CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE /NTSALL INTO WOOD, CONCRETE OR MASONRY. S C H E D U L E i ROBERT : - _MONSOUR; PE --- ..EB- 0006024 PirrIS ENGINEERING, IYC APPROVED AS COMPLYING W'TH THE SOUTH FLO''IDA BUILDING CODE DAT 4 `o Ol T a BY .' PRODUCT CONTi:OI D!V S ON BUILDING CODE COMPL;ANCE OFFICE ACCEPTANCE NO g c 6 '0304.03 [08/14/98 emommommeaslik U z V 0 n G 1- W 1 ..O • s P /i?B/RS 01/10/98 98001 7 IMMO 10 12 8 : 4 11 1 12 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 1/4' RAWL LOK/BOLT (SLEEVE ANCHOR) 1 1/8' MIN. EMBEDMENT fl 1/4" RAWL ZAMAC NAIUN DRIVE (HAMMER DRIVE) 1 3/8" MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK MunIgAglItm- vmmovo.- ANCHOR ANCHOR 'TYPE H ill (MASONRY SCREWS) 1/4 RAWL PERMA-SEAL TAPPER 1/4' ELCO PANEL MATES 1 VT MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK 7M. • 1/". rue - RAWL CALK-IN (MACHINE SCREW ANCHOR) 7/8" MIN. EMBEDMENT 124" span 68' SPAN sr SPAN 1 1/4' 3 2.5" SCHEDULE 8 4 11 6 5 • 15 7 5 5 3 IL ROBERT J. MONSOUR, PE EB —0006024 Rt1115 ENGINEERING, NC NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND/OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBIUTY OF 7HE CONTRACTOR TO VERIFY THE SOUNDNESS OF NE STRUCTURE TO WITH STAND THE ADDMONAL LOADS AND INSURE PROPER ANCHORAGE SHUI iR SYSTEM MAY BE INTS4LL INTO WOOD. CONCRETE OR MASONRY. APPROVED AS COMPLYING %UN THE SOUTH P OP. DA BUILDING CODE BY PRODUCT CON <& DIV:S.ON BUILDING CODE COMPLANCE OFFICE ACCEPTANCE NO. o3oa-O3 03/20/98 S REVISIONS BY SP 06/12/98 P 08/14/98 P SP SEPAIRES/RSM 01/10/98 SIZMN 97001 SW/ 6 . 7 • 16 13 8 : 13 13 14 13 : 7 13 13 16 13 7 13 13 13 13 6 13 13 15 13 6 13 13 12 12 5 12 12 15 7 6 10 11 11 5 5 7 8 13 6 5 9 10 10 5 4 6 7 16 16 16 16 16 16 16 16 16 8 ; 13 13 14 : 13 5 14 13 10 13. 13 13 7 13 13 13 6 13 13 13 13 . ......... ..... 13 13 13 13 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 1/4' RAWL LOKBOLT (SLEEVE ANCHOR) 1 1B' MIN. EMBEDMENT r y A N C H O R S C H E D U L E \I ANCHOR TYPE l/4' RAWL ZAMAC NAILIN DRIVE (HAMMER DRIVE) 1 3/8' MIN. EMBEDMENT IN CONCRETE 1 114' MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES 1tratIti IAti- Iiatt attt t t t t tt ti t t t t t t<t tt t� 44.1411.14.ttt" (MASONRY SCREWS) 1/4' RAWL PERMA-SEAL TAPPER 1/4' ELCO PANEL MATES 1 1? MIN. EMBEDMENT IN CONCRETE 1 1/4 MIN. EMBEDMENT IN BLOCK faa 1/¢40 x 7/8' 117 DIA. RAWL CALK -IN (MACHINE SCREW ANCHOR) 7/8' MIN. EMBEDMENT 88' SPAN 105" span 7' V4' 124' span 68' SPAN i 11/4' 3' r 1 1/4' 3' 87 SPAN 2' 1 1/4' 105" span 124' span 68' SPAN 88' SPAN 3' 2 ' 1 1/4' 3' 2 ' 1 114' 3' 2.5" r 3' 2.5" 13 11 10 1 6 1 6 16 16 16 16 16 1 6 16 16 16 16 13 8 13 13 13 10 12 . 6 13 13 12 9 5 11 5 13 13 ? 11 8 4 4 10 6 13 13 13 13 13 4 4 8 13 13 11 13 11 8 10 11 9 10 8 9 5 4 16 ; ... 13 .. _ . _ 13.13 13 16 13 9 13 : 13 16 13 12 13 16 13 7 _... 13 • 13 16 13 10 13 . 13 16 13 . 6 13 13 16 -- - - - - -- - -- 10 13 13 16 13 8 13 - 13 8 . 9 �....._'.... 8 6 7 13 1 3 13 13 12 13 1 10 9 4 ........... . 7 3 3 4 3 1 4 . ... 13 10 5 • 13 12 11 13 13 16 13 13 13 16 13 8 13 13 . ._._ 13 _�. 6 13 13 I 16 12 7 13 13 13 j 14 11 R 13 13 : 13 a 13 ? 10 5 13 13 13 13 6 10 6 5 8 9 5 : 4 7 8 6 10 ; 4 4 5 4 6 9 : 3 : 3 13 13 13 13 13 1 3 13 13 13 I 16 13 8 13 13 11 13 13 16 13 6 _13 _13__ 16 13 9 13 13 14 13 5 13 13 16 13 11 13 13 6 � . 6 9 10 1Z 1i`i 19 9 1Z 1'% � l R t a a � 13 16 11 7 13 13 11 5 4 7 8 105" span 124' span 3' 25" 3' 27 r 16 16 16 13 12 11 11 9 13 13 7 13 13 13 6 13 I 12 6 13 11 5 6 5 4 9 10 8 9 7 8 16 16 16 8 9 11 9 11 4: 5 5: 4 8 7 10 8' 10 4 4 5 4 7 6 9 7 : 9 3 3 4 3 16 16 16 8 8 7 9 7 6 11 9 10 8 9 ^ 7 11 10 9 4 5 4 4 3 3 5 4 5 4 4 3 ROBERT S. MONSOUR, PE EB- 0006024 6 ENGINEERING, Mc NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMNING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENB£DM£NT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. APPFOVED AS COMPLYING W TH THE SUM ;IDA BUILDING CODE c T E 01 19 p:: C °JN. {OL DIV:S ON SUILD,NG CODE CCMPLANCE OFFICE ACCEPTANCE NO RS - o3o U -o3 • • • REVISIONS B 03 /20/98 06/12/98 08/14/98 SP sP SP n 0 IT) W sEP/ 01/10/ 5r<aIm► 98001 5 7 ,® DESIGN PRESSURE PANEL SPAN 44.40 124" 47.81 123 51.23 119" 58.06 112" 61.47 109" 66.85 104" 71.46 100" 75.30 95" 81.45 88" 86.83 82 " 91.44 78" PANEL HEIGHT 0"- 90' over W-124' WALL MOUNT 2 5/8" 3 1/2" INSIDE MOUNT 2 5/8" 3 1/2" BUILD OUT 2 5/8' 3 3/4" PANEL HEIGHT O'- 7 04" 10e-124" WALL MOUNT 2" 2 1/4" INSIDE MOUNT 2" 2 1/4" BUILD OUT 2" 2 1/4" ■ THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. d „, (.3 °a 24 ga. STEEL FRONT VIEW SIDE NEW s' 124” MAX. PANEL HEIGHT NO PANEL STRAP IS REQUIRED PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL HORIZONTAL BRACE STRAP 1/4 -20 STUD WITH WINGNLIT 12 1/2" O.C. 1/8 X 3/4' FIAT ALUMINUM BAR SIDE VIEW FRONT VIEW DETAIL "E" MAXIMUM G4P BETWEEN PANEL AND HEADER 15 1/4' (1M.) DETAIL "F" FASTENER MUST BE IN NORROW PORTION OF KEY HOLE MOUNTING HOLE MAY ALSO BE A 9/16' DL4 CIRCLE DETAIL "G" DETAIL 13 ON SHEET 3 DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PA Na ToP • BOTIUM NO HD R. OR SILL 4 0 HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY DETAIL 3.4, & 8 ON SHEET 2 DETAIL 3.4, & 8 ON SHEET 2 24 GAUGE MAXIMUM IMPACT STEEL STORM PANEL WALL MOUNT ANCHORING PANEL TOP et 90T10M Il1H STUDDED HDR//111 " FRONT VIEW SIDE NEW HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPUC47ION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 DETAILS 3,4 AND 8 ON SHEET 2 WALL MOUNT N77H HLVL AND SILL i 124" MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN MINIMUM DISTANCE BETWEEN CLASS AND PANEL DETAILS 5,7,9,10 AND 11 ON SHEET 2 DETAILS 5,7,9,10 AND 11 •ONSHEET2 TYPICAL SECTION VIEWS ROBERT 'S. MONSOUR, PE EB- 0006024 IIA T1 ENGINEERING, nC PANEL DEFLECTION CHART WITH HORIZONTAL STRAP BUILD OUT W11H HAR AND SILL DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET INSIDE MOUNT 471H HD& AND SILL APPROVED AS COMPLYING WITH THE . SOUTH FLORIDA BUILDING CODE 8 DATV 3 t► . ' L9t 19 BY .! PRODUCT CON AL DIY.S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTI4vCE NO. qL - 030'-( o3 DETAIL 4.ON SHEET 2 • • 4 I REVISIONS BY 03/20/98 SP 0 6/12/98 SP 08/14/98 SP Sir NANO 01/ sfa rnv 98001 4 7 .S 1/4 -20 FLOOR PLUG WITH MACHINE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY . CONNECTION TYPE ° D• • ✓ REFER TO DEFECTION CHART CLASS STORM PANEL CONNECTION 1/4 -20 FLOG PLUG WiTN 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL INTO WOOD DETAIL 15 SERVE THRU WINDOW DETAIL 19 NOTE: THE METALTECH STORM PANEL AMY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL. THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF ONE OR A COMBINATION OF DETAIL 13 NOTE* 1 1/4" MAXIMUM WOOD COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL ALL ANCHORS 12' O.C. t71AIL i STORM PANEL /R" THRU90LTS 9 1/2" O.C. WITH 211'3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" SEE ANCHOR SCEDULE FOR ANCHOR TYPES . MITE* 1/4" PANEL MATE SCREW WITH 14 -20 STUD HEAD . e W I WASHERS R WINGNUT H OR SILL "_ WOOD. CONCRETE OR MASONRY • £' A . CONNECTION TYPE "A" \ REFER TO D ®or®HEADER or SILL CONTINUOUS BLOL7OMC OR® 1/4 ANNEXE DETAIL 20 ADJUSTABLE HEADER OR SILL GLASS Mme: STORM PANEL 7 1/4 - PANEL MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY SCRE1SrED OR BOLTED TOGETHER WITH 1/4 - POW BOLT W/ LOCK NUT 12. 0.C. DETAIL 17 59.5 PSF MAXIMUM / PANEL HEIGHT 109" MAXIMUM 1/4-20 MASHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 4" O.C. 3" MIN. EDGE DISTANCE POURED CONCRETE ONLY PANEL SECURED WITH WASHERED W/NCNUTS STUCCO FINISH REFER TO DEFECTION CHART NOTE: METALliMit "e STORM PANEL ROBERT S. MONSOUR, PE EB- 0006024 Erns aICU1cEe111G. IIc (Do 4;4 I G 7C SEE ANCHOR SCHEDULE CON ECTION TYPE "C" DETAIL 18 • NOTE* e ". Cb!>lECTION TYPE "A" t -. s.o... Nb1 C)0 CONNECTION TYPE "A" EADER or SILL DETAIL 14 CLASS t'12� UCCO INSTALLATION IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDR7ONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING S R T I(? COMPLYING WITH THE SOUTH 9.O -!DA BUILDING CODE 12_t_ 1998 DATC By PRODUCT C L DIY:S•ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. II -03 04-0 . 1 RENASIONS 03/20/98 04/20/98 06/12/98 08/14/98 err SP SP SP SP (SFp / ..„ / RSM ri 01/10/97 Sr awy 97001 3 . T Nom* SEE ANCHOR SCHEDULE CONNECTION TYPE "D" DETAIL 5 A OBSTRUCTIO DETAIL 1 FLOOR PLUG Alm MACHINE SCREW ANCHOR 12" O.C. FLU 570 04 PAWL CM...) HEADER or SILL DETAIL 9 SPECIAL PANEL CONF7 URI71ON MAY BE NEEDED FOR TRAPPED MOTH' PANELS MAY BE ADDED TO WTIH A MAXIMUM ADD-ON OF 3" FASTENED TO 3/16 BY OF DR 4 1 0- ? BOLTS 16 5 OaURR 41 RETURN RAN OR® FLANGE MAY BE REVERSED 1/4 -20 7HRU BOLT W/ LOCK NUT 12' 0.G RETURN PAN, A►KX& ICBE OR $000 MUST BE USED ON ALL BUILD our OQNDfl1GG TO aos£ OFF fl. 1/21 X 1 1/2 FLAT BAR ■SILL sTuD IfD mm W1VC7iuTS PLAN VIEWS DETAIL 12 A, B, C & V SEE ANCHOR SCHEDULE CONNECTION TYPE "C" SEE ANCHOR SCHEDULE CONNECTION TYPE 'A" ( HEADER or SILL DETAIL 2 NOTE'* 7 5/8 MAXI X sLoTTED MOGENTING MLLE M4Y BE 16EX N CENTER WEB or PANEL 7YP. FOR ALL SPECIAL PAN APR CATIoN5. 1-1 MTL 1/4-2D BOLT 001=1 CAC 17 CA EACH SCE NOTE* HEADER or SILL OR 1 MAY BE INSTALLED IN REVERSE DIRECTION OR® CONTINUOUS BLOCKNG 3/16 ANGLE • Its PSF MAXIMUM . •: MAX UM PANEL. HEIGHT 915".• DETAIL 10 EQ EO DETAIL 3 BOLTED TOGE7HER IVITH 1/4 -20 THRU BOLT W/ LOCK NUT 6' 0.G USED AS HEADER OR SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "F' DETAIL 6 11 HEADER or SILL MAY BE INSTALLED IN REVERSE DIRECTION AS IN DETAIL 6 SAL ON BOTTOM i \INSIDE CLOSER PAN ASSEMBLY PAN HANDLE ® ® HEADER or STLL ® L ONTINUOUS BLOCKING 3/16 ANGLE BOLTED TOGETHER NITH 7/4 -20 THRU BOLT w/ LOCK NUT 6" O.0 USED AS HEADER OR SILL �O CONTINUOUS BLOCKING 3/16 ANGLE 1/4 - 20 MASHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4' MASONRY SCREW 3" 0.0. • 3; MIN- EDGE DISTANCE - PQLJRED CONCRETE ONLY OPTIONAL LASE of ANGLE rum rvNruc a rr u(cntAmu .w.r. E. PANEL WC/ED AT BOTTOM TO PASS OMR S71m AND WacIR/T N Sat (B40# 510 NOTE: * M.WMUM GAP BETWEEN STROM PANEL AND D.La SHALL NOT EXCEED 1/4' 1/4 r 3/4 Ki#J. _ED STLa1S AS VIEWED FROM FRONT NEW $17H wA W1NL7VIUIS (M.) 4.2 _ HEADER or Sill L' Ewe • e • (Di EO - ��� • • k new e ��•IG* SEE ANCHOR SCHEDULE CONECTION TYPE "C" DETAIL 4 B 9" MAXy,UA/ NOTE: ®or® HEADER or SILL Milt SEE ANCHOR SCHEDULE CONNECTION TYPE "A" © OR OTHER HEADER or SILL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE NOTE CONTINUOUS WOOD BLOCKING VARIOUS SIZES DETAIL 7 \E.D. E.D\ ROBERT . MONSOUR, PE EB- 0006024 R/I"Y'1S ENGINEERING, INC WINDOW OR DOOR 2 3/4' MAK NOTE* MIAXIIL M PVACJ` STORM PANEL 1 r HORIZONTAL INSTALLATION ELEVATION T VERTICAL INSTALLATION ELEVATION SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 8 SEE ANCHOR SCHEDULE CONNECTION TYPE "0" R ® CON7IN000S BLOCKING BOLTED TOGETHER $77H 1/4 -20 THRU BOLT W/ LOCK NUT 12" O.C. RC) CONTINUOUS BLOCKING 1/4-20 x 3/4 KINURLED STUDS STORM PANEL WITH WASHERED WINCNUTS 12 7/2' 0.0. ( MAY BE MOUNTED YERnhALLY OR HoR E2oMTALLY DETAIL 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH.. STAND THE ADDITIONAL. LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SY57EM MAY BE IIVTSALL INTO WOOD, CONCRc T E MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH 045 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE APPRO. /ED AS CC :4P-Y.NC MIS F COs:::. SU.LD:rG C;1^E DP i E_ .. I° BY PRODUCT CO. , ROL DIV:S ON BUILDING CCDE CCMPL:ANCE OFFICE ACCEPTANCE NO.9 8 - O3OLE•03 • iTTH THE REVISIONS BY 03/20/98 06/12/98 sP 08/14/98 SP • i ins .090 2 3/8' P2 2' .050 ACM .030 MN. 3' VARIOUS DEGREE CORNER PAN o \� CORNER PAN AI 7/16'. -.r x .125 T1 MOUNTING HOLES 12 1/2' Qc. 7/8'1 3/32' 1 CROSS SECTIONS 3 7/32' 7/8' 1 3/32' 3 7/32' 3 1/32' 3 7/32' 1 7/8' 2 3/8' 0 H1 2' RETURN .060 MIN. CU 11 29/32'1, VARIOUS TYPES OF F - TRACK NOT SHOWN { 1 1/2' t 1 3/32' VARIES 5' MCI», SPECIAL NET PANEL SECTION BLOCKING i STUD ANY BE INTALLED AN REVERSE DIRECTION TYPICAL 1/8' 5 13/16' L3H 1/8' MIN. 2 1/4' ALL snips 3/8' (IYP. ) ALL APIYId170115 ANGLES STUDDED IN a LURES SIUDOEO n g/O R LEG ONLY L1x� 1/4-20 x 3/4 I N STUDS STEEL 12 1/2'0.0 REFER 10 APPUrR10N6 ON MEETS 2 & 3 ANCHOR MOUNTING HOLES LOCOED ON ETTHD? HORIZONTAL OR VERTICL LEG, Q ®AND STUDDED ANGLE DETAIL 1/8' x 1 1/2' FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE COMPLIES WITH: S.F.B.C. 1994 EDITION FOR DADE COUNTY, SOUTH FLORIDA BUILDING CODE 2314.5 FATIGUE LOAD TES77NC AND 2315 IMPACT TESTS DESIGN CRITERIA: WIND LOADS PER CHAPTER 23 OF S.F.B.C. PRESSURE REQUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 -88 'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES GENERAL NOTES: ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6063 -T6 OR EQUAL STORM PANELS .SHALL BE: 24 GAUGE STEEL, ASTM A653 SO GRADE E MIN. Fy •• 80 K.,SI. MINIMUM VALUE HOT DIP COATED. WITH A NOMINAL WIDTH OF 12 1/2' THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, IN ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOWING OR EQUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4' DL4. RAWL LOK/BOLT ANCHOR ( SLEEVED DRIVE ANCHOR ) MIN. TENSILE 1190 - MIN. SHEAR 1520 - 1 1/8' MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 - MIN. SHEAR 1270 - 1 1 /8" MIN. EMBED. IN MASONRY 1/4 -20 RAWL CALK -IN ANCHOR ( MACHINE SCREW ANCHOR) WITH 1/4 -20 BOLTS MIN. TENSILE 1870 - MIN. SHEAR 1730 - 7/8' MIN. EMBED. IN CONCRETE MIN. TENSILE 880 - MIN. SHEAR 1340 - 7/8" MIN. EMBED. IN MASONRY 1/4' PERMA -SEAL TAPPER BY RAWL ( MASONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENSILE 1520 - MIN. SHEAR 1980 - 1 1/2' MEN. EMBED. IN CONCRETE M /N. TENSILE 880 - MIN. SHEAR 1270 - 7 1/4' MIN. EMBED. IN MASONRY 1/4' ZAMAC NA/LIN BY RAWL (ZAMAC HAMMER DRIVES ) MIN. TENSILE 980 - MIN. SHEAR 1400 - 1 3/3" MIN. EMBED. IN CONCRETE MIN. TENSILE 730 - MIN. SHEAR 1320 - 1 1/4" M /N. EMBED. IN MASONRY ANCHORAGE TO Vt700 CONSTRUCTION SHALL BE 1/4 STEEL LAGS OR LARGER WITH 1" MIN. THREAD PENETRATION, 1/4 -20 BRASS WOOD BUSHINGS OR 1/4" ELCO PANEL MATES WITH 1 7/8" MIN. THREAD PENETRATION. REFER TO SHEETS 5,6 & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMENTS IT SHALL BE THE RESPONSIBILITY OF DIE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING METALTECH. INC. HIAL AH. FL " ' DADE COUNTY PRODUCT CONTROL APPROVED ' WARNING TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPENING, STATING ' STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED. WHEN REOURED " PERMANENT FASTENER COMPONENTS. EMBEDDED ANCHOR BOLTS THREADED CONES OR METAL SHIELDS, NOT IN USE, MUST BE PROTECTED AGAINST CORROSION. CONTAMINATION AND DAMAGE AT ALL TIME. • ROBERT S. MONSOUR, PE EB- 0006024 PATS CIGINEERING, ftC APPROVED PS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATC BY PRODUCT CO.: TLL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO a g -0304 •03 19 24 ga. REVISIONS BY 03/20/98 06/12/98 08/14/98 SP sp SP SEF /NB 01/10/98 SI rl 98001 SOT 1 7 ,®