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WS-12-1102Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174865 Permit Number: WS -6 -12 -1102 Scheduled Inspection Date: July 25, 2012 Inspector: Rodriguez, Jorge Owner: HOFMANN, LINDA Job Address: 469 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060140410 Phone: 954- 979 -2137 Building Department Comments INSTALL 13 ACCORDION SHUTTERS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments/ July 24, 2012 For Inspections please call: (305)762 -4949 Page 17 of 40 B II,D G PERMIT Permit Type: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 APPLICATION JOB ADDRESS: / �pq /V !, MM@MEWM-10,, la JUN 1 4 20 2 gij B�: romaoo_ooa_aoo FBC 20 Permit No. V4 l CP-' Master Permit No. ROOFING City: Miami Shores County: Folio/Parcel #: /1 3P0/0o /go yea Is the Building Historically Designated: Yes NO Miami Dade Zip: Flood Zone: OWNER: Name (Fee Simple Titleholder): Lit, 14 Address: Lt, 9 / 1/ C q3 City: l j � 5li o�r & State: Tenant/Lessee Name: /� Email: Phone #: 5' /C Z® Zip: 3 3/ 37 Phone #: CONTRACTOR: Company Name: Address: Le 7 C-( S o , City: lee-r--• 1` e (L g&UL State: e AAti ).4 State Certification or Registration #: (�� L-! to V. < Certificate of Competency #: Contact Phone #: / t7bQ' 5c4.9 Email Address: DESIGNER: Architect/Engineer: Phone#: Qualifier Name: Phone#: Value of Work for this Permit: $ 1 '/ 7®r." Square/Linear Footage of Work: Type of Work: DAddition ❑Alteration New DR�pair/Replace Description of Work: l /1 f/ /3 � j , Cy,� /�� ODemolition Color thru tile: ** * * * * * * * * * * * * * * * * * * * * * * * ****** ** * ***** Fees********* *********** *****+x***x• ***+x***** ** *** Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ ad Permit Fee $ a CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Structural Review $ TOTAL FEE NOW DUE $ 01410 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �/7 0/24.4"-1 Owner or Agent ipstrument was acknowledged before me thigiAe The fore oing instrument was acknowledged before + +e thi 20 �, by day of , 20 !�'; by e or who has produced ?liZSOAtitia produced w o is pe • :: a y known tom ho . s produced As identification and who did take an oath. as identification and who did take an oath. The foregoin day of w oispe r Signature Contractor NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY JOHN ir2OQUES NOTARY PUBLIC STATE OF FLORID Comm# EE190149 NOTARY PUBL C: Sign: Print: My Commission Expires:' NOTARY PUBLIC STATE OF FLORIDA Comm# EE149903 Expires 3/10/2016 * X16.******* * * * * * * ******+x*+x+x*** ** ++ n**+x+x****•x****** **:x****** ` "1 r•Z Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk CFN: 20120396441 BOOK 28137 PAGE 1919 DATE:06 /06/2012 08:31:23 AM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY NOTICE OF COMMENCEMENT A RECORDED COPY MU$T 81 POMTEO MI MS JOB SITE AT TIME OF FIRST 1N$PECi1011 PERMIT NO. TAX FOUO NO 11 L.oO y1() STATE OF FLORIDA: COUNTY OF MIAMI -DACe THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and In acMidentis with Chapter 713, FbWa Statutes, the following Information Is provided I this Notice of Comrnericament 1. Leg - description of property and streetla dt esae It l Spas► above resumed for use at r.....1 ne office 33/ gi 2. Description of Improvement 3.Owner(s) -arms and addneelx Interest In property: Name and address of fee simple titleholder 4. Contractor's name, address and phone J A- "it 5. surety: (Payment bond required by from cantraictar. E any) 1'1 Name, address and phone rnerntear: Amount of bond $ 8. Lender's name and address: 7. Persons within the State of Florida deals n Section 713.13(1)(a)7., Florida Statutes, `V Name, address and phone number: by Owner upon wham notices cx• other dominants may be served as provided by 8. in addltlon to himself. Owners designates the tatlowing person(s) to receive a copy of the Liana's Notice as provided in Section 713.13(1)(b), Florida Statutes. • Name, address and phone number. 9. Expiration date of this Notice of Commencement (the a geMesae date el 1 year from Wm date of reeaodUqurtees a differs% data ra spy WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF CO HME COAENTARE CONADERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING MICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JO8 SITE BEFORE THE FIRST INSPECTION. IF YOU :NMI° TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER 0R AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) a a) cxis s)' •. OHlcer/Director/Partrar/M Prepared 89► f r... Prepared y Print Name ,/'Re PHnt Name Tltie/Offloe Title/Office STATE OF FLORIDA COUNTY OF MMAMI -DADE �/� The toregoin . Ins t :. acknowledged befoe me this , day of `'d By �U Ali 1 divlduaIA'. or 1:1-0 j ei. }1 A,,- X01 Ca Perscnatty known, or for treed the fallowing type of identification: Signature of Notary Publcr Print Name: (SEAL) 1 t :1 : 1 :, 01 • .11 • t > *•.. ii • : • -1 1 1 11 Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Sign " e(s) of Owner(s) or Owner(sys Authorized O81cer/Dtrectar/Partner/M i+ i63 FbrtdeNoietyaeiveawm By By 3-31-1 . 20 iL • LAWRENCE M BURNETT 4 MY COMMISSION ff EE181e51 EXPIRES December 08, 2015 23.0132 PIM i y,e Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item t:I Text only {{ Property Appraiser Tax Estimator i3 Property Appraiser Tax Conappri son Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206 -0014 -0410 Property: 469 NE 93 ST Mailing LINDA HOFMANN Address: 1 Living Units: 469 NE 93 ST MIAMI Ad j Sq Footage: SHORES FL Lot Size: 33138 -2841 Property Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0002 MULTIFAMILY 2 LIVING UNITS Beds /Baths: 4/2 Floors: 1 Living Units: 2 Ad j Sq Footage: 2,028 Lot Size: 6,400 SQ FT Year Built: 1924 $50,000/ MIAMI SHORES SEC 2 PB 10 -37 LOT 21 BLK 51 Legal LOT SIZE 50.000 X 128 Description: OR 18965 -1341 12 1999 5 OR 18965 -1341 1299 $114,722 01 Assessment Information: Exemption Information: Year: 2011 2010 Land Value: $79,569 $99,713 Buildin. Value: ERIEMILEEKE YES $230,849 $251,960 ssessed Value: $162,962 $50,000/ $114,722 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $112,962 $50,000/ $114,722 County: $50,000/ $50,000/ $112,962 $114,722 City: $50,000/ $50,000/ $112,962 $114,722 School Board: $25,000/ $25,000/ $137,962 $139,722 Sale Information: Sale Date: 12/1999 Page 1 of 2 AC TIVE. TO CT Aerial Photography - 2009 0 113 ft My Home 1 Property Information 1 Property Taxes I My Neighborhood 1 Property Appraiser Home' Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected Property Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/4/2012 Miami -Dade My Home ale Amount: *u ale O/R: 18•. 1341 ales Sales which are Qualification isqualified as a result of Description: xamination of the deed View Additional Sales Additional Information: Click here to see more information for this property: Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Zoning Land Use Urban Development Boundary Zoning Non -Ad Valorem Assessments Environmental Considerations Page 2 of 2 http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/4/2012 I 4" 6'd . x•14-0 -01+~% t.t3:,T0X :14, NAME Fql 1i Living Room 46.5x 75 NOA 11- 1222.03 37.7 / -41.1 Item 2 Living Room 46.5x 75 NOA 11- 1222.03 37.7 / - 41.1 Item 3 Living Room 46.5x 75 NOA 11- 1222.03 - 41.1 Room 75 1-1222.03. / - 41.1 WINDOW DIAGRAM SHEET Item 13 . 43.25 x 46 NOA 11- 1222.03 40.1 / - 43.4 ----• -t. Item 12 85.5 x 79 NOA 11- 1222.03_ 36.0 / - 39.4 Job g. Item 5 Family Room • 75.75 x 51 NOA 11- 1222.03 , 37.5 / -40.9 . Item6 . Family Room • 53x51 NOA 11- 1222.03 IteF m 7' Family Room 59.5x72. NOA 11- 1222.03 37.2 / - 40.6 '38.4/ -41.8 ' ' -72t,t *Oki E eiES Mn ituni Height Mebr■ Roof Haight Roof Slope x ausidrng YW.dih Building. Length x . Item 8 Bedroom 69.25x74 NOA 11- 1222.03 36.7 / - 40.1 Item 9 • Bedroom 79 x 75 NOA 11- 1222.03 , 36.4 / -39.8 Item 10 Bedroom 36.75 x 64 NOA 11- 1222.03 38.8 / -42.2 . Item 11 Bedroom 46.5 x 74 NOA 11- 1222.03 . 37.8 / - 41.2 X x Ship - to: THD Order Date: Phone #: Fax #: HOME SERVICES THD AT -HOME- SERVICES, INC. Storm Protection Order Form (Miami only) Project Coordinator: Customer Name: HOFMANN Job #: 6231455 Page: 1 of 1 Item # (same as on specification sheet) Style (AP, AS)" I 'L o o C) Rough Size Finished Size # of Panels Stack # of Blades Lock TOP TRACK BOTTOM TRACK TRACK Anchor Type Anchor Spacing TYPE OF TRACK Anchor Type* x i- ❑ § Li9huh1) ..a . v o) _ $s ,� Right Inside (inches up from bottom Top Locking Rods (6" 12" 18" 24" 36" 48 ") Bottom Locking Rods (6" 12" 18" 24" 36 " 48 ") Outside (Inches up from bottom) Wall (318", 1", 2 ") Ceiling (No Build Outs) Ceiling & 2x5 Angle fV 0 ar Walk Over Adjustable Floor Ceiling & 2x5 Angle 1 AS WH 35 63 46.5 75 50% 50% HV1 T 6 HV1 T 2 AS WH 35 63 46.5 75 HV1 T 6 HV1 T 3 AS WH 35 63 46.5 75 HV1 T 6 HV1 T 4 AS WH 35 63 46.5 75 HV1 T 6 HV1 T 5 AS WH 74 39 75.75 51 HV1 HV1 6 AS WH 52 39 53 51 HV1 HV1 7 AS WH 52 63 59.5 72 HV1 HV1 8 AS WH 58 63 69.25 74 HV1 HV1 9 AS WH 58 63 79 75 HV1 HV1 10 AS WH 29 62 36.75 64 HV1 HV1 11 AS WH 37 62 46.5 74 HV1 HV1 12 AS WH 75 67 85.5 79 HV1 HV1 *Style: Aluminum Panel (AP) Accordion Shutter (AS) *Anchor Types: Tapcon (T) *colors: Accordions = BG, WH, BRZ, IV *Bahamas & Colonials = AW, BW, CG, BB, FG, HG, CG, DS, GRZ, BLK, SW Manufacturer Notes: Installer Notes: Tapcon Anchors Size: I have reviewed and approve of the job specifications described above: QTY: Customer Signature: Date: Miorr i err.rr„ Dr,. +or. +i..r, nr,4 ,r cr.rrr. ANCHOR SPACING AA.... 4G 0!1(17 Ship - to: THD Order Date: Phone #: Fax #: HOME SERVICES THD AT- HOME - SERVICES, INC. Storm Protection Order Form (Miami only) Project Coordinator: Customer Name: HOFMANN Job #: 6231455 Page: 1 of 1 item # (same as on specification sheet) Style (AP, AS)* o 0 0 Rough Size Finished Size w C ca a c 4k Stack # of Blades Lock TOP TRACK BOTTOM TRACK I TRACK Anchor Type Anchor Spacing TYPE OF TRACK Anchor Type* I- 0 Height (in) C s :a ay Height (in) m J Z a' re Inside (inches up from bottom Top Locking Rods (6" 12" 18" 24" 36" 48 ") Bottom Locking Rods (6" 12" 18" 24" 36" 48 ") Outside (Inches up from bottom) Wall (3/8 ",1 ", 2 ") Ceiling (No Build Outs) Ceiling & 2x5 Angle r N , M co = 3 Walk Over Adjustable Floor Ceiling & 2x5 Angle 1 AS WH 37 39 43.25 46 50% 50% HV1 T 6 HV1 T 2 T 6 T 3 T 6 T 4 T 6 T 5 6 7 8 9 10 11 12 *Style: Aluminum Panel (AP) Accordion Shutter (AS) *Anchor Types: Tapcon (T) *Colors: Accordions = BG, WH, BRZ, IV *Bahamas & Colonials = AW, BW, CG, BB, FG, HG, CG, DS, GRZ, BLK, SW Manufacturer Notes: Installer Notes: • Tapcon Anchors size: I have reviewed and approve of the job specifications described above: QTY: Customer Signature: Date: ANCHOR SPACING 04/09/2012 - 4 :42pm gabriels F:101 Project Files _2010- MPS1400 Wind ChartsLReference100 -MPS10 -400 Series C&C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - ZONE 4 10 20 10 15 /atm wain ~ .- 0 -15ft mac, -42:4 +39 °0 1°1 ) • a . ' t i 37.7 . �,`{ - 48.9 -47.9 - 16 ft +40.6 395 382I' D:L'd:11 +39.0 I "38.2 +37.7 +37.21 ; 17 ft -44'6 +41.1 - 43.5 +40.0 - 42.8 +39.3 -42.2 +38 °7 - 41.7 +38.2 -41. +37.8 , -48.6 +37.7 , • 18 ft -45.1 4 1.6 - 44.0 40.5 - 43.3 +39.7 - 42.7 +39.1 - 42.2 +38.6 -51 °4 - 49.2 -48.4 19 ft -45.7 +42.1 - 44.6 +41.0 - 43.8 40 °2 - 43.2 +39.6 - 42.7 +39 °1 -42µ. +38.7 +38 °7 a 20 ft -46.2 +42.6 -45.0 +41.4 -44.2 +40.6 - 43.6 +40.0 - 43.1 +39.5 - 42.7 +39.1 - 42.3 +38.7 - 42.0 +38.4 -41.7 +38.1 21 ft -46.6 +43.0 - 45.5 +41.9 -44.7 +41.1 - 44°1 +40.4 - 43.6 +39.9 - 43.1 +39.5 - 42.8 +39 °1 - 42.4 +38.8 -42.1 +38.5 22 ft - 47.1 +43.4 - 45.9 +42.3 - 45.1 41 °5 -445 +40.8 - 44.0 +40.3 - 43.6 +39.9 -43.2 +39.5 - 42.8 +39.2 -42.6 +38 °9 23 ft - 47.5 +43.8 - 46.4 +42.7 -45.6 +4L8 - 44.9 +41.2 - 44.4 +40.7 - 44.0 +40.3 - 43.6 +39.9 - 43.3 +39 °5 -43.0 +39.2 24 ft -48.0 +44.2 - 46.8 +43.1 -46.0 +42.2 - 45.3 41.6 - 44.8 +41.1 - 44.4 +40.6 - 44.0 +40.2 - 43.6 +39.9 -43.3 +39.6 25 ft -48.4 +44.6 - 47.2 +43.4 -46.4 42.6 - 45.7 41 °9 - 45.2 +41.4 - 44.7 41.0 - 44.4 40.6 -44.0 +40.2 -43.7 +39.9 26 ft -48.8 45.0 - 47.6 +43.8 -46.8 +42.9 - 46.1 +42.3 - 45.6 41.8 - 45.1 +41.3 - 44.7 +40.9 - 44.4 40.6 -44.1 +40.3 27 ft - 49.2 +45.3 - 48.0 +44.1 -47.1 +43.3 - 46.5 +42.6 - 45.9 42.1 - 45.5 +41.6 - 45.1 +41.2 -44 °7 +40.9 -44 °4 +40.6 28 ft -49.5 +45.7 - 48.3 +44.5 - 47.5 +43.6 - 46.8 +43.0 -46 °3 +42.4 - 45.8 '-a�. -45.4 * -' 29ft -49.9 +46.0 -48.7 +44 °8 - 47.8 43 °9 -47.2 +43.3 -46.6 +42.7,.. 41°5 ° ° ' 30ft 50.3 +46.3 - 49.0 +45 °1 - 48.2 +44.3 - 47.5 +43.6 -47.0 43.0 -54.7 •,_,,, "{t �. 32 ft 51.0 .i47 +47.0 49.7 +45.7 -48.8 +44.9 4 -48.2 +44.2 -47.6 43 °6 +41.8 -"Mt, 'A 40,3 35 ft -51.9 4 7 °9 -50.7 4 6 °6 - 49.8 +45.7 -49 °1 +45.0 -48.5 +44.5•% . to (I E 40 ft -53.4 +49.2 -52.1 +47.9 -51.2 47 °0 -50.5 46 °3 - 49.9 +45.7 -49 +45.2 - as 1P : ° 45 ft -54.8 +503 -53.4 +49.1 -52 °5 +48.2 -51.7 +47.5 -51.1 46.9 -50.6 +46.4 -50.2 +45.9 - 49.8 +45.5 -49.5 +45.2 50 ft -56.0 +51.6 -54.6 +50 °2 -53.7 +49.3 -52.9 +48.5 -52.3 47 °9 -51.8 47.4 -51.3 +47.0 -50.9 +46.6 -50.6 +46.2 55 ft -57.1 +52 °7 -55.7 +51.3 -54.7 +50.3 -54.0 493 -53.4 +48.9 -52.8 +48.4 -52.4 +47.9 -52.0 +47.5 -51.6 +47.1 60 ft -58.2 +53 °6 -56.8 +52.2 -55.8 +51.2 -55.0 +50.4 -54.3 +49.8 -53.8 +49.3 -53 °3 +48.8 -52 °9 +48.4 -52.6 +48.0 z O O -0 U) Fj O -P I1 w Tr REMARKS DRWN CHKD EXTERIOR ZONE 5 PRESSURES Mean Roof DESIGN PRESSURES (PSF) - ZONE 5 10 20 Tribute Area S. Ft 40 45 50 25 30 „ ^' -- 1.5 •0 °0 - 48.9 -47.9 - -47.1 ' °.4 - 45.85.2 D:L'd:11 +39.0 I "38.2 +37.7 +37.21 +36.8, +36.4 +36.1 +35.9 kW -54 °4 +40.6 w' ® -50.7 +38.8 - 49.5 +38.2 -48.6 +37.7 " ' 36 0 36 6 17 ft 55 °1 -52 °9 -51 °4 -50.2 - 49.2 -48.4 - 47.6 - 47.0 -46.5 41 °1 +40.0 +39 °3 +38 °7 +38.2 +37.8 +37.4 +37.1 +36.8 -55.7 -53.5 -52.0 -50.8 - 49.8 - 48.9 418.2 - 47.6 -47.0 41.6 405 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37 °3 L -56 °4 -54.1 -52 °6 -51.4 -50.4 - 49.5 - 48.8 - 48.1 -47.6 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 ZO ft 57 °0 -54.7 -53.1 -51.9 -50.9 -50.0 - 49.3 -48.7 -48.1 +42.6 +41.4 40.6 +40.0 +39.5 +39.1 +38.7 +38 °4 +38.1 21 ft we +43.0 +41.9 +41.1 ( +38.5 22 ft -58.1 -55.8 -54.2 c. a • �.B 2Z3 e -49.0 +43.4 +42.3 41°5 : +38.9 -58.7 -56.4 -54.7 5 a 49.5 23 ft +43.8 +42.7 +41.8 +� c . ,`+ 40,3 ° ;� +39.2 24ft +44.2 +43.1 +42.2 - a.--, +39.6 59.7 -57.4 -55.7 25 ft 44 °6 43 °4 42 °6 MA.9 19a 26 ft 60.2 +45.0 -57.8 +43.8 -56.2 42 °9 ' . . , +403 27 ft -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 +45.3 +44.1 +43.3 +42.6 +42.1 41.6 +41.2 +40.9 +40.6 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 r.,. 8 ft +45.7 +443 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 40 °9 29 ft -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 46.0 445 +43.9 +43.3 +42.7 +42.3 +41.9 413 +4L2 30 ft -62.1 46 °3 -59.6 45.1 -57.9 +44.3 -56.5 +43.6 -55.4 +43.0 -54.5 +42.6 -53.7 +422 -53.0 +41.8 -52.4 413 32 ft -62.9 -60.4 -58.7 -57.3 -56 °2 -553 -54.4 -53.7 -53.1 +47.0 +45.7 445 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 -64.1 -61 °6 -59 °8 -58.4 -57 °3 -56.3 -553 -54.7 -54.1 ' +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 L -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 40 ft +492 +47.9 +47.0 46.3 +45.7 +45.2 +44.8 +44.4 44.1 45 ft -67.6 -64 °9 -63.0 -61.6 -60.4 -59.4 -583 -57.7 -57.0 +503 +49.1 +48.2 473 46.9 +46.4 +45.9 453 +45.2 50 ft -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 +51 °6 +502 49 °3 48,5 47 °9 +47.4 +47.0 +46.6 +462 55 ft -703 +52.7 -67.7 +51 °3 -65.8 +50.3 -64.2 +49.5 -63.0 48.9 -61.9 +48.4 -61.0 +47.9 -60.2 +47.5 -59.5 +47.1 60 ft -71.8 -69.0 -67.0 -65.4 -64 °1 -63.1 -62.1 -61.3 -60.6 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 DATE INIT ISSUE GSS TSB 03/05/12 REV- ADJUSTED HEIGHTS GSS TSB 04/09/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, 05. "ALTERATIONS, ADD0ONS, F:GHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CHIT UHCATION. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEFINED AS THE s cv ! ' USE OF CRITICAL C C. F a 2. TABLES VALID 0 - 3. TABLES VALID F+ LESS THAN 10" SHA 4. IDENTIFY THE B CANNOT BE IDENTI 5. ALWAYS ROUND.° 6. CALCULATE THE TRI . THE SPAN LENGTH (HEIGHT) MI. THAN ONE -THIRD SP a_ t OPENINGS ONLY- e + • `b�, AREA OF AN OPE MRH <_ 60' BASED ON Kd = 0.85 ORST CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES INEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT LE VALUE OR CONSERVATIVE ASSUMPTION. E OP -NING IN QUESTION (HEIGHT * WIDTH) OR Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS ). THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY FT;' -" CRITICAL (10 SQUARE FEET) SHALL '0 THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH •• = SH D, . ° LEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY, THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CO ° ' • ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTS a N 1 tw._.e_ . D VERIFIED BY THE GOVERNING NY FOR APPLICABILITY OF TABLE BUILDING DEPARTM VALUE USE IS OFFER 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH I5 T 6. ADHERE TO ALL • °,�a,c{;y 7. NO CERTIFICATION- "�^-! ° 8. EXCEPT AS EXPRESSLY P AFFIRMATIONS ARE INTENDED R ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER MATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. 0011-15 HOST STRUCTURE. N, NO ADDITIONAL CERTIFICATIONS OR a =10/ OF • ifaVdt L 'i1. RH, WHICHEVER ISSN } j LF7r•3y -•; ± .It @F LEAST HORIZONTAL DIMENSION OR 3FT (1•" s liT=AIPA a6°•^ QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT IS ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF ACTH 49885 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION TI Metal Tech, Inc. 7635 West rd Court Hialeah, Florida 33014 PTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miaulidade.govtpuilding SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (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 will 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 e Florida Building Code. DESCRIPTION: " Bertha RV "Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 12 -019, titled " Maximum Impact 1-1V1 HV2 Accordion Shutter ", sheets 1 through 28 of 28, and sht. 28A of 28, prepared by Tilteco, Inc., dated January 20, 2012, signed and sealed by Walter A. Tillit Jr., P.B., on. January 20, 2012 bearing the Miami -Dade County Product Control Approval stamp with the Notice + ate b the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved ", and NOA number, per TAS -201, TAS - 202, and TAS -203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 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 ofthis 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 consists ofthis page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by H�lmy A. Makar, M.S., P.E. 17t o4/2 6/Z o/2 NOA No. 114222.03 Expiration Date: 04/26/2017 Approval Date: 04/26/2012 Page 1 Metal Tech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 12 -019, titled " Maximum Impact HV1 HV2 Accordion Shutter ", sheets 1 through 28 of 28, and sht. 28A of 28, prepared by Tilteco, Inc., dated January 20, 2012, signed and sealed by Walter A. Tillit Jr., P.E., on January 20, 2012. B. TESTS 1. See Association's generic approval under 11 -1676. C. CALCULATIONS 1. See Association's generic approval under 11 -1676. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 11 -1676. F. STATEMENTS 1. Release letter issued by the American Shutter System Association, dated January 27, 2012, certifying this product to meet the criteria of product tested and approved and allowing Metal Tech, Inc. to use the test results approved under Miami Dade County Approval No. 11 -1676, signed by Ms. Legny Rodriguez. 2 Acknowledgment letter by Metal Tech, Inc., dated March 19, 2012, signed by Steve Buzzella. 3. Letter by Tilteco Inc., dated January 30, 2012, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., cert fying that the drawing (No. 12 -019) prepared for Metal Tech, Inc. is engineering wise identical to ASSA 's generic drawing (No. 11 -111). E -1 i4--"4"&i ray A. Makar, M.S., P.E. PERA, Product Control Unit Supervisor NOA No. 11-1222.03 Expiration Date: 04/26/2017 Approval Date: 04/26/2012 GENERAL NOTE : 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIN LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODES, USING ASCE 7-05 STANDARD FOR INSTAUAIIONS UNDER 2007 F8C & ASCE 7 -10 FOR INSTALLATIONS UNDER 2010 FRC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 & 25. 26. 28 & 28A. IN ORDER TO VERIFY THE ABOVE CONDII1ON, ULTIMATE OF810N WIND LOADS DETERMINED PER ASCE 7 -10 SHALL 8E FIRST REDUCED TO A.S.D. DPI WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORDER T COMPARE THESE W/ MAX. {A,S.D) DEBT PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 & 25, 28. 28 & 20*. IN ORDER M VERIFY THAT ANCHORS ON THIS PAD., AS IWIt0, WERE NOT OVER STRESSED, A 33S INCREASE IN ALLOWABLE STRESS FOR WIN LOADS WAS H[ USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT. LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1526 OF THE ABOVE MENTIONED CODES AS PER ATI. REPORTS: . -EN BLADE O #0214.01 -03, #0718.01 -03, #1004.01 -05, #1214.01 -05 #0317.02 -06 AN #0809.01 -10 AS PER TAS 201. TAS 202 AND TAS 203 PROTOCOLS -HV WINDOW BLADE ® $505.01 -08 AS PER TAS 201, 202 & 203 PROTOCOLS AND 072801 -08 AS PER TAS 202 PROTOCOL -HV BLADE #0422.01 -05 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. 2. HV MADE 1Q AND HV BLADE °ARE ENGINEERED T WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSUREFS TTRANSIT)ION FROM END ZONE 5 TO NTERIOR ZONE 4. EACH FASTENER TYPES WIND ZONE SCHEDULES MUST BBE E APPLIED TO THE CONRRESPONO�NG WIND WITH SECTION THIS SF LLINCLUDE REQUIREMENTS FOR2MN.) SEPARATION TO G1{SSZ DEUMMA ON OF WIND ONES 4 � 5 AS WEU. AS VAUDRY OF COMPONENTS FOR HV BLADE01 & °ACCORDION SHUTTERS SYSTEMS FOR EITHER WIN ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AN ASCE 7 STANDARD, AND -SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLED FOR. HV BLADE® AND HV WINDOW BLADE ® ARE ALSO ENGINEERED T WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS AND CONDITIOY4S OF USE INDICATED ON SHEET 28. 3. SERIES STAINLESS STEEL SCREWS WITH 135.0 YIELD STRENGTTHHUAND 180 ket TENSILE STRENGTH. PNCONNECTION HH.LT BE COATED WITH 8 1 HY 4X275 AN 14/(1.75 COATING SYSTEM AS 410-HT MINIMUM BY APPROVED COATING APPUCATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM WIELD STRENGTH FOR 6063 -T6 ALLOY IS 31.7 kat AND 35.7 k 1 FOR 6005 -15 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304. OR 316 A61 SERIES OR CORROSION RESISTANT COATED CARBON STEEL. AS PER DIN 50018 WITH 50 kW MN. YIELD STRENGTH AND 90 ksl MIN. TENSILE STRENGTH AND TO COMPLY W/ FBC SECTION 2411.3.3.4. 8. BOLTS TO BE ASTN A -307 GALVANIZED STEEL OR AISI 304 OR 318 SERIES STAINLESS STEEL WITH 35 ket MINIMUM YIELD STRENGTH. 7. SEE THE FOU.OWING SHEETS FOR ANCHOR SPECIFICATIONS: 141/ BLADE : 13, 14, 15, 16, 17 AN 28A FN BLADE 0 : 26. HV BLADE 01 & ® WORKING TN UNISON: 13, 14 & 16. 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S PATENT #8' 779, 582. COMPONENTS OF THIS APPROVAL ARE COVERED, N WHOLE OR IN PART BY U.S. PATENT #5'458.179 ISSUED TO EASTERN METAL SUPPLY, INC. • 9. IT SHALL BE THE RESPONSIBIUTY OF 111E CONTRACTOR T VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER I5 TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: WRING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL IN AN HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. AALL� ENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF 714E SIDE RAIL APPROXIMATELY 4e BELOW THE TOP OF SUCH RAIL LABEL SHALL READ AS METAL TECH, INC. HIALEAH, FLL MIAMI - DADE COUNTY PRODUCT CONTROL APPROVED. 12. BERTHA H.V. ACCORDION SHUTTER SmItM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (o) THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (b) CONTRACTOR T BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING 0FE SAFETY OF THIS PRODUCT, BASED ON THIS PAD„ PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFELY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (a) THIS PAO. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS (d) BE SITE SPECIFIC RESPONSIBLE THE PROPER USE OFF THE P.A.D. ENGINEER OF ORRD. ACTNGG ASARCHITECT A �E TE0 G BECOME THE P.A.D. ENGINEER OSHA SU)�T T THIS LATE THE SITDE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS PAD. SHALL BEAR THE DATE AN ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD 714AT. PREPARED R. arair MIAMI -DADE COUNTY IIMIIP"4�A' �/%�� _ s' •• 6 1 s /DIAL ; I6II RE. SEAL7S4irATURE /DATE • TABLE OF CONTENTS AREA 1: HV BLADES ( d Q GENERAL NOTES SYSTEM COMPONENTS SYSTEM COMPONENTS TYPICAL SHUTTER ASSEMBLY 1 -20 21 -37 38-43 SHEET 1 SHEET 2 SHEET 3 SHEET 4 AREA 2: HV BLADE (I) AND HV WINDOW BLADE in (WHERE APPLICABLE). TYPICAL SHUTTER. ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A -E, CDNCREIE /BLOCK SHEET 8 INSTALIAT40N DETAILS F -L, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1 -6, CONCRETE/BLOCK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 15 ANCHOR SCHEDULE- WOOD SHEET 18 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M -R, 8001) SHEET 18 INSTALLATION DETAILS S-X, W000 SHEET 19 END CONNECTION DETAINS 7 -12 & X, W000 SHEET 20 AREA 3: HV BLADE m ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS INSTALLATl0N DETAILS M -GG, CONCRETE CENTERMATE DETAILS HD EN CONNECTION DETAILS 1 -6 & X, CONCRETE/BLOCK MAXIMUM SPAN TABLES ANCHOR SCHEDULE, CONCRETE SHEET 21 SHEET 22 SHEET 23 SHEET 24 SHEET 25 SHEET 28 AREA 4: HV WINDOW BLADE C'I4 ONLY TYPICAL WINDOW BLADE & WINDOW DETAIL TYPICAL SHUTTER ELEVATION SHEET 27 SHEET 28 AREA 5: HV WINDOW BLADE Q ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 28A FLORIDA BUILDING CODE (High Velocity Hurricane Zone; IL E C o INC. T1LUT TESTING & ENGINEERING COMPANY 8788 NAP. 381h. SL, Ste. 308, 'MOM GARDENS, FLORDA 33161 Phone : (308)871 -1530. Poo : (305)871 -1531 e-mark Stscoesol.00m EB- 0008719 WALTER A 'ULM Jr. P. E FLORIDA Uo. # 44187 METAL TECH, INC. (ASSA #1 28) 7835 WEST 2 COURT HIALEAH, FL 33014 PH (308) 823 -2323 FAX (305) 828 -7979 2012 EASTERN METAL SUPPLY, NC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HY" Assardion$mCLBrSystem JtV. 8110E I W/ OR W/0 H.V WINDOW JUDE & HV. RIME A RCA. No 40SC 44111001 DATE Drown by: F.P. /A0. OLD 07 -213 01/20/12 2 3 4 DATE: 01/20/12 DRAWING No 12 -019 8 SHEET 1 OF 28 / s e 10R »wSOW mum 4. + 1,1111_ COVERal UNDER US PATENT # 5458179 HV WINDOW BLADE* 'SEE LIMITATIONS OF USE OF BLADE ® ON SHEET 28 6 38 i■ 0.0 0.072• ©W ADJ. FLOOR T ACK QUALIFIED FQR �1SE W HV BLADE 1 Q� &((( 6063-T6 ALLOY AND TEMPER 11 HV CEILING HEADER QUALIFIED FOR USE W/ HV BLADE 0 & SEE SECTIONS FOR VALIDITY 6063 -T6 ALLOY AND TEMPER MN. X MN Y 0.082' 16 SIDE ANGLES FIED FOR E HV BLADE ®,Q� W & 6053 -T6 ALLOY AND TEMPER -L% HV BLADE RED UNDER US PATENT 5458179 6005 -T5 ALLOY AND TEMPER HV ADJ. ADAPTER W /UP QUALIFIED FOR USE W/ HV BLADE 1 &(0 6063 -T6 ALLOY AND TEMPER 1.2 VARIES 1° 1.915° imillimil . MIMI 1 I MI or 0 BY-BENDER/SILL QUALIFIED FOR USE W/ HV BLADE 1) & SEE SECTIONS FOR AUDITY 6063 -T8 ALLOY AND TEMPER ALUMINUM ANGLES QUAUFIED FOR USE W/ HV 8066330- T6(AALLLOY SCHEDULE) as e01010199withille .10,0")„.70o, Nom ti ;FA�ti. 3 �• F Cordr MIAMI —DADE COUNTY HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 10 &® 8005 -T5 ALLOY AND TEMPER 0 H WALK —OVER TRACT( QUAUFIED FOR USE W/ HV BLADE() &® 6063 -T6 ALLOY AND TEMPER 13 HD CEILING HEADER /SILL QUALIFIED FOR USE W/ HV BLADE C71 & igo SEE SECTIONS FOR VALIDITY 6083 -T6 ALLOY AND TEMPER COMPONENT A 3 T1 T2 BLADE QUALIFIED Q 2° 8° MAX. 1/8° 1/8° HV 1U 2° 5° MAX. 0.182° 0.192° HV® ® 2S° 7° MAX. 0.190° 0.190° HVO VARIES 1.9 ® HV DIRECT MOUNT QUAUFIED FAR _OE W/ HV BLADE 1 Q�j &(,2 8063 -76 ALLOY AND TEMPER 12 .920 ® J1V TRENCH TRACT( QUALIFIED FOR USE W/ HV BLADE 0 ONLY. 6063 -76 ALLOY AND TEMPER 14 HD WALL HEADER /SILL, QUALIFIED FOR USE W/ HV BLADE 0 & SEE SECTIONS FOR VALIDITY 6063 -78 ALLOY AND TEMPER fin' , +��.s /ONAL�PI +P P.E. SE1 e,8t ixeduRE /DATE, / IL ECO INC. \ T1LUT TESTING & ENGINEERING COMPANY 6385 N.W. 38th. St, Ste. 305, 1RRORDA CAROMS, PANDA 33166 Phone : (305)871 -1530 . Pax : {305)871 -1531 e -m51t• 01464*acL0om E6- 0008719 WALTER A. MUT Jr. P. E. FLORIDA 140. # 44107 Y t 2° 0.125° ®® 0.090" ®HV 90e /180' STARTER QUALIFIED F�1R SE W HV BLADE Y 5 & 6063 -76 ALLO AND T PER .37 .124" 1� H{V RAINGUARD QUALIFIED FOR USE W/ HV 6063 -76AL ALLOY AND TEMPER 2.035° SHD CEILING HEADER /SILL QUAUFIED FQR ,Q SE W HV BLADE vv & 6083 -78 ALLOY AND TEMPER ® CORNER POST$ QUALIFIED MR USE W/ BLADE 11 .® & 6083 -76 ALLOY AND TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone; METAL TECH, INC. (AssA # 26) 7838 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 828 -7979 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV9 HV2 ACCORDION SHUTTER I 88RTHAHW41 AaardionShuttersystem 1 W R„ W .O H.V :ii ' BLADE & V DESCRIPTION DATE 051,1, 5y, F.P. A.G. REV. No 1a •1E 2 OLD 07 -213 01/20/12 3 DATE: 01/20/12 DRAWING No 12 -019 SHEET 2 OF 28 HV CENTERMATE s, QUALIFIED FOR USE W/ HV BLADE®& ONLY HV FLOATING CENTEMA[I: 6063 -T6 ALLOY AND TEMPER QU ED FOR USE W/ HV BLADE 1 & 1 ONLY 6063 -T8 ALLOY AND TEMPER 2.79D° PLAN FRONT ELEVATION ® HV MALE "T" LOCK CENT(7E�RMATE ® LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV TBLADE ONLY QUALIFIED FOR USE W/ HV BLADE OONLY 6063 -T6 ALLOY AND TEMPER 2 HD CENTERMATE W/ NO I,QCKII!G ROD QUALIFIED FOR USE W/ HV BLADE W 8a0 6063 -T6 ALLOY AND TEMPER VARIES, 12° MIN. AC TM0005 /8°0 -18 (SEE DETALS) 0 LOCKING ROD L QUALI AD F1 .G Z HV BLADE & 1 2 6063 -T6 ALLO A D TE ER © INSTALLATION WILL REQUIRE A 7/18° HOLE DRILLED AT TRACKS FOR PROPER EMBEDMENT 418' ® HD CENTERMATE W/ LOCI 4G dOD QUALIFIED FOR USE W/ HV BLADE 1 & 2 6063 -16 AU.OY AND TEMPER HV 3/8 "0-16 ACETAL THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE Q& I Approved as complYm5wmttb9 Florida Data h- > 4s Miami Product By MIAMI -DADE COUNTY f'A. / J /, 4,,ff E41 A. t 4° -O0xt/ SSd03. (2 1YP.) HHOOU ING ENAMEL BAKED PAINTED HV CORNER CENTERM IFIED FOR USE W/ HV BLADE 1 ONLY 6063 -T6 ALLOY AND TEMPER ........,,y, mor. _ t Illitoo's• l� T" HV " LOCI( )1V FEMALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE ciONLY QUALIFIED FOR USE 6083 -T6 ALLOY AND TEMPERA'' W /HV BLADE Q ONLY. BRASS CYLINDER & KEYS (CHROME PLATED) HV LOCK QUAL.IFIEDOR IISE W/ HV BLADE W & Ut ONLY. PLASTIC HEAD MOLDED TO SCREW @ HD CENTERMAATE'S INSKRT QFI60D63FO8 ALLOYWAND HV TEMPER " , ® &O *1 /2° 1/4°0 cEHV 1/4" 0 -20 ANSI 304 RIES S.S. THUMBSCREWS QUAUFIED FOR USE W/ HV BLADE W & JeS ".- 00 /ALENS';fI" �iii JJfI P.E. 'SEALjSY�iSATURE /DATE IL ECOINC. TILER TESTING & ENGINEERING COMPANY 0386 N.& 281K. St. Ste. 309. MOM QAROENS, FLORIDA 33188 Phan* : (308)871 -1930. Fax : (308)67.1 -1931 4-mnO OkuNxilcom E6- 0000719 WALTER A, TLLUT Jr. P. E. FLORIDA UD. 1 44187 ® HV EGRESS LOCK QUALIFIED TOR USE W/ HV etADE (el & ® ONLY. 250 0.0. AFTER RIVETING 1/4 " " -20 fx 3/4" 8510 RNET1NG S.S. THUMBSCREW 1/4"0-20 RIVNUT* *SERIES 0494 ALUMINUM (2024 -13 AISOY) LARGE FIANOE THIN SHEET NUTSER0. PART # 0820, AS MANUFACTURED BY AVOEL CHERRY TEKTORN. PARSIPPENY. NEW JERSEY 07054 OR EQUAL ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE 1 ONLY. ® HD LOCK 6Y REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK SOLT LOCK. QUALIFIED FOR USE W/ W BLADE 1O &02 FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone; (Q 2012 EASTERN METAL SUPPLY, INC. METAL TECH, INC. (ASSA # 26) 7638 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BtBR1THA WV ° Accor dlonShatteoS D H.Y. RADE FI W/ OR W/O ILV WINDOW BADE & H.V. EIIADE #i REV. NI DESCRIPTION DATE Own b7: 1 OLD 07 -213 01/20/12 DATE: 01/20/12 2 3 4 DRAWING No 12 -019 SHEET O 28 SHUTTER ASSEMBLY SCHEDULE FOR HV Q, HV IA AND HV a BLADES. 0 HV BLADE 1 ® HV BLADE 1A HV BLADE 2 ® HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING (3 HV NYLON HAT WASHER 41 HV WHEEL CARRIAGE AISI 302 -303 SERIES O.87O "x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 43 POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) I4 }J1l PtN IREyENT3 AT EXTERIOR BADE KNUCKLE FOR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ WO OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HY® BLADE WHEN CORRESPONDING TO INSTALLATIONS °CC° AND °DD°, SHEET 22. (3) HV PIN ® OR ® W/ 1/2° O.D. 1/18° THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEETS 11 & 24. EXTERIOR or@3 (SEE NOTE FOR REQUIREMENTS) TYPICAL SHUTTER ASSEMBLY SCALE: 3/8° d 1° MIAMI -DADE COUNTY. FSS�ONRi.... '6�► P.E.SE,C%51RE /DATE WHEEL CARRIAGE DETAIL, N.T.S. /1itWNC.\ TILLTT TESTING & ENGINEERING COMPANY ton N.W. J&k. e., sos, V61OWA OMEN n.0RIDA 35166 Phone : (320)871 -1530 . Fox s (306)871 -1831 e —ma0: Illteoo8aol.ccm E8- 2006712 WALTER A. TQLR Jr. P. E. FLORIDA Lto, # 44187 HV PIN 0 0R ®AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) ASSEMBLY LAYOUT N.T.S. FLORIDA BUILDING CODE I:h Velocit- ' rricane Zone' ® 2012 EASTERN METAL '°-•LY, INC. METAL TECH, INC. (ASSA # 26) 7835 WEST 2 COURT HIALEAH. FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 CT HV7 HV2 ACCORDION SHUTTER NISIRTHAHV" Accordion Shutter System H.V. BIAS #( W/ OR W/0 FLY ENDOW BIADE & H.K. POE 112 REV. Nol 8828RIPDON DATE Drown try: F.P./A.G. DATE: 01/20/12 OLD 07 -213 01/20/12 4 DRAWING No 12 -019 6 6 SHEET 4 .OF 2& — ICJ °nE%°`�6v YJu' ®s -v SEE END CONNECTION DETAILS ON SHEET 11 TYP. FULL HEIGHT. Q+ ' > p> 0> ci' ©> co) p> \Li; e> 0> p> 0> UNWED WON �)- 31:t+.41. � ®•®+QaQ ®do• ®. ®• ®.a•®. ®•©. -- ®.(0.0.0. 9.@ TYPICAL () HV BLADE SHUTTER ELEVATION N.T.S. MIAMI -DADE COUNTY ����''��Q��•'�GENSF T�� J i F.E. SEZMARE /DATE * NOTES ON HV LOCKS AND CENTERMATES; 1 MAN J M1Y CONI)ffION )91; ONE HV LOCK () or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FORR1�ANY SPAN Oft 1 r ABOVE OR CENTERMATES W/(2) 1/40 -2xA 1/22 LONG FLAT FOR HEAD S.S. M.S. U LOCATION OF LOCK SHALL TO nAS INDICATED ON TYPICAL SH ATION. 2. LIMITED MANDATORY CONDITION #2 ALTERNATE 79 M •• • CONDITION #1 AUD Y/ FOR TWO LOCKING RL DS GATTTTOP & BOTTOM SHALL KBE US OR F OR ANY SPAN AND IN�TIO W/ ANY ELEVATION. HV LOCK LJ OR 0 SHALL BE ATTACHED TO OR CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION 3x1. LOCATION OF LOCK LOCKS AS APPUCABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. 3. OPTIOVAL LOCKS +J OR MAY tBESED DESIRED, S FOR AN INSIDE OR OUTSSIIDEE LOCK. CONNECTION OF LOCKS TO UP TO TWO HY_ OR r SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCH OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. Lit o, : n n,.;. & _, I. . , d. �, .,� nIa •.• ,u u,.. ; .: IS USED BE USED IF W� IRED�TO ENHANCE SHUTTERPERFO ARE E. LOCKING REQUIRED OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION ®(NON HURRICANE POSITION). 5. AND INSTALLATIONS ELEVATION. HV /(LOCK/ or SHALL BEE USED CORNER AN OUTSIDE CE EOOR INSIDE LOCK, Ci ATTACHED AT TOP & B(iTTOCORNER H BE USED LOCATION f0F LOCK SHALL 85 AS INDICATED ON TYPICAL SH TWO UTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. .,LOOP! � a AlN a. 65. .21i• &_ i✓r, ALTERNATE 'TO MANDATORY CONDmoN 91 VALID ONLY FOR HV L.. �7: w SWAIETRICAI CENTERMATES • ONE ALTERNATE HV LOCK QG MAY BE USED 1N UEU OF HV LOCK or + FOR ANY SPAN AND INST T TIONS AT ANY ELEVATION. ALTERNATE LOCK 0 MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4 °0- 20x3/4" S.S. THUMBSCREW TO 0 OR 0 CENTERMATES SHALL BE MADE W/ 1/4 "0- 20x3 /4" AURA. RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV "T" LOCKS AND CENTERMATES; 1. $ECOND ALTERNATE TO MANDA . - CONDmON 91 VALID.ONLY FOR I-N "T • L ®.AND CENTERMATES ® AND La ONE ALTERNATE HV 'T" LOCK MAY BE IN 5JA7: ED IN UEU OF HY LOCKS OR Q.B FOR ANY SPAN AND INBTALLAT3ON AT ANY ELEVATION. Al. y'.. TE LOCK Q9 Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK i! POURED CONCRETE RE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) E. D. .250° Not. POUND CONCRETE REQUIRED NCRETE ANCHORS SEE SCHEDULE ON SHEET 13) 1° POURED *CONCRETE OR CONCRETE BLOCK REQUIRED 7//4 °0 -20x3 /4° 5.9. CONCRETE ANCHORS t�4CF6IVE SCREWS (SEE SCHEDULE ON W/ 1/4 ° -20 SHEET 13) NUTS • 12° 0.0. // // NACHINE SC S.S. USING 1/4° -20 NUTS 0 12° 0.C. OPTIONAL 260° Max. 1 MN. SEPARAfl0N TOG ASS (`EE 1 SCHEDULE ON 12 F01 aADE POSTING ON 04r 28 GLASS — 1 1U& EXISTING G MN. SEPARATION 1 TO GLASS (SEE SCHEDULE ON 12 FOR BLADE ON SHEET 28 BLADES 10& HV WALL HEADER INSTALLATION. R MIN. SEPARATION I 1—(SEE SCHEDULE ' To GLASS EXSTING SHEET 12) R EXISTING HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS '"'"—(SEE SCHEDULE SHEET 12) OPTIONAL E. D. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED © HV WALL SILL INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) NOTE FOR COMBINATION OF SECTIONS: 1— SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2— MOURNING SECTIONS CAN BE COMBINED N ANY WAY TO SUIT ANY INSTALLATION. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED * E. D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 14) Approved as 0m071110 tbo ode MIAMI -DADE COUNTY NCRETE ANCHORS SHEET54 SCHEDULE ON ) n. 1/4° max. -c) 1/4 °0- 20x3/4° 5.5. PHILLIPS TRH HEAD MACHINE SCREWS. USING. 1/4° -20 NUTS ® 12° 0.0. EO HV WALL SILL INSTALLATION SEE UMQATIONS OF USE FOR BLADE 6Al ON SHEET 28 �,e40 4411.._1 1�1dr ti4 . rtL k S�ESF •L`i'p' EXISTING GLASS 0 HV WALL HEADER INSTALLATION GIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1 OPTIONAL ro CONCRETE ANCHORS (SEE SCHEDULE CO SHEET 13) 1° Mta. 1/4 °0 -203‘3 /4° S.S. PHILLIPS —TRUSS HEAD MACHINE SCREWS W/ 1/4° -20 NUTS ® 12° O.G. REQUIRED 0 HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ CD HV BLADE & (11) HV + 1 HV BLADES) AS APPLICABLE P.E.° eas/ONAI SEAL% TVIAATURE /DATE IL EC 0 INC. TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 3Wh. St, Ste. 305, 05050A CAROEN5, FLORIDA 33180 Phone : (305)871 -1530 .Fox : (0571 -1531 e—man: t8teoo®aotoom EB- 00067(9 WALTER A TIWT Jf. P. E FLORIDA Lie. i) 44107 FLORIDA BUILDING CODE (High Velocity Hurricane Zone: METAL TECH, INC. (ASSA # 26) 7635 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV7 HV2 ACCORDION SHUTTER BERTHA HE AccordionShntterSystem }LY. BIADE 1 W/ OR W /0' ILY WINDOW MADE & H.Y. BADE #2 REV. No DESCRIPTION PATE Drawn by. F.P. /A.G. 01/20/12 DATE: 01/20/12 OLD 07 -213 3 DRAWING No 12 -019 a 6 H 8OF 28 CONCRETE POURED REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) EDGE OF St0,8 IF APPLICABLE 'IISCHEDULE 04 1O (SEED 1 1(NJA © HV CEILING INSTALLATION X10 a1A10 11`i=IVO&12) EXISTING � 6°.PA6A010N SCHEDULE CN TO CLASS (see 12 WRO ON 26 i•' sruso 8,1031 �� ALTERNATE ANCHOR 0 EDGE OF APPLICABLE OR 0• CONCRETE REQUIRED 5 #14x3/4° HEX HEAD TEK SCREWS 0 8° 0.C. OR 1/4 °0 -20 S.S. M.S. W/ NUT 09° 0.0. OPTIONAL POURED CONCRETE REQUIRED • Q HV RAINGUARD INSTALLATION t NOTE FOR COMRINATION. OF SECTIONS: 1— SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. EDGE OF SLAB IF APPUCABLE LOCATION 0 OR ®. #10x3/4° HEX WASHER HEAD TEN SCREWS ® 12° 0.0. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) piryi E. D. ® HV FLOOR INSTALLATION, t EXISTIN_ _ 6 ( 0EN. Sf OL STION TO h (SEE SCHEDULE 0 1 SHEET 12 * E. D. m EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 14) ,..withsAe mamas Dos O. 060A9) 2w • 3 MIAMI —DADE COUNTY POURED CONCRETE OR CONCRETE BLOCK REQUIRED KQ }IV WALL FLOOR INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) EDGE OF SLAB IF APPLICABLE 10x3/4° HEX WASHER TEIC SCREWS O 12° O.C. #144014° S.O.S. 09° 0. C. DES INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT T OR ENTRANCE �01, A6�9 J�EN$F' aIE..L11..' -- FSS /DNAI . 101 1 P.E. SEAL/SIGNATURE /DATE • SEE UM ATIONS OF USE FOR BLADE OS ON SHEET 28 EXISTING GIASS-1 MIN. SEPARATION `' —(SEE S TO GLASS CHEDULE SHEET 12) tat SDPAILOION TO CLANS FORD SCHSOULE SHENT 12) EXISTING j EDGE OF SLAB IF APPLICABLE POURED CONCRETE REQUIRED E. D. FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) nt HV WALK -OVER INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE 0 SHEET 15) #14x3/4° F.H. S.D.S. 0 9° 0.C. NOTE 13(b) ON SHEET 1 POURED CONCRETE OR CONCRETE BLOCK REQUIRED 1/4° Max. © HV WALL WALK —OVER INSTALLATION INSTALLATION DETAILS W/O HV BLADE & (C'I) HV + HV BLADES) AS APPLICABLE IL ECOINC.\ TILLIT TESTING & ENGINEERING COMPANY 0.360 N.W. 3611e &» 60.. 303, VNONA wawa, FLORIDA 33160 Phone 1 (305)871 -1530 . Fax • (305)871 -1531 e—maO: 999191 L002n EB- 0006719 WALTER A TIWT Jr. P. E. FLORIDA us. # 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zane; METAL TECH, INC. (ASSA # 26) 7638 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 0 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER H.V. 80 RAY. N 1 MURTHAA HV °' ACOOrdIOE&MbarSystem E 11 W/ OR W/0 HY WINDOW fl.ADE & HY. BLADE 12 DE609101109 DATE Dram by: F.P. /AG. OLD 07 -213 01/20/12 DATE: 01/20/12 4 DRAWING No 12 -019 SHEET 7 OF 28 SEE END WALL CONNECTIO DETAILS ON SHEETS 11 & 20 OUT 2 t2°a1 /8 °x0'- (6063 -T6 ALLOY) ALUM. ANGLE W /(2) 1/4 °0 TAPCON ANC TO CONCRETE (TOP /BOTTOM) (4)1tlAT /EACH ANGLE. (NO IN -r EXISTING GLASS ® +o 1/2° #1063/4* S.M.S. • 12° 0,C. FULL LENGHT. INSTALLATIONS W/ HV BLA V CENT MATE * SEE NOTES ON LOCKING ROOS ®, HV LOCKS 8J or OS AND ALTERNATE 111 LOCK l) ON SHEET 5. ** BLADE SLACK DETAIL. KW LS VAUD FOR ALL CENTERMATES APPUOATION WBN BLADE© [EXISTING GLASS 1/4° 6 1/2° SEE END WALL CONNECTION 7° SYMMETRYCAL CENTERM ' T,_ W/ HV LOCK J or T * A e�eeeerar•^ ■�iiL_ G+l}�ae © +OoA® 10 + ®oR EXISTING 1J ° C)c1L '.J+ ®°P ®, OP ® MIN. SEPARATE) TO GLASS (SEE SCHEDULE 0 SHEET 12) L 0. 0. 0 jtVousnm IN OP1TONAL (INTERIOR) * HYA OUT HVD OUT (EXTERIOR) SYMMETRICAL CENTERMATES HV LOCK 6i* IN OUT HVC �s «7�Is 10« ® MBJ. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) EXISTING GLASS OPTIONAL (INTER 0R) M POURED CONCRETE OR CONCRETE BLOCK WALL REQU ' ED Approvedascm iplYlagtT1@the MIMED Daft 0 , .,. 0/2 NOM RI XI o MIAMI —DADE COUNTY .FSS /Oisa16I F11' P.E. SEALS I ATURE /DATE HVE / IL ECOINC.\ TILUT TESTING & ENGINEERING COMPANY 5355 N.W. 384i. St, Ste. 308, e1 1 GARDENS, FLORIDA 3315E Phone I (305)871 -1830 .Fax : (305)671 -1531 e-malE BlteooOooLoom EB- 0006718 WALTER A TUT Jr. P. E. FLORIDA Uo. # 44187. HVF ** FLORIDA BUILDING CODE (High Velocity Hurricane Zone' METAL TECH, INC. (ASSA # 26) 7835 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV4 HV2 ACCORDION SHUTTER BERI'MA XV " Accordion Shatter System H.Y. No DESCRIPTION &DID/ OR W/O HV MDA �C Dram Lm H.V. . / BLADE 1 01.0 07 -213 01/20/12 DATE: 01/20/12 3 4 DRAWING No 12 -019 e. SHEET 8 OF 28 SEE END OUT CONNECTION DETAILS ON SHEETS 11 & 20 2 °x2x1 /8 °x0' -2 ALUM. ANGLE W /(2) 1 //4 0 TAPCAN ANCHORS TO CONCRETE (T'OP /00TFOM) 4)#I0AT x1/2" SO TUBE ANGLE. (1YP) IN ALTERNATE INSTALLATION W /HV "T" LOCK 3C, HV MALE /FEMALE "T" LOCKS CENTERMATES & LOCKERS 0 HV BLADE * • �- GLASS EXISTING ASS 1 Q.0.0+ (>0.0+0°R �^ 10 +�ja+® +�J""®+ ©00. ® +® +®0,® +p +43.. ®,®axp +®0.® +® ® +0 (.0 +000 +0 1/2° #10x3/4° S.M.S. tD 12° 0.0. FULL LENGI4T. BLADE QSLACK DETAR HVF, INDICATED ON SHEET 8, AS WELL AS UNIVERSAL FLOATING RUDE Q DETAIL HDD -HVD INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. SEE END CONNECTION DETAILS ON SHEETS 11 & 20 LOCK (INSIDE) IN *HV "T" LOCK (INSIDE) SEE NOTE 8 FOR HV LOCK() , LOCK, ON SHEET 5. f SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY. NEW 4ERSEY 07054 OR EQUAL. / �>k N2) HV "T" LOCK (OUTSIDE) 1/4" 0 -20 x 1 1/2" S.S.M.S. W/ 7/8 "0 x 3/32" WINGNUT. 0 1/4" 0 -20 x 1" S.S.M.S. W/1/4 "9 x 5/8" RIVNUT t. OUT HVG* MIN. SEPWtA110N 70 0 (SEE SCH ULE ON SH 12) NYLON SCREW HEAD / �>k 'u3 HV "T" LOCK (OUTSIDE) FLORIDA BUILDING CODE (High Velocity Hurricane Zone; MIAMI —DADE COUNTY t i 44 - cSS/ONALtoisi P.E. SE'AL'/ NATURE /DATE 411: o' GEN$ic * %!!? rk 0114114r 1 /1IEThZOIC N. \ TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 38th. SL. Sta. 305, MGM GARDENS, FLORIDA 33188 Phone : (308)871 -1530 . Fat : (305)871 -1831 e -nuJb 1lltecoSaol oom 58 -0719 WALTER A MLR Jr. P. E FLORIDA Ua. # 44167 METAL TECH, INC. (ASSA # 28) 7035 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 828 -7878 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HVI HV2 ACCORDION SHUTTER HY.BL REV. No 4 6!RTMA NV 91 Accordion ShUUOesyamm W/ OR W/O HV *NOOW BLADE &-H.V. glADE DESCRIPTION DATE Drawn bp: F.P./A.O. OLD 07 -213 01/20/12 DATE: 01/20/12 DRAWING No 12 -019 SHEET 9 OF 28 SEE END WALL CONNECTION DETAILS ON SHEETS 11 & 20 OUT IN EXISTNG GLASS 10+0- 0+0-0+0- +0+0-0+0+0- 0+0- 0+0 -0+0 -_ 0+0 -09 +0 -19+0 2'x2'x1/8'x0' -2' (8083—T8 AMA. APGCN ANC _ 70 CONCRETE (TOP/13017 & (4)4113,11 130;T 8.M.8. EACH ANGLE. (7YP) 910x3 /4'SAS. 012' 0.0. INSTALLATION n HV BLADE W/ HD CENTERMATES . MIN. SEPARATION TO GLASS (SEE ON SE SCHEDULE LiEXISTNG GLASS SEE END WALL CONNECTION (4) H.V. PINS (TYP.) 35* (OPTIONAL) IN lf, 458► wrwLiF�j �:i�n' Ala \ I fLJ R32 31. 8 1/2' (4) H.V. PINS (TYP. i (OPTIONAL) SYMMETRICAL HD CENTERMATES W/ 0* LOCK (EXTERIOR) UMW 11//itA IMEtt•111111■11 MMIDSITL 1,14=a1= 12-1111 ifi i111,111111• HDA -HVA * - SEE NOTES ON LOCKING RODS g) & HO J LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BLADE@ DETAIL HDD —HVD IS VALID FOR ALL CENTERMATES APPUCATIONS WITH BLADE CO OUT OR ®\ (OPTIONAL) HDC -HVC SYMMETRICAL HD CENTERMATES W/ ®* LO K INTERIO ) c'goR® *0081 ®o10 * 30 ®+0+0-®+0+0 - ®+0-0+®-®+®- 80 +0- 0+0 -19 +0 HDD -HVD ** A 3 . ,, .:.. _, ;. ar8h@10 rival Dam 2. Br 1, MIAMI -DADE COUNTY 111koN T/4'- t F * / S1ATTE F 4• '- as0/0NALt, 00 P.E. 440RATURE /DATE IL EC01Nt:. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 3611,. 51.. Ste. 306, :ANNA CAROENB. nCRWA 33166 Phone : (305)871 -1830 . Fmt : (305)871 -1831 e —may Slteoa®aoLoorn ER- 0006719 WALTER A. T9.UT Jr. P. E FLORIDA Da. 9 44187 FLORIDA BUILDING CODE (High Velocity Hurricane Zone; METAL TECH, INC. (ASSA # 26) 7635 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV7 HV2 ACCORDION SHUTTER BERTHA HV w A xo:dlnn8hutt r8yete= KV. BI,VE 91 W/ OR W/0 H.V WINDOW SLADE°& H.V. B1ADE if REV. N DESCRIPTION GATE Drown by: F.P. AG. 1 OLD 07 -213 2 3. 4 01/20/12 DATE: 01/20/12 DRAWING No 12 -019 10� CF 28 (LCCATE AT OF (D) 1/2" MIN. #10x1 /2" S.M. • 18" 0.0. 0 1i y POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS Mod SCHEDULE ON 12 FOR BLADE i►AND Ott SHEET 28 FOR BLAOFS(fl& O�O•@••g•®a ®•0•(0.7.0.. END CONNECTION DETAIL 1) 1/16 "x3" MAX. (8063 -T6) ALUM. CLOSER PLATE (_LOCATE 1/2" AT EITHER SIDE MIN OP ®) #1081/2° S.M.S. 0 18° 0.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED _ — EXISTING GLASS MN.. SEPARATKNd,s TG GASS (SEE SHEET 12 F BADE &ND ON SHEEt 28 BLADES Oat e 9 SEE DETAIL X FOR SIDE CONNECTION "— EXISTING }, GLASS Fffi4 IPA ION 1O GLASS (SEE SCHEDULE ON SHEET 1 AND ON SHEET 28 FCR woes & I�� POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED END CONNECTION DETAIL OR 47 L ° (0.Oa ®•O • ©. ®••0•®5 0.(14-0•@,0•101. ® ® END CONNECTION DETAIL ® POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1/2" MIN. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS SEPARMON 1100 MASS ( SEE ON skUT 2 50R BLADE WAND ON SHEET 28 FOR WOES Q}& SEE DETAIL X SIDE CONNECTION TO TRACKS I OUSE 1" OR 2° j (AS APPLICABLE)x2°x1 ALUMINUM CLIP ANGLE (6063 -T6 ALLOY) AT MIDHEIGHT (1) #1041 /2" S.M.S. TO (4)& (2)1/4 "4 TAPCONS ANCHORS TO WALL AT 1" 0.C. (LOCATE AT EITHER 5105 OF ® ) O ®`®Wo (D ® �p ®.p.O60.OW O•O•"O•®••®•O® 0•0‘.6.0)..0.(13 END CONNECTION DETAIL 03 2" MAN EXI50NG GLASS MR 59 AIWNI1GN To GLA53 (SEE 4traii. l ' m1/2� FOR 1 LJw_ 1OOR„,,, NI RED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MN. SFPAMON TO GLASS (SEE SHEET SCHEDULE 1 DUDE (DAM ON SHEET 28 FOR BVOES D &O $•0.®• `0._0�.43,r�,•• ®•@•.0.0 «O`O Agplwrodasaompl SM1hhb FlaklaB Dote•' ROAN J2 .3/ srG4L� MIAMI —DADE COUNTY SEE DETAIL X FO SIDE CONNECTION TO /RACKS tt 43k.0.0• 041D 0 e o •®��•�g. ®a .p .0..0.0.0.. O.O =O•( •0.O. O. 0••O•0••0•03 END CONNECTION DETAIL 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" • SEE L1141EA IONS OF USE FOR BLADE 11 ON SHEET 28 O�e OK A) • ®°° 1431.0 ®a,O. .Oa, .0.OAx ®�_. ®�•O. • ®•OaO•O«O.O TILLIT TESTING & ENGINEERING COMPANY 8366 5.8. 38th. 6L, Ste. 306, FNMA CARDERS. FLORIDA 33186 Phone : (303)871 -1330. Fax : (306)871 -1531. e-mot Ittee,Mol oan ER- 0008719 WALTER A 1QUT Jr. P. E 18.018DA 1.10. # 44187 0R ®0RO0R t- OoR©ORGOR3 VIEW ¥ PLAN DETAIL X END NSTALLATION HV BLADE OR t HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. FLORIDA BUILDING CODE (High Velocity Hurricane Zone' 0R®OR OOR OR®OROORO METAL TECH, INC. (ASSA $ 26) 7838 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 0 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HVI HV2 ACCORDION SHUTTER d6RIHAHV 1M AecordtonShotterE6stem KY. DIADE #1 WI OR W/0 KY WINDOW BLADE & H.Y. Q1ADE 12 REV. No DESCRIPTION DATE Oro.. 1m F.P./A.G. T OLD 07 -213 01/20/12 DATE: 01/20/12 2 4 DRAWING No 12 -019 SHEET 11 OF 28 • SCHEDULE #1 MAXIMUM FOR 4,112:.,: ITV LOCK NO LOCKI a W/ ONE ® SHUTTER INSTALLATIONS 1k ta SPAN*'L +° OR "L -" (ft.) W/ ILA„ m1::_,r, & ®®or 4, or i W/ ONE r R or HD LOCK S W/ 05 OR CENTERMATES rj • & ® W/ TWO LOCKING RODS •(SEE NOTE t) or ROD HV LOCK TOP & BOTTOM MIAMI CESMN LLOAD (D+L) (+ CR -) CONCRETE & WOOD INSTAUAIIONS • WALL. MOUNTING FLOORICEILNG M G L + (E) L - (9) L + (9) L - (II) 30 13' -2° 16' -0° 13' -2" 16' -0" 38 12'-8° 14' -10° 12' -8° 14' -10° 40 12' -3° 13' -10" 12' -3° 13' -10° 48 11' -11" 13' -1° 11' -11° 13' -1° 50 11' -7° 12' -5" 11' -7° 12' -5° 55 11' -4° 11' -10° 11' -4° ti' -I0° 60 11' -1° 11 -4° X11° -4° 85 8' -9' 8' -9' 90 8' -6' 70 10' -6° 10 -6° 10' -2° 10' -6° 75 10' -1° 10' -1° 9' -10° 10' -1° 80 9' -10° 9' -9° 9' -7° 8' -10° 85 9' -6' 9' -6° 9' -3° 9' -6' 90 9' -3° 9' -3" 9'-0' 9' -3° 95 9' -0° 8' -9° 8' -8° 9' -O' 100 8' -9' 8'-4' - 8' -6' 8' -9" 105 8' -7° 7'-11° 8' -4° 8'-4` 110 8' -4" 7' -7° 8' -2' 7' -11° 115 8' -2" 7' -3' 8'-O' r -7' 120 8'-0° 6' -11' 7' -10° 7-4' 125 7' -10° 8' -8' r -8" r-0" 130 7' -8° 6' -S° r -6' 6'-9° 135 r -r 8' -2" 7-4' 6' -6" 140 r -5' 5' -11° 7-3" 6' -3" 145 7' -3° 5' -9° 7-1° 6'-0" 150 7-2" 5' -7° 7*-0° 5' -10° 155 7'-0' 5' -S' - 6' -10° 5'-8' 160 6' -11° 5' -2° 6' -G" 5' -6° 165 6' -lO'. 5' -1° 6' -8" 5' -4' 170 6' -9' 4•'-11" 8' -7' 5' -2° 175 8' -7" 4' -9" 6' -5" 5' -0° 180 6' -8° 4' -8° 8' -4° 4' -10" 185 6' -5' 4' -8' 6' -3° 4'-9° 190 6' -4" 4' -8° 6' -2° 4' -7' 195 8' -3" 4' -3' 6' -1° 4' -6' 200 6' -2° 4' -2" 6'-0' 4' -5° 205 6' -O° 4' -1° 6'-O" 4' -3° SCHEDULE #2 MAXIMUM "L +" OR INSTALLATIONS CEnRMATES. SHUTTER SPAN* 'L -" (ft.) FOR _ W/ • °,10 . 41) & ' LOCK OR 1 W/ NO OCKING +(SEE NOTE t) ONE HV OR iti RODS II CONCRETE & WOOD CONCRETE & WOOD INSTALLATIONS A INSTALLATIONS • MAMA A&D. DLBION WALL NOLMTING9 1+ Olt -)) FlAOR /CEUN memos L + (1t) L + (it) I- (9) 30 12' -3° 14'-9° 35 11' -9' 13' -8° 40 11'-4° 12' -9' 45 11' -1° 12'--0' 50 10' --9" 11' -S' 55 10'-6° I0' -11' 60 ... 10•_3" 10' -8' 65 10' -0` 10' -0' 70 9' -8' a' -6' 75. g•-4` 9 -4" 80 9'-0' 9'-0' 85 8' -9' 8' -9' 90 8' -6' 8' -6° 95 B' -3° • 8' -3' 100 8' -I' 8' -1' 105 7' -11° 7' -11° 110 - 7' -8° 7' -• 115 7' -8" 7-3° 120 7-4° 6' -11" 125 7-3° 6' -6° 130 7' -1" 6' -S° 135 6' -11" 6' -2° 140 6' -10" 5' -t1" 145 6• -8° 5' -9° 150 6' -7" 5' -r. 155 6• -8' 5' -5' 160 8' -8' 5' -2° 165 6' -3' 5' -l' 170 - 8' -2° 4:-11° 175 8' -1' 4' -9" 180 6'-0° 4' -8" 185 5' -11" 4' -6" 190 5' -10° 4' -5' 195 6' -5° 200 200 5' -g" 4' -2° 205 5'- 8 " °...••.g_':1" Approved as complying shit t s n, 2 /2. NOM Miami " IMod85 n9 MIAMI -DADE COUNTY A. TI 44% `1tP •N * 13 V } Q' � � 1�$ `- Lys /ONAt * 44134 P.E. SEAL /SIGNATURE /DATE SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L +° OR "L -" (ft.) INSTALLATIONS W PM ETRICAL 2,1 -MATES & W/ TWO HV il1 OR i OR LOCKS OR 'O LOCKING RODS ® TOP /BOTTOM W/ ONE HV LOCK ® OR Ia OR al• (SEE NOTE t) SHTTER SPAN CONCRETE & WOOD INSTALLATION W/ INSTALLATIONS A MAXIMUM 3 5/16 • LOAD (rye t.) FLOOR/CEILING MOUNTING (+ OR -) L + (1t) 1 - (e) 30 13' -1° - 18'-0" 35 12' -7° 15' -7° 40 12, -2° 15' -2° 45 11' -9° 14' -3° 50 11' -6 " 13' -7° 55 11' -3' 12' -11' 60 11'-0° 12' -4" 85 10' -9° 11' -11" 70 10' -7" 11' -5° 75 10' -4" 11' -1" 80 10' -O° 10' -9" 85 8'-8• 10' -5° 90 9' -5° 10' -1" 95 9' -2° 9' -10" 100 - 9'-0° 9' -7° 106 8' -9' e' -4" 110 8' -r 9' -2° 115 8-4° 8' -11° 120 8' -2° 8' -8° 125 8' -0° 8' -8" 130 7' -t0" 8' -1' 135 7-9" r -9' 140 7' -7' 7' -8° 145 7'-5° 7' -3° 150 7'-4" 7' -0" 155 r -2° 6' -9° 160 ' 7'-1 ° 6' -7° 165 r -0" 6' -4" 170 8' -1 t' . 6' -2° 175 6' -9" 8' -0° 180 6' -6° 8-10" 185 6' -7° 5' -6° 190 6' -8° 5' -B° 195 r 6'-5" 6' -5° 200 6'-4° 5' -3° 205 6' -3° 5' -1° * NOTE3: (1) 1 +: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD. L -: MAX. ALLOWABLE SPAN FOR A ONEN NEGATIVE A.S.D. DESIGN LOAD. (2) PROCEDURE WALL MOUNTINNGSTOR FLOOR/CEILING: DETERMINE MAXIMUM SPAN FOR MEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L +° FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN LOAD. DETERMINE MAXIMUM SPAN "L.-° FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN W EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN °L+° AND °L- °. (3) PROCEDURE COMBINATIONS IN BETWEEN WALL 38/ FLOOR/CEILING MOUNTING'S: FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD: DETERMINE: L1 +. MAX SPAN FOR WALL MOUNTING INSTALLATIONS. L2 ++a MAX SPAN FOR FLOOR /CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD: DETERMINE Lt -= MAX SPAN FOR WALL MOUNTING INSTALLATIONS. L2-m MAX SPAN FOR FLOOR /CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "11+ °, °12+ ". °L1 -" AND 1L2-° (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. A MAXIMUM SHUTTER SPAN "L +° OR °L -° FOR INSTALLATIONS INTO WOOD SHALL BE UNITED TO 105 pd. A.S.D. DESIGN LOAD. t H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5. • SEPARATION TO GLASS, REOUIREMENIS (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0° ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUIttNa INSTALLED ABOVE 30' -0° ELEVATION OF BUILDING. MEASURED AT BOTTOM 0 SHUTTER IS 3 °. MINIMUM SEPARATION TO GLASS SCHEDULE; SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS "^... SHTTER SPAN INSTALLATION W/ CENTERMATES INSTALLATION W/ CENTERMATES 108" OR LESS 3 5/16 • 4" >105° TO MAX. ALLOWED 3 7 /8 "& 4" // (y�+Q� �+Q� USE INDICATED VALUES FOR HIT CERTERMATES. - MINIMUM SEPARATION TO GLASS SCHEDUI,EL SHUTTER W/ ONE LOCK & TWO LOCKING RODS OR WITH ONLY TWO LOOK8 SHUTTER SPAN INSTALLATION W/ .; M6TBLCAL CENTERMATES INSTALLATION W/ OPPOSING CENTERMATES ' 305" OR LESS 2 3/4" "+ 3 3/16° ALLOWED MAX' 3 1/4" et 3 1/4° . ** USE 2 15/16" FOR HV °T° LOCK ® W/ •** USE 4 1/8° FOR HV °T' 100 K �0} W/ USE INDICATED VALUES FOR HV TES. INSTALLATION LEGEND "^... CONCRETE & MANSORY WOOD WAIL MOUNTING A, B, C, 0, E, F, K & L. M. N. 0, P. 0, R, S & V. FLOOR /CEIUNG MOUNTING G. H, 1 & J. T, U, W & X. HV BLADE ONLY I1. E C O INC. \ TUX TESTING & ENGINEERING COMPANY 6353 N.W. Seth St, Sts. 500 VIRGINIA CAROMS, FLORIDA 3316r Phone : (305)871 -3530 . Fox : (305)871 -1534 e -mail: 41teooe ael.00m Eg- 0005719 WALTER A T11AR Jr. P. e FLORIDA Lk. # 44187 FLORIDA BUILDING CODE (High Velocity Hurricane Zone; METAL TECH, INC. (ASSA # 25) 7835 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 C9 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HVI HV2 ACCORDION SHUTTER INERTHA NV o, Amord_on Mutter System H.V. BUDS 11 8/ OR W/0 RN WINDOW BLADE & H.V. BIADE $i REYI. Ni OE90RIP11ON DATE Dram bX F.P. /AG. OLD 07 -213 01/20/12 2 4 DATE 01/20/12 DRAWING No 12 -019 SHEET 12 OF 28 MAXIMUM ANCHOR* SPACING (In.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D, DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE_ELOCK INSTALLATIONS :i.- c, y„ , „.k.,,,, , ONE MOUNTINGS A B. O. D AND F ON SHEET B) ... �, sPAN (11) POURED CONCRETE POURED CONCRETE/CONCRETE BLOCK TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY `1 OM- HFADx- MOUNTING W v] WALL 1 x- ® W/ i[ MOUNTING WALL HEADER MOUNTING (1)V LL Slit OUNTINO W if VITALI. SILL OUNTINC W 1 0 &®WALL HEADER /SILL MOUNTING 30 40 x' 60 NEOATNEL�D cj)1) 30 40 ■ ?;3.,a w,1iTi- 601' 5 4W.=f^JIMMu > V. .x.,anyil 6W41)rti?G79b `filaim...fn'?BO1.( "ilZs?TIT Fu�iZ174_?7is*1.3E? ?�'#75W Am ALL POINTS SOLID -SET .' 8 90 120 160 205 90 130 180 205 30 40 r80 78 90 120 180 208 30 40 80 78 80 120 180 203 30 40 .80 '5 90 120 180 208 30 40 80 8 90 120 160 208 BLUE TAP 14 12 . 9 8 8 8 14 12 TO 9 8 8 6 6 14 13 • 9 8 8 8 6 14 12 0 8 8 § - 14 12 . 9 8 $ 8 8.8 8 8 8 8 8 7 Bb TAPPER+ 14 12 10 0 8 8 8 8 14 12 10 9 8 1 8 8 8 14 12 10 8 8 8 6 6 8 8 14 1 4 12 1 2 10 1 0 9 9 8 8 8 8 6 8 8 3 14 14 12 12 10 10 9 5 8 8' 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 5 8 8 8 8 5.5 1 4 1 2 1 0 9 8 8 8 8 1 4 1 2 1 0 9 8 8 8 8 1 4 1 2 1 0 9 8 8 14 12 10 8 8 8 8 8 14 12 10 9 8 8 8 8 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 ■ 14 12 10 9 8 8 8 8 8 8 8 8 8 8 8 7 •1412109 B 8 8 4 14 12 10 9 8 8 8 8 14 12 10 9 8 8 8 8 14 12 10 8 8 7 -- 14 12 10 9 8 7 5.5 - 8 8 8 8 8 7 88 4 14 12 10 9 1 4 1 2 1 0 8 8 8 6 1 4 1 2 1 0 8 8 8 1 4 1 2 1 0 8 8 8 8 8 8 8 8 ! 4 12 10 9 8 8 4 4 - 14 12 10 9 8 8 8 4 14 12 10 9 8 8 6 8 14 12 10 9 8 8 - - 14 12 10 6 8 8 8 - 8 8 8 8 8 8 8.8 5 14 12 10 0 8 8 8 4 14 12 10 9 8 8 8 8 14 12 10 8 8 8 6 8 14 12 10 9 8 8 -- 14 12410 8 8 8 a - 8 8 8 8 8 8 7 5.5 14 12 10 9 8 8 4.5 - 14 12 10 8 8 8 8 3.5 14 12 10 9 a 8 6 6 44 12 10 9 78 - - - 14 12 10 6 7.5 8.8 - - 8 8 8 8 74 8.8 4 3 * SEE ANCHOR SPECIFICATIONS ON SHEET 14 14 12 10 8 8 8 4.5 - 14 12 10 9 8 8 8 38 14 12 10 9 8 8 6 8 14 12 10 9 8 7 - - 14 12 10 8 8 8 6 - 8 8 8 8 8 8 8 8 V14 12 10 9 8 5.5 - - 14 12 10 9 8 8 4.6 - 14 12 10 9 8 8 6 8 14 12 10 9 8 3 -- 4 12 10 9 8 7 - - 8 8 8 8 8 7 5 4 14 12 10 .9 8 8 4 - 14 12 10 9 8 8 8 3.5 14 12 10 9 8 8 6 8 14 12 10 9 8 - - - 4 12 10 9 8 7.5 - - 8 - 8 8 8 8 74 6.5 4 14 12. 1JJ 9 8 5.5 3 - 14 12 10 9 8 8 4.5 - 14 12 10 9 8 8 8 8 14 12 8.5 7.5 4 - - - 14 12 9.5. 7.5 8.5 3.5 - - 8 8 8 7.8 6.5 4.5 3.6 - 14 12 10 8 8 8.5 -- 14 12 10 9 9 8 4.5 - 14 12 10 9 8 8 8 8 14 2 10 0 8 4 -- 4 12 10 9 8 8 4 - 8 8 8 8 8 8 8 7.5 14 12 10 9 6 3 - - 14 12 10 9 8 8 - - 14 15 10 9 8 8 89 3.5 14 2 10 9 48 - - - 4 12 10 9 7.8 4 ■ - 8 8 8 8 7.5 6.5 4 3 14 12 10 9 8 5 - - 14 12 10 9 8 8 4 - 14 -12 10 9 8 8 8 8.8 14 2 10 6 8 - - - 14 12 10 9 8 4 . 8 - - 8 8 8 8 8 8 48 - 14 12 10 9 8 4 - - 14 12 10 9 8 64 3 - 14 12 10 9 8 8 8 - 14 12 8 4.8 - - - - 14 12 8 8.8 5.5 - - - 8 8 8 8.8 5.55 4 3 - 14 12 10 9 8 4 - - 14 12 10 8.5 3 - 14 12 10 9 8 6 - 14 12 10 9 8 - - - 14 12 10 9 8 7 - - 8 8 8 8 8 8 7.8 8 14 12 10 9 4.5 - - - 14 12 10 4 - - 14 92 10 9 7 4 - 14 2 10 5.5 - - - - 4 12 10 8 6.5 ■ - - 8 8 8 8.8 5 3.5 - 14 12 10 9 7.5 3.78 - - 14 12 10 8 - - 14 12 10 9 8 - 6 - 14 2 10 9 - - - - 4 12 10 8.5 7 - - - 8 8 8 7 8 4 - 8'-0° 14 12 10 9 04 3 - - 14 12 10 44 - - 14 12 10 9 8 - - 14 11 7 ■ - - - - 4 11 7 61 3.5 - - - 8 7 8.5 44 3.$ - - 14 12 10 9 5.5 - 14 12 10 44 - 14 12 10 9 8 - - 14 12 10 7 4 _ _ 4 12 10 9 9 3 _ _ 8 8 8 8 74 7 4 • SEE LIMITATIONS of USE FOR BLADE 1A ON SHEET 28 14 12 10 5.5 3 _ _ - 14 12 10 _ - 14 12 10 8 84 - - 14 12 8.5 3 - 4 12 9.8 7 4 - 8 8 7 58 4 3 - 14 12 90 9 5 - - - 14 12 10 9 8 4 - - 14 12 10 9 8 8 - - 14 12 94 - - - - - 14 12 94 7.5 48 - - - 8 8 7,5 8 4.5 - - 9'-0° 14 12 10 88 4.8 - - - 14 12 10 9 74 - - - 14 12 10 9 8 - - - 13 9.8 4 - - - - - 13 94 68 5 - - - - 8 .8.8 5 4 3 - - {� HV BLADE OR HV BLADE 14 12 10 8.5 4 _ ■ - 14 12 10 8 78 - - - 14 12 10 9 8 - - - 14 12 10 5 - _ - - 14 12 10 0 5.5 8 8 8 8 8 8.8 6 3 14 12 8.5 4 - - 14 12 10 9 44 - - 14 12 10 9 7.5 - - 14 11.5 48 ■ - 14 11.5 7.5 8 - - - - 8 8 78 8 5 4 14 12 10 8 4 - - - 14 12 10 9 7 - - - 14 12 10 9 8 - - - 14 12 5. - - - - - 14 12 8 6.5 - - - - 8 8 8 84 88 4 - - 10• -0° 14 12 08 5 34 - - - 14 12 10 0 8.8 - - - 14 12 10 9 8 - - - 118 8.8 - - -. - - - 118 8.5 88 - - - - - 8 8 88 4.5 38 - - - 14 12 98 5 3.8 - - 14 12 10 0 38 - - - 14 12 10 9 8 - - - 14 12 7 - - - _ - 14 12 10 78 8 8 8 8 8 8 '7.8 4.8 14 12 84 3 _ - 14 2 10 6 3 - ■ 14 12 10 9 6 - 14 108 3 - 14 10.5 7 34 - - - - 8 8 7 8.5 44 3.8 - 14 12 8 44 3 - - - 14 2 10 9 5 - - - 14 12 10. 8 8 - - - 14 11 - - - - - - 14 11 78 - - - - - 8 8 7.5 8 8 - - ■ 11' -O" 14 12 7 - - - - - 14 2 10 14 12 10 104 8 - - - - - - 108 8 5 - - - - - 8 8 5 4 3.5 - - - 14 12 7 - - - - - 14 12 10 - - - - - 14 f2 10 - - _ - - 14 12 5 - 14 12 10 ■ 8 8 8 8 8 7 38 _ 14 12 4 - - - - - 14 12 10 14 12 10 - - - - 128 9.6 - - - - - - 12.5 8.5 6 - - - - - 8 8 8 5 4 3 14 12 88 - - - - - 14 12 10 14 12 10 138 10 - - - - - - 14 10 7 - - - - - 8 8 7 88 48 - - - 12' 0" 14 12 58 - - - - - 14 12 10 - - - - ■ 14 12 10 94 7 - - - - - - 94 7 3.5 - - - - - 8 7 48 3.8 3 - - - 14 12 8.5 - - - 14 12 10 '14 12 10 - - - - -. 14 12 4 - - - - - 14 12 10 8 8 8 5 8 8 3 - 14 12 3 - - _ _ - 14 12 8 14 12 10 11.5 8.5 - 118 8.5 4 - - ■ - ■ 8 8 54 4.5 4 - - - 14 12 8 ^ - - - - 14 12 10 - - - - - 14 12 10 - - - - - 128 98 - 134 98 48 - - - - - 8 8 8 5 4 - - 13' 0" 14 12 - - - - - - 14 12 - 14 12 9 44 - 9 84 - - - - - 8 84 48 38 3 - - - 14 12 14 2 14 12 14 12 to 12 - 8 b 9 9 b 44 W/ 4 HV WINDOW BLADE. ta 10 14 3 •-• - - - - - 14 12 104 05 194 e - - - - - a s 5 434 .- - - 14 12 14 12 - 14 12 114 a 114 8.5 ■ ■ - ■ - - a 8 54 4,5 ■ ■ - - WORKING IN UNISON♦ 14' 4° 1412 - - - -- -1412- 1412 83 ee- -_ -_ -_ 5543 - - -- 14 12 14 12 - 14 12 14 9 14 12 _- _- _ 8 8 8 8 74 4 FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone; 14 7 14 12 - 14 12 - - - - - - 10 4 10 7.5 - - - - - - 8 78 5 4 3 14 114 4 2 - 14 13 10.84. 10.5 8 - - - - - - 8 8 8 4 - - - - 15' -0° 14 - - - - - - - 14 - - 14 78 78 - - 74' 88 38 3 - - - - 14 14 - 14 14 14 - - - - - _ 8 8 8 7 7 3.5 _ 14 14 - - 14 9 9 - a 7 44 38 3 - 14 14 - - 14 10 10 - - 8 7.5 8 4 - - - - 18' 0° 14 14 - - 14 - - - - - - - 7 - 7 - - 7 5.5 34 14 14 - 14 14 14 _ _ 8 8 8 74 8 3 14 14 - - 14 5 8 8 64 4 3.5 - - - 14 14 - - 14 9.5 94 - - 8 7 48 Approved891xn1 „gi8gwi1bd18 Mer1ciaB, . , .,,. N `°' °.3 00/Am,..,,� 1111''4tA. T! ' 0, a� '........ r ' �,,.._ .: 1 � " + ,' %,/1,..1.-- * • / * METAL TECH INC. (ASSA # 26) 7835 WEST 2 COURT HIALEAH. FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 ®2012 EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT HV1 Hi/2 ACCORDION SHUTTER /TIL EC O INC. HERTMAHY.Amor:609 System. H.V. WADE iI w/ OR WO HY WINDOW BLASE & H.v: -BUwE rt ,,,,,,,,,, ,,,,,, ,, , aY TITESTING b1. ENGINEERING es COMPANY 1� none : (3W�71 130 .Fa : (3305)871 -1531 WALTER 9 P. E FLORIDA uo 44167 REV. No OESCf9PT10N °ATE Drawn bye F.P. /AO. ■ 1 OLD 07 -213 01/20/12 DATE: 01/2(3/12 DRAWING No 12 -019 s._ .A2 • STATE OF ;14c i9�%' •!20RIOQt•O ��f111� P.E: I�EVA ODATE MIAMI -DADE COUNTY 4 3 OF 28 e L)M ANCHOR* SPACING In.) SCHEUUI E FOR A GIVEN MAX. SHUTTER SPAN A.S.D. l21 t OA' LOrL11 AND A CO! R SID MOUNTNO TIPS IT)$ CONCRE[E 1 CONCRETE SL�K I (SEE MOUNDNGS E. G, &HON SHEETS 8 & t 8DM (t POURED 00NORCE/CONORETE BLOCK POURED CONCRETE 0H WALL SILL MOUNTING ® CEILING MOUNTING {H FLOOR MOUNTING 30 ' 40 BLUE TAP W/ CAP 5 `,. 90 120 ( 180 l 205 30 40 131, ri ppSPACING �-E CDNLTiETE BWCt & MN. ER °3" Lin 41 CCNCf&TE B.OIX ME ER o2 1/2° Ci)`ILITTIF POD 'rl, CONCRETE & f8L ED.o3° K �r1'eaT CONCRETE BOCK HIN. ED. °21/2° 3' . 1.0 i • 90 120 160 205 30 40 0.81 -•. 90 120 160 205 3' -0° OR LESS 1 12 '- 9 8 8 8• -• 14 12 -• - 8 8 + 6 4 - - 9 8 8 8 9 14 12 10 9 8 8 8 5 14 12 10 9 8 8 8 6 14 12 10 5 5 8 8 8 14 12 10 9 8 8 8 8 14 12 10 9 8 8 8 8 14 12 10 9 8 8 6 8 14 12 10 9 8 8 :5 7 14 12 10 9 8 5 8 6 14 12 10 6 5 8 8 6 4, 0° 14 12 10 8 8 7 58 3.5 14 12 10 9 8 8 8 8 14 12 10 9 8 8 8 8 4 12 10 9 8 8 8 8 14 12 10 9 8 8 8 5 14 12 10 9 a, 8 6 5.5 4 12 10 8 8 8 8 4 14 12 10 9 8 8 8 48 14 12 10 9 8 8 4 38 14 12 10 5 8 8 8 4.8 14 12 10 a 8 8 8 58 14 12 10 9 8 8 8 4.5 5, 0° 14 12 10 9 7.8 56 36 - 14 12 10 0 8 8 6 5 14 12 10 9 8 7 86 4 4 12 10 9 8 8 9 8 14 12 10 5 5 5 6 86 14 12 10 9 8 8 8 4.5 4 12 10 8 5 7 4 - 14 12 10 5 5 0.5 8 35 14 12 10 8 88 8 3.5 3 14 12 10 9 8 76 4.5 - 14 12 10 9 8 8 6 4.8 14 12 10 9 8 8 4.8 3.75 <3',:-. 07, 14 12 5.8 7.8 8.8 48 - - 14 12 10 8 8 7.5 58 4 14 12 10 0 8 a 48 3.5 14 12 10 9 8 8 8 - 14 12 10 9 8 8 9 5 14 12 10 9 8 8.5 8 36 14 12 10 9 7.5 8.5 3 - 14 12 10 88 7 5.5 4 3 14 12 8 8.5 5.5 4 3 - 14 12 10 9 8 8 - - 14 12 10 9 8 8.8 5 3.75 94 12 10 8.5 8 5 4 - 14 12 8 88 55 3 - - 14 12 10 9 8 86 4$ 36 14 12 10 8 7 8 3.8 3 7 0° 14 12 10 5 8 B - - 14 12 10 9 8 7 $ 4 14 12 10 9 7.5 5.5 4 3 1b 12 10 8 66 4 - - 14 12 8 7.5 8 4 3 . 8 - 14 10.5 7 8 6 4 6 36 - - 14 12 10 8.5 7 4 - - 14 12 10 5 7 . 8 5.8 4 - 14 12 9 7 74 4 6 - - B. 0° 14 11 7 8.8 4 . 5 - - - 14 12 10 8 76 56 4 - 14 12 9 7 8 4 6 3 - 14 12 10 9 8 88 - - 14 12 10 9 8 6 4 - 14 12 10 8 86 5 36 - 14 12 88 7 5.5 3 - 14 12 8 8.5 5.5 4 3 - 126 5.8 8 5 4 3 - - 14 12 9.5 7.5 8 - - - 14 12 58 8 56 5 - - 14 12 8 8 54 4 - - 9, 0° 13 98 6.5 5 36 - - - 14 12 10 8 6.5 8 - - 14 12 8 8.$ 5 4 - - 14 12 10 9 8 - - - 14 12 10 8 76 4.8 - - 14 12 88 7 8.5 4 - - 14 11.5 7.8 8 4 - - - 14 11 7 58 8 3.5 - - 11 8 5.8 4.8 36 - - - 14 12 8 86 4.5 - - - 14 12 8.5 7 86 4 - - t4 106 7 8.5 5 44 - - 10' O° 116 9 . 5 5.5 4 - - - - 14 42 9 7 8 48 - - 14 11 7 5.5 48 36 - - 14 12 10 9 76 - - - 14 12 10 8 84 5 - - 14 12 8 8 5 4 - - 14 106 7 8 3.5 - - - 13 9.5 88 5 4 3 - - 10 7.5 6 4 3 - - - 14 11 74 56 - - - - 14 11.5 9 5 6 4 - - 126 58 6 5 4 4 - - T1• O° 10,895 - - - - - 14 12 5 8.5 86 4 - - 13 10 86 8 4 3 - - 14 12 10 14 12 9 7 6 44 - - 14 10.5 7 88 46 3.5 - - 928 9.5 5 12 9 8 4.8 4 3 - - 9 - 14 10 7 14 106 7 5.6 48 - - - 118 8.5 5.5 44 3.75 - - - 12•-4" 13.8 7 48 - - - - - 14 116 7.5 8 8 - - - 12 9 8 4.3 4 - - - 14 12 10 - 14 12 8 88 8.5 - - - 13 10 84 8 4 - - - 116 86 4.5 11 8 54 4 3.6 - - - 8 6 4 3 - - - - 136 8.5 8 13 56 86 5 4 - - - 106 8 8 4 - - - 13' -0" IT 88 14 108 7 5.5 48 - - - 11 84 5.5 4.5 38 - - - 14 12 14 11.5 7.5 6 8 - - - 12 9 0 4.5 4 - - - 106 8 10 76 8 4 3 - - - 7.5 84 4 3 - - - - 1288.5 12 8 6 4.5 4 - - 14' 0° 8 5 13 96 58 $ - - - - 10.5 7.5 8 4 - - - - 14 12 14 10.5 7 5 . 5 - - - - 1 1 88 88 44 - - - - 10 78 5 7 4 . 5 3.5 -- - .- - 7 8 38 3 - -. - - 116 8 11 8 68 46 - - - - 8 8.5 4.5 - - - - - 15• 0" 7.5 - - 18 4 - - 10 - 10.585 -1 e:_oo 14 - 12.8 56 8 - - - -- - 10 7.8 5 - - - - - $ - 8 6 4 - - - - -• 6 46 3 - - - - 96 • r.1■ , *SPECIFICATIONS ON ANCHOR REC IREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS 10 SUBSTRATE SHALL BE AS FOLLOWS; (A) TO EXISTING POURED CONCRETE; (Mtn. fo = 3 tml) - 1/4 °0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOOY ANCHORS, AS MANUFACTURED BY I.T.W. BUB.DEX. Mtn. fo m 3 MO - I/4 °4 x 3/4° AU. POINTS SOLID-SET ANCHORS, AS DISTRIBUTED BY ALL PODJWS SCREW. BOLT & SPECIALTY COMPANY. (Min. fa m 3 Ite - 1/4 "0 BLUE TAP CONCRETE ANCHORS W/ GNP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, MC. (Min. fo - 2 ksO 1/4 °0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Mln.fa =3ka1) A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4 °, AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2 °. A.2) MINIMUM EMSEDMENT OF 1/4.0 x 3/4° ALL POINTS SO0D -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 °0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE COSTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REICH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES AS & A.2) ABOVE. FOR INSTALLATIONS ON W MT. SIDING OR FIFE WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSELLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. ®' TAP.. OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ • SEE UMEAiIONS OF 855 FOR MADE (191 ON SHEET 28 !1 ■ ! 8 Z. 0 IN ! _ ! 1 •ice_ IN UNISON • (B) TO EXL5RN0 CONCRETE BLOCK: (ASTM C -S0) - 1/4 °0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BULLDOG - 1/4 °0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4 °0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 60 °MPANY OR ANY OTHER APPROVED 00514550 OR AUTHORIZED VENDOR REGISTERED W TIDE AMERICAN SYSTEMS ASSOCIATION, INC. NOTES: 6.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS 15 1 1/4° AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. B.2) MINIMUM EMBEDMENT OF 1/4 "0 x 3/4° ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLACK. NO EMBEDMENT. INTO STUCCO SHALL BE PERMRTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHAD. BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. - 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE COSTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & 6.2) ABOVE. FOR INSTAU.ATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EtFS W METAL STUDS SEE. SHEET 28A. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHOR& LESS THAN THE INDICATED, REDUCE ANCHOR SPACING FOR EACH ANCHOR TYPE. mamma ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL. NOT BE LESS THAN MINIMUM SPACING INDICATED ACTUAL EDOE DISTANCE E.D. FACTOR TAPCON TAPCON RM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER 4- 8118. SPACING MIN. 3° ME. SPACING - 3° MIIN..p89781CINpGN - 33 1/2' MIN. SPACING - 3° 3 3/4° 4• ppSPACING �-E CDNLTiETE BWCt & MN. ER °3" P01liD COACJATE LBN. ER °3 1/2" CCNCf&TE B.OIX ME ER o2 1/2° CONCRETE BLOCK& - 99. 90. °3 112" POD 'rl, CONCRETE & f8L ED.o3° K POEM E SL ED°3 1/2' CONCRETE BOCK HIN. ED. °21/2° 3' . 1.0 0.80 1.0 0.78 1.0 0.84 1.0 2 1/2' - 0.81 1.0 - 0.87 1.0 2' - 0.71 - - - 0.51 - 1 3/4° eq aeuxiwts aso - - - 0.43 - 1 1%2' 0.35 - - - - 0.35 - FLORIDA BUILDING CODE (High Velocity Hurricane Zone Approved as comPI7M8 H8 OW OA8 HMI N., r, 01 Tay MIAMI-DADE COUNTY IL ECQINC. TILLIT TESTING & ENGINEERING COMPANY 9355 N.W. 3615. St., Ste. 308, 055058 9AISIEN% FLORIDA 33185 Phone : (305)871 -1530 . Fox : (305)871 -1531 8-mo6: tlteoo5eoLeom EB- 0005719 WALTER A TOUT dr. P. E 971O15DA Uo. # 44167 METAL TECH, INC. (ASSA # 26) 7635 WEST 2 COURT HIALEAH, FL. 33014 PH (305) 823 -2323 FAX (305) 826 -7979 ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV 91 Aceord:tan Shutter system H.V. BLADE NI W/ OR W/0 H.V WINDOW-MADE & H.V. BLADE III REV. No CEBCR M= DATE Drown E1• F.P. A.G. OLD 07 -213 01/20/1 DATE: Ot/20/12 4 DRAWING No 12 -019 14 56 SHEET 28 MAXIMUM ANCHOR* SPACING (In.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A$ p. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING 'TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS, (SEE MOUNTINGS L J, K A L ON SHEET 7) MAXIMUM ( POURED CONCRETE POURED OONOREIE /OONCREIE BLOCK OMMLK OVER MOUNTING ®RAINGUARD MOUNTING ®WALL /FLOOR MOUNTING ®WALL/WALK OVER MOUNTING AS.D. DESIGN NEGATIVE LOAD (pot) a, A.S.0. • 1 NEGATIVE LORD (psi) A.S.O. t=',.<, ' NEOAINE LOAD (pet) AAA. DES. �I_ NEGATIVE WAD (psi) 30 75 SO 120 180 208 30 40 078 DO 120 180 205 30 40 80 :• 5 DO 120 180 205 30 40 80 90 120 180 208 3' -0' OR LESS 14 12 • 9 8 8 8 8 12 12 - 12 12 11.8 8.5 83 7 7 7 7 7 7 he 8 8' -' 5 8 5 8 14 t2 10 9 8 8 8 8 12 12 12 12 12 12 8.5 7 7 7 7 7 7 7 7 7 5 5 5 8 8 5 5 5 14 12 10 9 8 8 5 9 12 12 12 15 10.8 8 8 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 8 5 6 5 14 12 10 12 12 12 12 12 10 79 8 7 7 7 7 7 7 7 7 5 8 8 5 5 8 8 5 i"'�14 4, 0s 12 'TO 12 12 12 1211.58.58,5 8 7 7 7 7 7 7 59 4 5 5 8 5 8 5 5 4 14 12 10 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 8 8 5 8 8 5 6 14 12 10 12 12 12 93 8 8 49, 33 7 7 7 7 7 7 89 6 8 5 8 6 8 8 8 5 14 12 10 12 12 12 12 10 7.8 83 4 7 7 7 7 7 7 7 5.5 8 5 5 8 5 8 5 8 5,--0° 14 12 10 12 12 12 11 9 7 6 4 7 7 7 7 7 8.5 4 3 6 6 5 5 5 5 4 3 4 14 10 12 12 12 12 10 74 5.8 4 7 7 7 7 7 7 7 7 5 5 5 8 5 5 5 5 4 12 10 8 8 8 8 8 2 12 9.5 73 8 4.5 3.8 - 7 7 7 7 7 7 8 3.5 5 5 8 5 8 5 8 4 14 12 10 8 8 8 8 8 12 12 12 93 8 8 4.5 - 7 7 7 7 7 7 63 4 5 5 8 5 8 5 8 4 14 12 10 9 8 8 8 8 12 12 1.5 9 7,5 59 4 3 7 7 7 7 7 4.5 3.5 - 8 5 8 6 5 4.5 3.5 - 8, -0. , 14 12 10 9 8 8 8 6 12 12 12 70 8 8 43 3.5 7 7 7 7 7 7 7 7 5 6 5 5 5 5 5 5 4 12 t0 9 8 8 8 8 12 12 8 8 5 4 3 - 7 7 7 7 7 5.5 4 - 8 5 5 8 5 5 4 3 14 12 10 9 8 •8 8 8 12 12 10 8 8,8 5 3.76 - 7 7 7 7 7 8 43 - 8 8 8 5 43 - 14 12 10 8 8 8 8 8 12 12 10 8 8.5 8 3.5 - 7 7 7 8.8 83 4 - - 5 8 8 4 3 - 7,�. 14 12 10 9 8 8 8 9 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 8 8 5 8 5 6 5 4 12 10 9 8 9 8 8 12 10 83 8 49 3 - 7 7 7 7 83 8 3 - 8 5 5 5 3.5 3 14 12 10 8 8 8 6 8 12 12 8.8 7 59 4 - - 7 7 7 7 7 5 - - 8 8 5 5 4 - \...% 8,�. 14 12 10 9 8 8 8 - 12 12 8.5 7 8.5 4 3 - 7 7 7 53 4.6 3 - 5 5 4.5 39 - 14 12 10 6 - 12 12 0.5 7.5 8 43 3.5 - 7 7 7 7 7 7 7 4 8 8 5 6 6 8 14 12 10 8 - 12 9 84.543 - - 7 7 7 7 5.5 4 - 8 5 5 5 5 4 3 14 12 10 8 - 12 11 7.5 6 5 ,3:75 - - 7 7 7 74 8 4.5 - - 5 5 5 5 5 4.5 - - 9,_. 14 12 10 - - 12 11.5 73 .8 5 39 - - 778.564 - - - 8 8 5 5 4 3 - - 14 12 10 -- 12 12 8.5 89 8.8 4 3 - 7 7 7 7 7 7 5 3 8 8 5 8 5 8 5 8 14 12 10 - - 109 8 5 4 33 - - 7 7 7 5 5 33 - 8 5 6 9 5 4 3 14 12 10 - - 12 10 8.5 5 43 - - - 7 7 7 8.5 5.8 - - - 5 5 8 8 8 4 - - 10 0' 14 12 10 - - 12 109 7 59 4.5 33 - - 7 7 5.5 49 3.8 - - - 8 5 5 49 33 - - - 14 12 10 12 11 89 8 8 39 7 7 7 7 7 7 4.5 _ 5 5 5 8 5 6 5 4 3 14 12 10 _- - 9.5 7 4 . 5 33 3 - _- - 7 7 7 53 4.5 - 5 8 5 5 4 . 5 3 A - 14 12 10 - - 12 9 8 8 4 - - - 7 7 7 8 5 - - - 8 8 5 4.5 8 - - - 11' -0' 14 12 10 - - 12 99 8 8 4 3 - - 7 7 5 4 3 - - 5 5 5 4 3.5 - - - 14 12 10 - 12 10 75.84.53.5 - 7 7 7 7 7 7 33 _ 58 6 5 8 8 84 14 to 10 _ - 83' 8.5 4 33 3 - _ - 7 7 8 5 • 4 - 5 5 5 5 4 3 - 14 12 10 - - 11 8 6.5 4 - - - - 7 7 7 8.5 43 - - - 5 8 5 5 49 - - - 12. 0' 14 12 10 - - - 11.5 83 59 4.5 3.5 - - - 7 7 43 33 - - - - 8 5 4.5 39 3 - - - 14 12 10 - 12 93.83 8 4 3 - 7 7 7 7 7 8 3 - 6 5 5 8 8 6 43 33 14 12 id _- -' 8 8 4 3 - = - 7 7 53 49 3.5 - - 8 ' 5 5 43 4 3 - 14 12 10 - - - 10 73 5 4 - - - - 7 7 6 5 - - 6 5 5 5 4 - - - 13,-0° 14 12 10 - - 103 8 8 4 33 - - - 7 8.5 4.5 33 - - - - 6 5 43 33 3 - - - 14 12 10 11.5 83 8 43 3.8 3 - 7 7 7 7 7 49 _ - 8 8 8 5 8 8 4.6 39 14 12 10 - - - 7 53 3.5 3 = - 7 7 5 4 3 8 8 5 4 3 14 12 10 - - - 9 7 43 3.78 - - - - 7 7 8.8 4,5 - - - - 8 5 5 43 4 - - - 14, -0' 14 12 10 9 - - - - 10 7.5 5 4 3 - - - 7 8 4 3 - - - - 5 8 4 3 - - - - 14 12 10 9 - 109 5 59 4 3.8 - - 7 7 7 7 7 4 _ - 8 5 6 6 5 5 4 3 14 1a !0 8 _ _ _ - 89 5 3 -_ y 7 7 8 33 8 5 5 4 - 14 12 10 9 - - - - 83 63 4 7 7 8 4 - - - - 5 8 5 4 - - - - 15,-Y 14 12 10 9 7 4.5 33 3 - - - 75.534 - - - - 5 5 3.5 3 - - - - 12 10 10 73 6 4 3 -- - 7 7 7 7 7 39 -- 6 5 8 5 5 5 4 3 14 14 12 10 8 4.5 3 7 7 4 . 5 3 - - 5 5 4.6 3.8 - 14 12 10 8 5 4 7 7 5 - - - - - 5 8 8 4 - - - - 18 -0' 14 12 10 8.5 8.5 4 33 - - - - 7 5.5 3.S - 14 12 10 - 83 7 49 3.5 3 - _ - 7 7 7 7 6 3 _ - 5 5 5 5 6 43 33 - 14 12 10 - - - - - 8 4 . 5 3 - 7 83 4 5 6 4 . 3 3 - 14 12 10 - - - - - 7.5 8.5 .76 - - - - - 7 7 43 -. - - - - 5 6 43 - - - - - • MIAMI -DADE COUNTY ANCHORS SPACI LEGENQ T CON OR TAPCON WITH ADVANCED 1 THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 C1D HV BLADE ONLY FLORIDA BUILDING CODE (High Velocity Hurricane Zone; IL E C O tLNc. TILUT TESTING & ENGINEERING COMPANY 8338 NW. 38Th. SL, St.. 305, 296625 GR901045 FLORIDA 33184 Phone : (305)571 -1530 . Fox : (305)871 -1531 8-902: 5Rteco900134m E8- 0008719 WALTER A TILLIT Ir. P. 2. FLORIDA U0. # 44167 METAL TECH, INC. (ASSA. # 28) 7635 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER B$RTNA HV °' Accordion Shutter System H.V. BLADE 1 )(/ OR W/0 H.V WIDOW W BLADE & H.V. BLADE #.2 omen by: REV. No DESCRIPTION DATE OLD 07 -213 01/20/12 DATE: 01/20/12 4 DRAWING No 12 -019 SHEET 15 OF 28 h NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 5. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS - 1/4`0 TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY LT.W. BUHDEX W/ MIWMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF 1AG SCREWS AS PER N.D.S. 2005 SPECIFICATIONS 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ 00.85 (N.D.5) - DOUGLAS FIR W/ 0®0.50 (54.0.8.) - SPRUCE PINE FIR NORTH W/ 0-0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ 0-0.39 (44.D.S.) -MIN. 1/2" CDX PLYWOOD (1988 APA) 4. ANCHORS SHALT. BE INSTALLED FOLLOWING AU. OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER HV BLADE OR 0 HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON • SEE TIONS OF USE OF BLADE SHEET 28 Approvedascoloptyinimitheto mach Dale 2. NOA' •3 Miami Product MIAMI -DADE COUNTY tt ies; il1/4 R..TIL( /j t�tty�Q�.�CENS�c L •o STATE OF ** P.E. SERE ihJP /DATE / IL E C O INC. TILLIT TESTING & ENGINEERING COMPANY 6555 N,W. 3615. St., Ste. 305, 515058A GARDENS, FLORIDA 33186 Phone : (305)871 -1530 . Fox : (305)871 -1531 e -rno5: tnteoo®ao cam E9- 00087(9 WALTER A TRW Jr. P. E. PLCRIDA Ltc. >1 44187 FLORIDA BUILDING CODE (High Velocity Hurricane Zone; METAL TECH,: INC. (ASSA # 26) 7835 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 0 2012 EASTERN MEIN. SUPPLY, INC. MAXIMUM IMPACT HV1.HV2 ACCORDION SHUTTER BERTHA HY' AccordionShu5ter ,stsm El El V MAE i1 W/ OR W/0 H WINDOW BLADE & 11:N BLADE 12 REV. DESCRIPTION DATE Oman by 1 OLD 07 -213 01/20/12 DATE: 01/20/12 4 DRAWING No 12 -019 5 SHEET 16. OF 28 MAXIMUM ANCHOR' SPACING (in.) SCHEDULE FOR A GIVEN MAX. SPAN. _SHUTTER NEGATIVE A.S.D. DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) MAXIMUM SPAN (ft) U i=t T ..4.'.T E SOUTHERN PINE No. 2 W/ MIN. G =0.55, DOUGLAS FIR W/ MIN. 0 =0.50 SPRUCE PINE FIR NORTH W/ MIN. 0 =0.43 SPRUCE PINE FIR SOUTH W/ MIN. G =0.36 1/2" MIN. CDX PLYWOOD WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WAL1 MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, CEILING MOUNT T W& X WALL MOUNTINGS NEGATIVE AS.D. DESIGN LOAD (9401EGATIVE ASS. DESXiN LOAD (petjkl193/01VE ASS. DESIGN LOAD (psf,NEGAINE A.S.D. DM LOAD (psl NEGATIVE A.S.D. DESIGN LOAD (ps0IEOATNE ASS. DESIGN LOAD (pfOIEGATPoE AS.D. DESIGN LOAD (psf, 30 40 60 75 90 105 30. 40 80 75 90 105 30 40 BO 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 BO 75 90 105 30 40 60 75 90 105 3' -0° OR LESS 12 10 10 9 8 8 6 6 6 8 8 5 12 10 10 9 8 8 8 6 6 6 5 4 12 10 10 9 8 8 6 8 8 4.5 4 3 6 5 4 4 4 3 4' -O" 12 10 10 9 8 8 6 6 6 5 4.5 4 1210 10 9 8 8 6 6 5.54.53.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 8 5 4 4 4 3 5' -0" 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 8 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 8 5 4 4 4 3 6' -0" 12 10 10 9 8 6.5 8 8 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7' -0" 12 10 10 9 6.5 4 8 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 3 -- 5 4 2.5 2 - - 6 5 4 4 - - 8'-0" 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - - - 9'-0" 12 10 10 5 3.5 - 8 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - _ 6 5 3.5 - - - 10'-0" 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - - - 11' -0" 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - - 12' -0" 12104.5---4.532---12103---3.52.5-----1210----32----65---- 13'-O" 12 10 - - - - 43----1210---'-3.52..5----127----2.52----64---- 14'-O" 12 10 - - - - 4 3 - - - - 12 7 - - - - 3 2 - - - 12 5 - - - - 2.5 2 - - - - 8 3 - - - - 15' -0" 12 _ - - - 3.5 - - - - - 12 - - - 15' --0" 12 - - - - - 3 - - - - - 12 - - - - - 2.5 - - - - - 11 - - - - - 2 - - - - - 6 - - - - - h NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 5. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS - 1/4`0 TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY LT.W. BUHDEX W/ MIWMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF 1AG SCREWS AS PER N.D.S. 2005 SPECIFICATIONS 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ 00.85 (N.D.5) - DOUGLAS FIR W/ 0®0.50 (54.0.8.) - SPRUCE PINE FIR NORTH W/ 0-0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ 0-0.39 (44.D.S.) -MIN. 1/2" CDX PLYWOOD (1988 APA) 4. ANCHORS SHALT. BE INSTALLED FOLLOWING AU. OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER HV BLADE OR 0 HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON • SEE TIONS OF USE OF BLADE SHEET 28 Approvedascoloptyinimitheto mach Dale 2. NOA' •3 Miami Product MIAMI -DADE COUNTY tt ies; il1/4 R..TIL( /j t�tty�Q�.�CENS�c L •o STATE OF ** P.E. SERE ihJP /DATE / IL E C O INC. TILLIT TESTING & ENGINEERING COMPANY 6555 N,W. 3615. St., Ste. 305, 515058A GARDENS, FLORIDA 33186 Phone : (305)871 -1530 . Fox : (305)871 -1531 e -rno5: tnteoo®ao cam E9- 00087(9 WALTER A TRW Jr. P. E. PLCRIDA Ltc. >1 44187 FLORIDA BUILDING CODE (High Velocity Hurricane Zone; METAL TECH,: INC. (ASSA # 26) 7835 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 0 2012 EASTERN MEIN. SUPPLY, INC. MAXIMUM IMPACT HV1.HV2 ACCORDION SHUTTER BERTHA HY' AccordionShu5ter ,stsm El El V MAE i1 W/ OR W/0 H WINDOW BLADE & 11:N BLADE 12 REV. DESCRIPTION DATE Oman by 1 OLD 07 -213 01/20/12 DATE: 01/20/12 4 DRAWING No 12 -019 5 SHEET 16. OF 28 MAXIMUM ANCHOR+ SPACING {in.) SCHEDULE FOR A GIVEN MAX. SHUTTER. SPAN. NEGATIVE A.S.D. DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE, (SEE MOUNTINGS ON SHEET 19) MAXIMUM SPAN (ft) lJ B B T f AT >= SOUTHERN PINE No. 2 DOUGLAS GFI=R 0 MIN. G =0.50 SPRUCE PINE W /MINN. OGR=H 0 SPRUCE PINE W /FlMI NS. OG 0.36 B.O. WALL MOUNTINGS S & V B.O. WALL MOUNTINGS S & V B.O. WALL MOUNTINGS S &V. NEGATIVE AS.D. DESIGN LOAD COMBATIVE A.S.D. DESIGN LOAD (pet) NEGATIVE A.S.D. DE51091 LAD (paf: 30 40 80 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3' -0" OR LESS 12 12 12 12 '12 12 12 12 12 12 12 12 12 12 12 12 12 12 4' -0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'_0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 10 8' -0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 9.5 8 7' -0" 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 10 8 8 8' -0" 12 12 12 12 12 12 12 12 12 12 10.5 9 12 12 11 8.5 7 7 9'-O" 12 12 12 12 12 10.512 12 12 11 9 8 12 12 9.5 7.5 6.5 6 10' -0" 12 12 12 12 11.5 9.5 12 12 12 10 8 7 12 12 8.5 7 6 5.5 11' -0" 12 12 12 12 10 8.5 12 12 11.5 9 7.5 6.5 12 12 8 6 5 5 12' -0" 12 12 12 11.5 9.5 8 12 12 10.5 8 7 6 12 11 7 8 5 4.5 13' -0" 12 12 12 10.58.57.5 12 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 14' -0" 12 12 12 9.5 8 6 12 12 9 7 8 4,5 12 9.5 6 5 4 3.5 15' -0" 12 12 11 9 7.5 5 12 12 8 8.5 5.5 3.5 11.5 8.5 6 4.5 4 3 18' -0" 12 12 10.58.5 6.5 4 11.512. 8 8 4.5 3 11 8 5.5 4 3 - CD HV BLADE ONLY Approvedescomplyintratthale Date 0 2 4 e NO I13< 'k o3 MianN',,.c ,..,Control By MIAMI -DADE COUNTY + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4`0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BU)LDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF IA0 SCREWS AS PER NDS 2008 SPECIFICATIONS. 3. SUBSTRATE SHALL•CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ 0,40.55 (N.0.S) - DOUGLAS FIR W/ 040.50 (N.OS.) - SPRUCE PINE FIR NORTH W/ G40.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ G.40.38 (N.D.S.) -MIN. 1/2" CDX PLYWOOD (1988 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF 711E ANCHOR'S MANUFACTURER. * _ 1 z �- F`S`p /ONAL.ti��i III( NJFrMt P.E. Sat.' eNATLIRE /DATE /1itENC.\ TILLIT TESTING & ENGINEERING COMPANY 8335 N.W. 38th. 5L, St, 305, Va10395 055058, FLORIDA 33186 Phone : (300)871 -1530. Fax : (305)871 -1531 . e -mob: tfltaco®aol.aom 68- 0005719 WALTER A TOUT Jr. P. E. FLORIDA Ur.. # 44187 FLORIDA BUILDING CODE (High Velocity Hurricane Zone; METAL TECH, INC. (ASSA # 26) 7635 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HIM HV2 ACCORDION SHUTTER BERTHA NV " Aea rdfon Shutter System H.Y. BIADE 111/ OR W/O H.V WINDOW MADE & H.Y. BLADE #2 REV. No DATE 1 2 DESCRIPTION Drawn by: F.P./A.O. OLD 07 -213 01/20/1 DATE: 01/20/12 DRAWING No 12 -019 SHEET 17 OF' 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0 HV & ® HV• BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADE n ONLY SHALL BE UMITED TO 105.0 psf A.S.D. DESIGN •AD. SEE SHEET 28 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE & ( WORKING IN UNISON 1/4'0 TAPCON OR TAPCON WRH ADVANCED THRFADFORM TECHNOLOGY W/ 1 1/2° Mtn. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. on SCHEDULE ON SHEET 1e) ®HV WAI HEADER INSTAL ATION 2 °x4° CONT. WOOD PLATE same 1/4 °0 TAPCON OR TAPCON IVOTH ADVANCED TNREADFORM TECHNOLOGY W/ i 2° MIn. PENETRATION OF TH AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) 1 /2° MN. CDX PLYWOOD REQ'D. STING MIN. 2 °x4 STUDS 0 18° O.C. MAX. REQ'D. P1YW0017 TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. © HV WALL SILL INSTALLATION 2°x4' CONT. WOOD PLATE REQ'D. 1/4 °0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) 1 ° • 1/4°0- 20x3/4° S.S. MACHINE SCREWS W/ 1/4 ° -20 NUTS ® 12° O.C. • OR �-- ^'- GPTIONAL 0 EXISTING GLASS ---p FINISH EXISTING MN. 2''x4° WOOD HEADER REQUIRED MIN. SEPARATION (8418 5 HE LASS CRE ON SHEET 12) HV WALL HEADER INSTALLATION U EXISTWG ri MN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1/4 °0- 20x3/4° S.S. MACHINE SCREWS W/ 1/4 ° -20 NUTS 12° O.C. EXISTING MIN. 2514° STUDS ® 16. 0.0. MAX. REQ °D. PLYWOOD TO BE ATTACHED TO STUDS N ACCORDANCE WITH SECTION 2322 OF THE F.B.C. Q 1 MIn. 1/41s TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/r Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) 1/2' MN. CA WALL FINISH PLYWOOD REVD. ®)4V WALL SILL INSTALLATION 0 TO GLns5�(� SCHEDULE Q`- 12 BLADE OWID mum 0 ON GLASS-4 BIADOSU1 & 8 WALL FINISH 2'x4° CONT. SILL PE.ATE REVD. EXISTING GLASS-J1 InnI��O 1/4°0 TAPCON 08 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY O/ 1 1/e Mtn. AREA PENETRATION FMIDWDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 18) HV WALL SILL INSTALLATION MIN. SEPARATION TO GLASS SEE SCHEDULE ON SHEET 12) 1/4°0-20x3/4° S.S. M.CHINE SCREWS USING 1/4' -20 NUTS ® 12° O.C. R —CD I 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. 2- MOUNTING SECTIONS CAN 8E COMBINED N ANY WAY TO SUIT ANY INSTALLATION. • SEE LIATIOIlS OF USE OF BLADE Q.9 ON SHEET 28 FINISH 1° Mtn. 1/4 °0 TAPOON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY W 1 1 2 Min. PENETRATION AREA MOWDTH OF W000 PLATE. (SEE SCHEDULE ON SHEET 18) ® }IV WALL SILL INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone; AAp„i46 63 44n p1201S V4m tb6 NOM Miami MIAMI -DADE COUNTY 0"110y 3C NS -.. `e *a 1*. STATE OF 1 P.E. S/ „ , DATE IL E C O INC. TILL(T TESTING & ENGINEERING COMPANY 63&5 N.W. 36% 8t, 683..306, WR668A GARDEN5, FLORIDA 33166 Phone : (3(15)871 -1530 . Fox : (305)871 -1531 e -moo: tfteco®ao1.00m E9-0008718 WALTER A T1LU4 dr. P. E. FLORDA Uo. # 44167 METAL TECH, INC. (ASSA # 28) 7635 WEST 2 COURT HIALEAH, Ft. 33014 PH (305) 823 -2323 FAX (305) 828 -7979 ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HVI HV2 ACCORDION SHUTTER b!RTMA BV d Ac ion Bh>rt�r8 t66i H.V. BETIDE 111 W/ OR W/Q H,V WINDOW BUAE & H.V. BLADE REV. No 1 2 OESCItlPRON DATE OLD 07 -213 01/20/12 3 4 Doran bp F.P. A.G. DATE: 01/20/12 DRAWING No 12 -019 SHEET 18 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR Q HV & NV* BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE j) ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN AD. EE SHEET 28 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH B DE (1) & f. WORKING IN UNISON, YAPCOtN WITTH °AROVANCEO THREADFORA TECHNOLOGY W/ 1 1 2" Min. PENETRATION OF 30 AREA TO EXISTING WOOD HEADER, $,v (SEE SCHEDULE ON SHEET 17) PO'''`.71'.■ 1 OTIF I. 0 ilkalt .. ' ■ !SANG MIN 2'x4" HEADER REVD MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 4 "x8" (MBn.) EXISTING WOOD TUEAIRA1. ADEQUACY OF COSTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCMs W I PRIOR TO SHUTTER INSTALLATION. OR TAPCON WITHNADDVVANCED THRFADFORM TECHNOLOGY W 1 1/2' Mtn. PENETRATION OF THRTADEO AREA TO EXISRNO WOOD BENT (SEE SCHEDULE ON SHEET' 16) EXISTING CLAM CS HV WALL HEADER INSTALLATION. ■Pie r- '2'X4° CON1: pi SILL PLATE 1 -SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY 10 SUR ANY INSTALLATION. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) FINISH 19 1/4 °0 TAPCON OR 1 TAPCON WITH ADVANCED Mln. THREAOFORM TECHNOLOGY W/ 1 1/2" Mtn. PENETRATION OF THREADED AREA MID6NDTH OF WOOD PLATE (SEE SCHEDULE ON SHEET 17) ® }1V WALL SILL INSTALLATION OR 1/4 "0- 20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4 " -20 NUTS ® 12 0.0. 1/4" Max. DCISTWLASL .) r or epmge!_1 MN. SEPAWION 70 WM (SEE ' �1 T ®T HV CEIUNG INSTALLAT ON. 1 m dUS99" "'I SO5NE Q1 ? EOSTINQ I IFOR eAM °LASS\ 1 sag 8 A 61 111 Lo0Ant* 2° MIN. 814x3/4' S. 0 6' 0.0. Q OPEN HOLE AT Ei&H STUD TO ACCEPT 5/18 °0 LAO SCREW AT CENTER OF TUBE. 1414. SEPANION EXISTING -Isamu cuss.._ f 12 FOR RATE w�s6 r iQorC 10 GAS (86 RiM 812117 )e� 01-IV CEILING INSTALLATION OR fr EDGE (IF APPLICABLE) EXISTING WOOD TRUSSES OR RATER 0 24' 0.C. REQUIRED EXISTING SOFFIT 3/4 Max. THK. 1 °x4'x1/8" CONT. ALUM. TUBE (8083 -113 ALLOY) W/ (3) 5/18'0 LAO SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIOWIINH OF EXISTING WOOD WN% 2ER, (2 °P ROD TfMINAL OF ) THREADED AREA. VAUD FOR INSTALLATIONS WITH 72 psf MAX. A.S.D. DESIGN LOAD AND 9'-0° MAX. SPAN. TFIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIX SPECIFIC GRAVITY OF 0.50 AS DOUGLAS R ®• RR EQUSOUTHERN PINE No. 2, 2 "x8° NON. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE ■■. #10x3/4" HEX WASHER HEAD TEK SCREWS ® 12° o.o 1/4'0 TAPCON OR TAPCON WITH ADVANCED 1HREADFORM TEx MOW W/ 1/2" Mln. PENETRATION OF THREADED AREA INTO WOW DECK. (SEE SCHEDULE ON SHEET 16) HV FLOOR INSTALLATION G LASS° GE OF DECK IF APPUCABLE ISBN. SEPARATION --I70 GLASS (SEE SCHEDULE ON SWEET 12) 011 • SEE UMJEATIONS OF USE 06 BLADE 59 ON SHEET 28 Appreraos ytaswitbt>w +i jr✓ FkaidaDu0 .., /p2 �.v.y�Q;.•GENStc'•.,9• zvtii By 1 I Al l_1141'41 / aC P. s pJ 7tH E /DATE MIAMI -DADE COUNTY IlLIEco1. TILUT TESTING & ENGINEERING COMPANY 8355 NAB. 381.. R., 80.308 Y6PONA GAGOEFB, FLORIDA 33166 Phone : (308)871 -1530 . Fax : (306)871 -1531 e -.roll t8teao®aoLOorn EB- 1X08719 WALTER A TOUT Jr. P. E FLORIDA Uo. # 44187 2' MIN. 2 "x8" MIN. WOOD DECK REQUIRED (NO FMISH ALLOWED) EDGE OF DECK R APPLICABLE 1/4'0 F.N. TAPCON OR F11. TAPCON WITH ADVANCED THREIDFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) (X HV WALK -OVER INSTALLATION. FLORIDA BUILDING CODE (High Velocity Hurricane Zone; METAL TECH, INC. (ASSA # 26) 7635 WEST 2 -COURT HIALEAH. FL 33014 PH (305) 823 -2323 FAX (305) 828 -7979 0 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV9 HV2 ACCORDION SHUTTER I1MURTHANV Axmdlon8hutte.System H.V. BLADE Al W/ OR W/0 H.V YANDOW BIADE & H.V. BADE I'e UV. No DATE DESCRIPTION 1 2 OLD 07 -213 01/20/12 3 4 Drawn br. F•P. /A.G. DATE: 01/20/12 DRAWING No 12 -019 SHEET 19 OF 28 2°x4• MN. WOOD STUDS. (A8 APPUCABLE) 81481150 GLASS WALL FDSSH END INSTALLATIONS Q HV & i HV• BLADES INTO 2"x4" MIN, WOOD STUDS. \\\\\\\ + a o 158005 OR TAPCON — EECHN� R& 6unDX ANCHORS 0 8° O.C. W/ 1 1/2` MM. THREADED PENEMATI05 INTO 51005 OR W/ 104. 1/2' THREADED PENETRATION TO 1/2° CDX PLTW000 IF NO SHEDS EX18T. TO MASS (SEE SAE d4 sou 12 FOR BLADE (Dm ON SHEET 28 FOR BIADES ®O (14 MN. 1/2° MIN. CDX 84158. 10x1 2 18 .C. 8.8." -€0.,®8 •Q7 .80°®•Oa ®•Q •4�° ®•�O0 END CONNECTION DETAIL Cb EXISTING GIAS.S7 rx4° MN. W00• SOO MA ON(� STUDS REO'0. 12 FOR BLADE AND O28 BLS ©4X 491 1/18`x! (sosa-46) CONT. P1A7E. (LOCATE AURA CLOSER AT EITHER SD) #40x1 /r ((824.5 Y8 C. 2°x4` MN. WOOD STUDS REO'0. 008850 GLASS(( TO 13049 (SEE SCHEDULE SHEET 1/2. 1BEL GDX 12 FOR EIME 8 MID 80411000. ON 9FET 28 FOR BLADTSilat SEE DETAIL X FOR SIDE CONNECTION TO TRACKS 1/4 °0 TAPCON OR TAP00N WRH ADVANCED THRFADFDRM TECHNOLOGY Mt BUIL= ANCHORS W/ 1 I/r NN. THRLNEO PENETRATION INTO STUDS 0 12 0.0. FL I /0-0.0.0.040.€0 WALL FIG844 ®0 ° ®•0.0'®• ®.0 •43•0•013a 0.0.4)•41. • ®a OB •0.43.8.0.0 END CONNECTION DETAIL. ®®r ®(s C)-0-013.0- O D•0 °®•0.0.0• 0.®.0„®•0`0°° 4•($•4.8•©• ®° ®`0.0•®«0.8 END CONNECTION DETAIL TAPCON OR TAPCON 0801040 WITH ADVANCED THREADFORM TECHNOLOGY TRY BUSDOX 40404058 W 1 T/2° MIN. THREADED N INTO STUDS 0 42° 0.0. • Xi 1/2° MN. CDX PL .. 2`x4` MN. WOOD STUDS 8480. EXISTING GLASS TO W UIE (SEE 'ON2 28 8180)448 SEE DETAIL X SIDE CONNECTION TO TRACKS (>0'0.0'0.03. •43a0.43.0.0. END CONNECTION DETAIL Qe PARQION SCHEDULE ON SHEET MN +ON2 �6<EEr FCR tuoasm& a� TO GLASS (SEE 2°x4' MN. MOD STUDS REAM. MIAMI -DADE COUNTY 0 O 1 /a'0 (3.(3.43.8-43. 0.0 .43.0'013. END CONNECTION DETAIL © fe- "40 J,6ENSF• ,19 i :14-411414-4 .,,:'SiDiUAI �,dFFF P.E. SEAL %t'fGl��.`tY1RE /DATE 1/e TAAL 8114 Y000. COX Qll'r, ' 1I� 2•x4° MIN. WOOD STUDS. APPL1CA81.E) FINISH EXISTING GLASS 101. STAMM 10 CLASS (SEE 1 SHEET ON FAXES a4 RRI SEE DETAIL X FOR SEE C QNNN TRACK 0R)0R _ 0OR0‘14OORj VIEW 1( DETAIL X OR I' i,�08.43` (3°tlQ• ® °®°' ®.0.4O- ®•0.40• ®• 80' ®• ® °®`® END CONNECTION DETAIL, I a REOUIRFD ONLY POT SPANS GREATER THAN 12'-0' • SEE UMATIONS OF USE OF BLADE 1A ON SHEET 28 0R®OR 13OR OR ©OR 1000 FLORIDA BUILDING CODE (High Velocity Hurricane Zone; TILLIT TESTING & ENGINEERING COMPANY 0358 N.W. 380. SL, Ste. 303, VN14MA CARDIN% FLORIDA 3318! Phone X (303)871 -1830. Fax T (308)871 -1831 e—mali 111tematool.0om E8- 00007,8 WALTER A TOUR Jr. P. E. FLORIDA Uo. # 44187 METAL TECH, INC. (ASSA # 26) 7635 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823-2323 FAX (305) 826 -7978 ® 2012 EASTERN METAL SUPPLY. INO. MAXIMUM IMPACT HV7 HV2 ACCORDION SHUTTER BmtYHA HV"' Aeoordienehutt ersyot® N.Y. BODE #1 W/ OR .W /0 .H.V WINDOW MADE & H.a 41ADE ' 2 REV. DESCRIPTION ' DATE Ex *Rn bYX F.P./A.O. OLD 07 -213 D1/20/12 4 DATE: 08/20/12 DRAWING No 12 -019 20 OF 28 - tit -mss4 (�)4 z SEE END CONNECTION DETAILS ON SHEET 24 TYP. FULL HEIGHT. tl■MiiI=M111 0-®-0+0- @ MOWED Forfar TYPICAL () HV BLADE SHUTT R ELEVATION, N.T.S. MIAMI -DADE COUNTY * NOTES ON HD OCKS AND CENTERMATES: 1. J A4DATORY CONDITION # 1: ONE H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, (31 OR p)+(3, AND AT ANY ELEVATION. 64 H.D. LOCK MAY BE USED AS AFF INSI OR OUTSIDE LOCK, ATTACHED 1(1 HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLA HEAD S.S. M.S. LOCKING RODS 0 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL 2. MANDATORY CONDITON # 2: LOCATION OF H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, Le., FOR S UTTER SPANS UP TO 105 ". 11 H 0VE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER .D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" THAN 105 ", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. / _ hLIEcolN.\ TIWT TESTING & ENGINEERING COMPANY 6355 N.W. 38th. St., Ste 308. 1AR6INIA 86RDEN8, FLORIDA 33166 Phone : (306)671 -1930 . Fax : (308)871 -1831 e -math BRaeo®aa.00m 2B- 0006719 WALTER A. ILLIT Jr. P. E. FLORIDA LW. # 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone; METAL. TECH, INC. • (ASSA # 26) 7838 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 b 2012 EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA 1iVTM Accordton8huUerSystem H.V. BLADE #I W/ OR 8/0 NV WINDDW 81/DE & H.V.j1SADE i2 BEV. No DESCRIPTION DATE Drawl by; F.P./A.G. OLD 07 -213 2 01/20/12 DATE: 01/20/12 3 4 DRAWING No 12-019 21 OF z$ POUR CONCRETE REQUIRED CONCRETE ANCHORS SEE SCHEDULE ON SHEET 28) 1 4 °0- 20x3 /4S.S. i)E USING 1/4° -20 NUTS ® 6° O.C. EXISTING GLASS HD WALL HEADER INSTALLATION NCRETE ANCHORS (SEES SCHLE ON 1/4 °0- 20x3/4° S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1/4 " -20 NUTS 4p E�E HD WALL SILL INSTALLATION MOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY. 2- MOUNTING SECTIONS CAN 86 COMBINED IN ANY WAY TO SUIT 871Y INSTALLATION. POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 28) EDGE OF SLAB IF APPLICABLE EXISTING GLASS 7 0111.70SEPARATION OIAS4 (SEE 854100 0E ON 810Er 25) ■ HD CEILING INSTALLATION EXI5DN0 ._..: GLASS OPTIONAL, TO CASS (SEE =MAE ON saw 2s) •8 '9 #1453/4° HEX HEAD TEN SCREWS ® 3° O.C. OR 1/4 °0 -20 S.S. M.S. W/ NUT CP 3° 0.0. sit WArriMar /iiiiiii�i Y /iii / �iil POURED CONCRETE REQUIRED HD RAINGUARD INSTALLATION • E. D. m EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 25) MIAMI -DADE COUNTY E�EiEEi(�R A. TI(�T .... a P.E. SEh7%! TUREJDATE EXISTING : INN. SEPA6ANON hue SCHEDULE EDGE OF LAB IF APPUCASLE POURED FLAT HEAD CONCRETE ANCHORS CONCRETE R (SEE SCHEDULE ON SHEET 26) IRED ®C HD TRENCH INSTALLATION EDGE SLAB IMF APPLICABLE EXISTING 1144x33/- /44° HEX WASHER HEAD TEX SCREWS 34 V 0.C. 04 EDGE OF SLAB IF APPUCABLE POURED CONCRETE REQUIRED 1 MIN. ON SHEET' 2 ALTERNATE ANCHOR LOCA110N EXISTIHO . FIAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON MEET 26) HD WALK —OVER INSTALLATION, 0 #14x3/4° HEX WASHER HEAD 164< SCREWS 8' Q.C. CONCRETE ANCHORS (SEE SCHEDULE ON .,�� ,.., SHEET 26) E D! CO HD FLOOR INSTALLATION INSTALLATION DETAILS W/ O HV BLADE SCALE: 3/8 " =1° /1itEEThNC.\ TIWT TESTING & ENGINEERING COMPANY e7SS N.W. 3613 St. Ste. 30.4. 060656 GARDENS, FLORIDA 23186 Phone : (308)871 -1830 . Fox ; (305)871 -1831 o-mal: tUteeoa3aoLaom E6- 0000719 WALTER A TSLT Jr. P. E FLORIDA 128. # 44187 EDGE OF SLAB 16 APPLICABLE FLORIDA BUILDING CODE (High Velocity Hurricane Zone; METAL TECH, INC. (#SSA # 26) 7635 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 2002 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER MYNA HV n Ac ordlon8hutterapsb Ay, B11DE 91 W! OR W/0 11.11 WINDOW MADE & H.V. BLADE #: REV. Re DESCRIPTION DATE Drawn by; F.P. /A0. OLD 07 -213 01/20/12 2 3 DATE: 01/20/12 DRAWING No 12 -019 8 SHEET 22 OF 28 SEE END WALL CONNECTION DETAILS ON SHEET 24 r(�FXIST1NG GLASS OUT IN ®ORC +®0R L SEE NOTES ON LOCKING RODS 3( & HD ('‘) LOCKS ON SHEET 2t L EXISTING GLASS INSTALLATION (2) HV BLADE SEE END WALL CONNECTION DETAILS ON SHEET 24 2°x2°x1/5'x0• -2• (8083 —T5 ALLOY) ALAI. AL UM. APCE N WNC) O/4TO CONCRETE (TOP TTO & (4) 414x1 2° S.M.S. AT EACH ANGLE. (TYP) $14 x 3/4° S.M.S. ® 12° 0.c. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) (4) H.V. PINS (TYP.) IN 6 1/2° (4) H.V. PINS (TYP o- ® - ®to- {T O + ®°R ®4� HVA —HDA CEXISTING GLASS MIN. SEPARAIION TO CLASS (SEE SCHEDULE ON SHEET 28) IN OUT HVD --HDD MII MON ® RC) 0 awl= (OPTIONAL) HVB —HDB SYMMETRICAL HD CENTERMATES W/ €° LOCK (EXTERIOR) YARTINk wit• ■ti•TIM mil :,7w I L- 1UOIC-� 111.9m— C> 310 Re RIPM (oEnoNAL) HVC —HDC SYMMETRICAL HD CENTERMATES W/ ®* LOCK (INTERIOR) OUT R ®OR ®{.00R POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED HVE —HDE MIAMI —DADE COUNTY ffffffff �44t�Q°� ; `C 11i !. L * i / 1 P.E. 4) -15RE /DATE.. / IL EC 0 INc. TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 3881. St, &e. 305.. ViRG411A GARDENS, FLORIDA 32185 Mono : (308)571 -1530 . Fax L (305)871 -1531 S—RwO: UReco®eai.oam E8- 0008719 WALTER A. TIWT Jr. P. E. FLORIDA Lk. # 44157 FLORIDA BUILDING CODE (High Velocity Hurricane Zone; METAL TECH, INC. (ASSA # 26) 7635 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 (Q 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER YRRT NV "' Acccod+oaf System H.V. BLADE 11 W/ OR W/O H.V WINDOW MADE & N.V. BLADE 19: DATE 0rcwn 67: F.P. /A.G. OLD 07 -213 01/20/12 DATE: 01/20/12 REV. No DESCRIPTION 3 45 DRAWING No 12-019 SHEET 23 OF 28 I ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12' -0° I POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED (LOCATE AT EITH SIDE OF S ) EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED /—EXISTING GLASS 1/16x3° MAX. (6083 —T6) CONT. ALUM. CLOSER PLATE. (LOCATE AT EITHER sipE . .0F (Or #14x1/2° S.M. @ 16 0.0. 1/2" #14xt/2° S.M. ® 16 0.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED UREO CONCRETE OR CONCRETE BLOC( WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) 1/2° MIN 2° MIN EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) SEPARATION MIN. TO GLASS (SEE SCHEDULE ON SHEET 28) 1/2° , SEE DETAIL X F SIDE CONNECTION TO TRACKS SEE DETAIL X FOR SIDE CONNECTION TO TRACKS END CONNECTION DETAIL, POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED /— EXISTING GLASS Ls MIN SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) +®0R ® 00110 OR kg END CONNECTION DETAIL END CONNECTION DETAIL, ® POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CON.. E1E ANCHOR 12" O.C. ,/2° MIN. 1 � 1 *USE 1" OR 2° MAX. (AS APPUCABI.E)x2 °x1/8 °x0' -2° ALUMINUM CLIP ANGLE (6083 —T6 ALLOY) AT MID 6GHT (1) #14x1/2° 8.M.S. 70 44 & (2)1/4"4 TAPCONS ANCHORS TO WALL AT 1° 0.0. (LOCATE AT EITHER SIDE OF ®) SEE DETAIL XFO SIDE CONNECTION TO TRACKS +®OR ®OR® + OR + 'EX G GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) 1 ∎_ 1,41 • END CONNECTION DETAIL ® MIAMI —DADE COUNTY ® +®CR ®OR® + ®OR 00 E D CONNECTION DETAIL ® ® OR0 PLAN VIEW Y DETAIL X END INSTALLATIO.N 02 HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. /1it1iINC.\ T1LLIT TESTING & ENGINEERING COMPANY 8355 N.W. 3815. 8t. Ole. 3°6. 5IROINIA GARDENS. FLORIDA 33186 Phone : (305)871 -1530 . Fax : (305)871 -1531 e—ma0: 6lteoo(Sooloom EB— °008718 WALTER A. 'RUT Jr. P. E FLORIDA Uo. # 44187 ®QR® FLORIDA... BUILDING CODE (High Velocity Hurricane METAL TECH, INC. (ASIA # 26) 7835 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 02012 EASTERN METAL SUPPLY, INC. Zone' MAXIMUM IMPACT HMI HV2 ACCORDION SHUTTER er.RTHA NM' Aecordton Shutter System H.V. BADE #1 W/ OR W/0 H.V WINDOW BIAOE & H.Y. BADE alt REV. No DESCRIPTION PATE prawn by F.P. /A.G. 1 OLD 07 -213 01/20/12 DATE: 01/20/12 a DRAWING No 4 12 -019 SHEET 24 OF 28 • MAXIMUM SHUTTER "L +" OR "L —" INSTALLATIONS W/ SYMM ■ e A.e : ,.. I_ 31 W/ ONE HD 6J LO LOCKING -*DS SPAN (ft.) * RET ICAL OR 3 C} & 0 5 MAXIMUM A.S.D. POURED CONCRETE INSTALLATIONS DESIGN LOAD ALL MOUNTING CONDNTIONS (+ OR -) 1+ (ft) L -66 30 OR LESS 15' -5" 18'-0' 35 14' -10" 18' -0° 40 14' -4° 17' -10° 45 13' -11° 17' -6° 50 13' -8" 17'-0° 55 13'-3" - 18' -10" 80 12' -11' 16' -2" 85 12' -8° 15' -8° 70 12' -8° 14' -11° 75 12' -3° 14'-8° 80 12'-0° 14'-0" 85 11' -10" 13' -7" 90 11' -6° 13' -2° 96 11' -3" 12' -10" 100 10' -8° 12' -8° 105 10' -0° 12' -2° 110 9' -8° 11' -111 115 9' ■1° 11'-5" 120 8' -9" 11' -5° 125 - 11' -2° 130 - 10' -11° 135 - 10' -9" 140 - 10'-8° 145 - 10'-4° 150 - 10' -2° 155 - 10'-0' 160 - 8' -10' 165 - 9'-9° 170 - 9' -7° 175 - 9' -5° 180 - 9' -4" 165 - 9' -2' 190 - 9' -0° 195 - 8' -9° MIAMI —DADE COUNTY * IQI& (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD. L -: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FL00R/CEIUNG: OMEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN 'T. +° FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN °L - -° FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN °L. +° AND "L - °. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSRIVE A.S.D. DESIGN LOAD: DETERMINE 11 +- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 += MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN .LOAD: DETERMINE: LI MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 MAX. SPAN FOR FLOOR / CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'U + °, 'L2 + ", 1.t -" AND • "12-° (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. 2� HV BLADE ONLY 1�, 'CENSF s ♦ SEPARATION TO A - REoulREMENYS MINIMUM SEPARATION TO GLASS FOR SHUIItH5 INSTALLED AT ALL ELEVATIONS OF BUILDING 15 3°. INSTALLATION LEGEND =MATE MOUNTINGS Potweo (SHEET 222) WALL MOUNTING AA & EE FLOOR /CEIUNG 98, CC, DD, MOUNTING FT & GG P.E. SI 3061∎TURE /DATE IL E C O INc. TTLLIT TESTING & ENGINEERING COMPANY 5358 0.01. 3501. 8l° Etc 306. MGM 958055, 11011105 53186 Phone : (306)571 -1530. Fm[ 1 008871 -1531 e-math 9lteaoOocLCom E8- 0006719 WALTER a 11LUT 4r. P. E FLORIDA Lle. # 44187 . FLORIDA BUILDING CODE (High Velocity Hurricane Zone; ® 2012 EASTERN METAL SUPPLY, INC. METAL TECH, INC. (ASSA # 26) 7638 WEST 2 COURT HIALEAH. FL 33014 PH (305) 823 -2323 FAX (305) 828 -7979 MAXIMUM IMPACT HIM HV2 ACCORDION SHUTTER u U51WAHA RV. Accordion Shutter System • ,�.Y. MADE 11 W/ OR W/0 It.Y WINDOW JUDE & KY. MADE re DATE REV. No DESCRIPTION Drown by. F.P. /AG. 2 3 OLD 07 -213 01/20/12 DATE: 01/20/12 DRAWING No 12 -019 8 SHEET 25 OF 28 mangalema jaw MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN. SHUTTER SPAN. MAXIMUM A.S.D. DESIGN LOAD AND A 1/4°o TAPCON MAX. 5 /16"e TAPCON XI. CORRESPONDING MOUNTING 1YP1=. FOR CONCRETE INSTALLATIONS MAXIMUM SPAN (ft) POURED CONCRETE ALL MOUNTINGS AA THRU GG (SHEET 22) USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE A.S.D. LOADS 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 8' -9° OR LESS 8" 4 1/2" 3 1/2" — — 12" 8" 6" 4" 3 3/4" >8'-9" UP TO 12' -1" 8" 3 1/2" 3° * — — 10" 6" 4" 4" — >12' -1" UP TO 18' -0" 4" 3 1/2° — — — 7 1/2" 5 1/2° 4" — — Approved as comptyMg with 156 �daB .,, Data 2 /2. Mia}i :err. P , ex MIAMI —DADE COUNTY { NOTE:. t VAUD ONLY FOR UP TO 10'-0° SPAN P� AGE SF 'rv�. a... No. 44 lOgIA '1t F FtF P.E. SEAL$Tf PURE /DATE *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCR TE SUBSTRATE (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A.1) TO EXISTING POURED CONCRETE: (Mtn. f'c 3192 pal) ' — 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4 °. A.2) TO EXISTING POURED CONCRETE: (Mtn. f'c 2899 psl) — 5/16 "0 TAPCON XL ANCHORS, AS MANUFACTURED BY R.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/18° TAPCON XL ANCHORS IS 2 1/4 ". A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WAIL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER, (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3° EDGE DISTANCE FOR 1/4 °0 TAPCON AND 3 5/8° EDGE DISTANCE FOR 5/18 °0 TAPCON XL 0 HV BLADE ONLY IL ECOINC.` TILUT TESTING & ENGINEERING COMPANY 6366 N.W. 31211.. at.. Ste. 306. 18ROIMA 5055045. FLORIDA 33166 Phone : (306)671 -1630 . Fox : (306)871 -1831 s—maw. Eteeo®oa.com E9-0008719 WALTER A. TiLUT Jr. P. E FLORIDA LID. $ 44187 FLORIDA BUILDING CODE (High Velocity Hurricane tone; METAL TECH, INC. (ASSA # 26) 7635 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 0 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV"I HV2 ACCORDION-SHUTTER OORTHA HV'x Acnrdlon Shutter System H.V. WOE 81 W/ OR W/0 H.V WINDOW 8).ADE & HV. BLADE 2 REV. Na DESCRIPTION DATE 1 3 OLD 07 -213 01 20/12 4 Dx. DATE: 01/20/12 DRAWING No 12 -019 SHEET _p.m' 20 • HV WINDOW BLADE BLADE'S KNU (TYP) .1875" EXTERIOR SECTION X -X SCALE: 1" = 1" HY WINDOW 3/4° 2 7/8° MIN. CLEAR SEPARATION BETWEEN BLADE OP" SINGS SECTION Y -Y SCALE: 1" = 1" SCALE: 3/8 " =1" EXTERIOR ELEVATION SCALE: 1" = 1" .0625" POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV- STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 28). POLYCARBONATE SOURCES FOR 44 TYPICAL PROPERTIES APPUCABLE STANDARD REFERENCE RESULT SAWS MAT0RIPL / SONGS LLG L*80L xt 3103 Gams osssAR PUS00 LVAN 103 RIM )1 SPECIFIC GRAVITY ASTM D792 0.043 Ib /In° 0.043 lb /hi uECtienOrAt . TENSILE YIELD STRENGTH ASTM 0638 9,400 p.6.1. 9.500 p.s.l. FLEXURAL STRENGTH AT YIELD ASTM 0790 12.500 p.s.i. 13,400 p.8.1. FLEXURAL MODULUS ASTM 0790 340,000 p.sJ. 345,000 p.sJ. 11528110 NOTCHED MOD ASTM 0256 18 FT-lb/In 17 FT -116/1n POLE BURNING CHARACTERISITCS: SMOKE DENSITY ASM 02843 47.2 R 84.5 X MAX RATE OF BURNING ASTM D635 C -1 CLASS C-1 CLASS SELF IGNITION ASTM D1929 1040 'F 980 T WFATNERINQ: ASTM 0155 TENSILE STRENGTH AFTER WEATHERING ASTM 838 9302 p.s.L 8840 p.sJ. TENSILE STRESS BEFORE WEATHERING ASTM 838 8481 p,s.1. 8880 p.s.I. TYPICAL HV WINDOW BLADE g AND POLYCARBONATE HV WINDOW DETAIL ILTEC O INC. TILLIT TESTING & ENGINEERING COMPANY 8398 N.W. 33tfit, St., Sts. 309. '50050A FARMS, FLORIDA 33100 Phone t (305)871 -1530 • FOX t (305)971 -1531 6-mall: Oltew®OGLtnm Es- 0008710 WALTER A. 11LUr Jr. P. E. FLORIDA LID. # 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone: METAL TECH, INC. (ASSA # 26) PH 7635 WEST 2 COURT HIALEAH, FL 33014 (305) 823 -2323 FAX (305) 826-7979 0 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER Willa NV e' Accordion sbuttersy Ji.V. BLADE 11 W/ OR W /O_ Hit WINDOW,BLADE & N.d. B1.AOE Ai NEV. No, 0000601100 DATE Orop6 by F.P. A.G. 1 OLD 07 -213 01/20/12 DATE: 01/20/12 2 DRAWING No 4 1 2-01 9 SHEET 27 OF -28 ©01® TYP. EA.. END 349 6 WINWU48 170. 81.80E a SEE END OcONNEI GAIN SHEET 11 TYP. FULL HEIGHT. EXISTING GLASS-L SEE 1 TO 180 OREMOUOREMENT5> UNUMTTED WIDTH ELEVATION MN. SMARM TO GVSS -(SEE SCHEDULE ON PAO OK 28 tam &�m • tgiq,., i,dl_I'.c •,' K.,'II ...,,. . a, = alai.. D HV 8 WITH AcOORDl0F1 SHUTfER_,�STEM WORKING IN UNISON WITH HV YOINDOW BLADE ( 1. MAX. AS.D. DEMON PRESSURE RATING: +110, - 110 p.e.f. 2. MAX. SHUTTER SPAN: 90'. 3. ALLOWED MOUNTINGS: A, D, D & H ON SHEETS 8, 7; AS WELL. AS MOUNTINGS M, 0, T, UQQ&,,W®®ON SHEETS 18 & 18. ONLY CENIERMATISSY6_R[C MOTH W/) OR 3 ) ARE ALLOWED WT3I o1, '�. IN A OR OP NO LAYOUT IN CASE OF OPPOSiNO T MUST BE INCLUDED ONLY AT EXTERIOR 400085 EIDE OF 8. 00 HV WINDOW BLADE ® SHALL ONLY ALLOW A MAXIMUM OF 8 OPENINGS (3"6 HOLES) FOR !44 PER BFADE AT SPACINGS SHOWN ON SHEET 27. (B) MIN. CLFARANCE FRO TOP OR BOTTOM EDGE OF IN WINDOW BLADE la OF ANY 3"0 HOLE FOR SHALL BE 12 ". (OWE BLADE BLADE DOMINO OUT FROM STARTERS AT ENDS MAY BE HY (D) HV WINDOW MACE 1CiA MAST BE USED ALTERNATE TO A 303)0 HY BLADE() (THROUGHOUT SHUTTER'S DM. (6) C 1 R EITHER SHALL 910E ALWAYS THEME INSTALLED ADJACENT TO A SOLID HV (F) POLYCARBONATE HV WIN00W 44 SHALL BE INSTALLED SO TABS FACE E INTERIOR OF THE OPENING BEND PROTECTED. HY WINDOW MUST BE ONLY INSTALLED AND LOCKED USING A IN SETTING TOOL PROVO BY .SSA, INC. 8. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 16. AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALATIONS INTO POURED CONCRETE OR CON t4EI1 BLOCK WALL ON SHEETS 13 & 14 AS UNITED BY SPAN AND DESNTN LOAD (SEE NOTES 1 & 2 A80VE). B. MINIMUM SEPARATION 70 GLASS SCHEDULE: SHUTTER SPAN MINIMUM SEPARATION TO GLASS 88' Max. 8' 01._1 • ';1.9'7.• .Ii.1 „..1 14 1. L1:113:114ZI•,0 • �,I• TTi ;l)T>t�_1:1.1,1 ( � DAL OWL-MATES 12g, ® oa An %� %o� NOTE 4 ABOVE) `"^`•��••• GL:..:ZS PLAN � TYPICAL Q HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE 0 SHUTTER* N.T.S. FLORIDA BUILDING CODE (High Veiocity Hurricane Zone; N.T.S. 2012 EASTERN METAL SUPPLY, INC. � rr r .•\j�ENSF'•.,� MIAMI —DADE COUNT)' IL C O INC. TILUT TESTING & ENGINEERING COMPANY 8388 N.W. 3MA. SL, 5(B. 908. VIRGINIA GARDENS. FLORIDA 33180 Phone : (308)871 -1830 . Fox : (308)871 -1531 0 -01011: SHeao0O8Lcom EB- 0006719 WALTER A. TELT Jr. P. E. FL000A 3.10. # 44187 METAL TECH, INC. (.SSA # 26) 7835 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 MAXIMUM IMPACT HIM HV2 ACCORDION SHUTTER BERTHA HY 91 Accordion Shntter*ystern H.V. MADE 81 w/ OR 3i 10 H.( 41U 0W BLADE a H.V. B1AQE #2 DESCRIPTION Drown by F.P. /A0. OLD 07 -213 DATE: 01/20/12 REV. No 1 2 DATE 020/12 3 4 DRAWING No 12 -019 SHEET 28 OF 28 8 °x 1 1/2"x x0.035" THICK Min. ASTM A-653 GRADE 40 1 Min. G-60 GALV. STEEL METAL STUDS AT 16° O.C. MINIMUM 1 3/4 °x 6 1/4 "x 0.035° THICK Mtn. CONE. GALV. STEEL. TRACK CHANNEL, AM A -853 GRADE 40 Kn. 0-60 GALVANIZED FASTENED TO STUDS w/ (2) #6x1/2' 1EK SCRUM ON I OR & EXTERIOR FACE EXISTING GLASS INSTALLATIONS W/ 0 HV BLADE & HV CENTERMATES INTO METAL STUD WALLS * .0. 'ii/ .475" rn IE!' 1Ij h Cf✓ IIIi3 ®MITI _REQUIRED MINIMUM t1 3 /4 °x 6 1/4 °x 0.036° THICK Mln. o 3t.44. OAIV. GRAD 40 1 CH82110., ASR,1 A -653 01142E 40 66n. 0-60 GALVANIZED FASTENED TO SIU05 W/ (2) gBxt /2' TEIt< *068186 Ml INFERIOR & EXTERIOR FADE 6 REQUIRED MINIMUM 8°x 1 1 /2 "x 0.038' T1.IICK Min. 0-9 A -883 GRADE 40 Mtn. 0-60 GALV. STEEL METAL STUDS ATr16" 0.0. IA 8 0.C. WALL HEADER /SILL INSTALLATION ry� DNS AND CONDITIONS OF USE 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 p.s.f. 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: (MS) ON THIS SHEET. 4. ONLY NTERMATE 21 W/ (24) HV LOCK ARE ALLOWED WITH 1 AR GED A METRICAL LAYOUT. USE 0 (2) (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ** BLADE SLACK DETAIL HVF IS VAUD FOR CENTERMATE 0 APPLICATION WITH BLADE 10 (Cont.) 8 1/2° (Typ ) Appwv.AatconWI *WW+tha >1odduU L,,,„ .8 Data /Z NO .r Most 8p MIAMI —DADE COUNTY 7° , ,. ,e � o ERA. 7/413 z F4;•••...... • 6 1 \ d S�ONAL ti� 16 t*;;;,•-■fiii.4.9.1%,"? 11\1 401 P.E. SEA( /SiffdATURE /DATE 1 2.000" 40483" L SEPARATION TO GLASS SCHEDULE MAX. SHUTTER SPAN L (In) MINIMUM SIT.ARATION TO GLASS. BLESSR 3 1/4" EXISTING FINISH AS APPUCABI.E (VP. TOP & BOTTOM) 1tf I. ' f, ': ,:,. SYMMETRYCAL ' .. CENTERMATES W /`j EXTERIOeR� SIDE -ACCESS I 8' ; . AW at1 £ LOG( (S6.E 6 6 MEEggggMIEEEEMEE _M=,'?.� =1 NW ill LITTIP7 1/4 "m NOMINAL, ALUMINUM SLEEVE 6083 —T5 ALLOY 3.000° Max. uuuummrururununu °LENGTH + 1" 4�3 1/4"0-20X3" BOLT MUST PENETRATE 1" r 1.373° .250" 050° G. 1/4 "0 -20 THREADS ® 1/4"0 ELCO CONSTRUCTION PRODUCTS FAB —LOK HD COMPONENTS SCALE: 3/8" 1° 1 3/4°x 6 1 /4 "x 0. 035° THICK Min. NT. GALV. STEEL TRACK CHANNEL, ASTM A -853 GRADE 40 Min. 0 -80 GALVANIZED FASTENED TO STUDS W/ (2) #6x1/2° TEK SCREWS ON INTERIOR & EXTERIOR FACE HVC 7° 8 1/2° MAX. SLACK BLADE SLACK DETAIL HVF IL ECOINc.\ TILLIT TESTING & ENGINEERING COMPANY 8388 NAP. 3601. SL, Eta 305, VIRGINIA O RM% FLORN A 33188 Phone : (308)871 -1530. Fax 1 (305 )871 -1531 e —moll: 1Gteoo®aoLoam ES- 0006716 WALTER A num Jr. D. FLORIDA Us. # 44167 LOCA AT HV HFADER /SIIrENDS VIEW Y SIDE CONNECTION TO TRACK FLORIDA BUILDING. CODE (High Velocity Hurricone zone; METAL TECH, INC. (ASSA # 26) 7635 WEST 2 COURT H1ALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 0 2012 EASTERN METAL SUPPLY, INQ. MIAXIMUM IMPACT HVI HV2 ACCORDION SHUTTER BERTHA NN" A650riUoneha86r1yeteal 1LV, RUDE $1 W/ OR W/0 H.V WINDQW8ADE & H,V. BLADE #2 QEV. No DESORJPTION DATE Dravn 4y; F.P. /AG. OLD 07 -213 01/20/12 DATE: 01/20/12 2 3 4 DRAWING No 12 -019 9 SHEET 28A OF 28