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WS-12-994 (2)17— Vt.zs01 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: FO v7- N E 1Oo, 54r m 3.25'12 1 BY: FBC 20 nrm Permit No. ,V 1 -9.--3— 4f Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: 3 3 t 3 ' Folio/Parcel #: 11 _ 3 a.04, -- 0 3 `f - 00 80 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): i-'ra. 1 U Phone #: 3 0 7 r✓ /— / tre93 Address: E ©"?' /i (00 ea+- City: net 01; SA p re- State: Ee--- Zip: 3 3 / 3 9' Tenant/Lessee Name: J /PC Phone #: Email: CONTRACTOR: Company. Nam e :T on't � Il '` ' X gfite- Sd6 G =S Phone #: r 3 7 / ^ ( 5 Q Address: C 741 �t tliI et r), Tr'ec r City: 'Deer c; ° P e ccr State: FL Zip: `Is 3 q pd Qualifier Name: Re, ;e° 1.,E i Q i Zr Phone #: 5-y 3 7? 1 State Certification or Regis traction #: �C_ a if 6-45 j U Certificate of Competency #: Contact Phone #: 4O7 - 'lb R- 5-11 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ e 5-620 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ONew ORepair/Replace ODemolition Description of Work: - t'15 t I 13 at-LO rd ` ©I') 4144.+ Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * **+ Fees************* *** * ** ** ** ** ** ** * ** * * * **** *** ** GO Submittal Fee $ Permit Fee $ S s7 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ , ?XO' Bonding Company's Name (if applicable) I 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 CONDmONERS, 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 reins ction fee will be charged. Signature . Owner or Agent The fore piing instrument was acknowledged before me thisiSj' � day of y_ , 20 l 2-; by ROC/5 cA (J Signature ..Lc 12 at j Contractor The foregoing instrument was acknowledged before me thisZ3 /21'ER , day of /f Lf , 201, by who i ersonally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: gn rint: „So awEs Pri t: KELLY JULIAN KISOR IC My Commission Expires: JOHN ROGUES My Commission Expires: - STATE OF FLORIDA a� n tt,cp vOTARY PUBLIC .t ,,' Comm# EE149903 STATE OF FLORIDA Expires 3/10/2016 6649f 4149.+ x****+ x****** **********w ***********+ x+ xm• sx.a.*****+x*+x**+x**** APPROVED BY res 4/17/2016 Plans Examiner Zoning Structural Review Clerk (Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) LIMED POWER Ott ATTORNEC �s IT KNOWN, that art e'5 ("Principal") has made and appointed, and by these presents does malts and appoint T D At- Home Services. Inc, gib/., The Home Depot M Home Services and/or its agent SIC l�A -An. D• I PrL true and lawtw Attorney -la -Fad for hirrrrher and in hisiher name, place and stead, far the followints specific and limited outman To metals any and all documents reasonably accessary, Including without • 1lmitat /on any permit applkatlon; tor the sole, !Milk and limited purpose of obtaining s perm for home Improvements on bebaltotthe homeoweer(s) e /k and for the property I sated ab :fir __ Ell • V :. giving and granting said Attomey.Ln Fact, IWI power and authodty to do and pertains all and avow ad and thing whatsoever necessary to be done in and about the specific and limited premises (set out hereinabove) as b11y, to all intents and purposes, as might or cautd be done if personally present, with M1 power of substitution and revocations. hereby ratifying and confirming ail that said attorney shall tawdrily do or caw* to be dance by virtue hereof 4/WITNESS WHEREOF, 1 have hereunto set my hand and seal this %d day of , .20;. STATE 01: COUNTY OF ). 1, L. - Lt- It 1 .rte 14 , a Notary Public in and for the State of Florida, do hereby certify that FC Asu oho is either ( ) personally known to me, or () who provided Ft 'O r_ u identification, appeared before me this Jay in person and .uknowledged that helshe signed, sealed Ind delivered the said instrument rs his.her tree and voluntary authorized far the uses and purposes herein set forth. GIti ELI under my hand rnd utficial seal this this / Jay of 4 7 �fy ccinrnission expires: '1.....:. ;. r4... •... •• ;�.f y Pt,blic LAWRENCE M BURNETT MY COMMISSION • EE151851 EXPIRES December 08, 2015 (417i) 3i18•olt33 RIondalloimy$em e.oad NOTICE QE COMMENCEMENT A REM O= COPT MUST et P *Tm oN rms AVON K' TIM OP ftR$T *l 011 CFN: 20120368968 BOOK 28123 PAGE 1502 DATE:05/24/2012 09:36:51 AM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY PEAfvtIT NO TAX FOLIO NO. 113 20 !. b 3 41)0_80 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TIE UNDERSIGNED hereby gives notice that unprovernents will be made to certain real property, and in accordance with Chapter 713, Florida Statutes. the following information is provided In this Notice of Commencement I. Legal description of properly an S- y 2. Description of improvement d streetJaddress: 19 - Ja. /i Ate .l 1 Spar above reserved for use of recording oftic a. 33 K tel `- 3, Owner(s) name and address: Interest in property: °Whet+ Name and address of fee simple titleholder: 4. Can tort name : and . one jw lid , =1110 driii� ►�' 5. Surety: (Pay = bond required by onrrer from contractor, if any) Name. address and phone number. a .i IA Amount of bond $ 6.'Lender s name and address: 7, Persons within the State of Florida designated by Owner upon whore notices or other documents may be served as provided by Section 713.13(1)(a)1,, Florida Statutes. ' Name, address and phone number Il..If it In addition to himself, Owners designates the following person(s) to receive a copy of the Llenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: ben. 3A3 9. Expiration date of this Notice of Commencement: the expiration date is 1 year front The date of recording unless a (Weerent that is apecifed) WARNING TO OWNEli ANY PAYMENTS MADE WINE OWNER AFTER THE EXPIRATION OF THE NOTICE.OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I SECTION 713.3. FLORIDA STATt1TESJ AND .BEE 11 THIN t(f]I IA_C18�/I�y{Q.TWICC,—FsSFf IMP- i.. E aZ✓E. Ji!..... + . 1..'- •. n a. _.r, :...,, @r• E torame ft:m r'NIt9'9?"a' E ! JV THE JOB SITE BEFORE THE 'PM SPECTIQN. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY PR IEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE 0 COM 7 ... ENT: • Print Name .#--oa,r .etas Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The f egoing instrument gags ack By .ividually, or rt) -es— PersonFaliy known. or rector/partner /Man red �y a t )balm.. jut' rid ' ri/kes Print Name y. trek- &lic 0.. 11)4t 0-14 ei 1 add Tess, oewledged before me this day of .44.1,01 for - educed the following type of identification: Signature of Notary Public: Print Name: j+` (SEAL) VERIFICATION PURSUANT TO SECTIOK92.21,..MRIOAVAIMS Under penalties of perjury, I declare that i have read the foregoing and Ih:1t the facts stated in it are true, to the best of my knowledge and belief. Signaturo(s) of • ' ■ ._ _ -•- or Owner(s) dir Sy_ rrnt.sr t..1* 1'.., - !' Pori • �cer/Director /Pnrtner/Manager who signed above: AC biomes .•: 4 my COMPASSION EE151851 EXPIRES December 011, 2015 reftlatal.0163 rma istyoau vas som y Miami -Dade My Home My Home fa..... '41 + e-go ? Show Me: Property Information Search By: Select Item 61 Text only Property Appraiser Tax Estimator LIProperty Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206 - 034 -0080 Property: 802 NE 100 ST Mailing FRANCIS R CARTER &W Address: ALBA Living Units: 802 NE 100 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138 -2512 Property Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,760 Lot Size: 11,224.16 SQ FT Year Built: 1951 $50,000/ 5 -6 53 42 MIAMI SHORES SEC 8 PB 14- Legal 33 LOT 11 & W1/2 OF 10 Description: BLK 169 LOT SIZE 95.120 X 118 OR 18990- $140,243 0557 01 2000 1 OR $50,000/ 18990 -0557 0100 00 Assessment Information: Year: 2011 2010 Land Value: $134,289 $168,090 Building Value: $158,451 $159,475 Market Value: $292,740 $327,565 Assessed Value: $193,096 $190,243 Exemption Information: Taxable Value Information: Year: 2011 2010 Homestead:: 2nd Homestead: $25,000 $25,000 YES MOM Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $143,096 $140,243 County: $50,000/ $50,000/ $143,096 $140,243 City: $50,000/ $50,000/ $143,096 $140,243 School Board: $25,000/ $25,000/ $168,096 $165,243 Sale Information: Page 1 of 2 ACTIVE TOOL- SELECT Aerial Photography - 2009 0 112ft My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 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. At rights reserved. http: / /gisims2. miamidade .gov /myhome /propmap.asp Legend • Property ▪ Boundary Selected Property 0^1 Street Highway Miami -Dade County Water 5/21/2012 Miami -Dade My Home Page 2 of 2 s®1/2000 ,,162,000 X18990 -0557_ Sales ualiflcation Sales which are qualified Description: 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 http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/21/2012 3052552171 Item 7 • Bedroom 88.75x72 NOA 11- 1222.03 36.4 / -39.8 Item 6 Bedroom 46.5 x 48 NOA 11- 1222.03 39.0 / -42.4 Item 5 Bedroom 62.75 x 60 NOA 11- 1222.03 37.7 / -41.1 . vvINDoW CilAG E6 JOB 0 c 2. Z. i.;2--- • Item10 • Family 85.5 x 9C • NOA 11 -1 35.9 / -39.3 ° • • Item 8 Ite Family Fa 855x72 85.5x NOA 11- 1222.03 NO 36.4 / -39.8 35 D� _ ■ , Item 11 . . . /w�r111 e , Living Room rre�/ 62.75 x 60 . • : - • - . . . , • : . NOA 11- 1222.03 ALL ITEMS ARE ° p • ACCORDION SHUTTERS, . • : , . . , . .. • . 12 08':''14.2 -u uvvL.S.1 rc E • • • c14): : . .„ • 3,/ ...... • • • - .. ; .C.1 .;* (4,2Lzt). ..... ........... • .�--; Items- $.. Item 2 Kitchen item 13 - :3Nt em 12 Bedroom 46.5 x 47 Foyer Foyer 62.75x60 46.5x48 NOA 11- 1222.03• • . • • 88.75 x 60 NOA 11- 1222.03 x 39.0 / 42.4 X NOA 11- 1222.03 OA 11- 1222.03 37.7 / -41.1 9.0 /112-41-122422.03 42.4 �..° ' 36.8 J -40.2 Mean Roof Height 1� Z 1 j oat Height BuildirFg Width t Roof Slope Building Langih Z • X 1 la s Ship - to: THD Order Date: Phone #: Fax #: HOME SERVICES THD AT- HOME - SERVICES, INC. Storm Protection Order Form (Miami only) Project Coordinator: Customer Name: CARTER Job #: 6252202 Page: 1 of 1 Item # (same as on specification sheet) Style (AP, AS)* o U Rough Size Finished Size tn c cis d 4k Stack # of Blades Lock TOP TRACK BOTTOM TRACK TRACK Anchor Type Anchor Spacing TYPE OF TRACK Anchor Type* i=- § Height (in) .c § Height (in) _1 .c it Inside (Inches up from bottom Top Locking Rods (8" 12" 18" 24" 38" 48 ") Bottom Locking Rods (8" 12" 18" 24" 36" 48 ") Outside (Inches up from bottom) r N t"Tf i Ceiling (No Build Outs) Ceiling & 2x5 Angle Wall (318", 1", 2 ") Walk Over Adjustable Floor Ceiling & 2x5 Angle 1 AS WH 39 39 46.5 47 50% 50% C HD2 T 6 HV1 T 2 AS WH 57 63 62.75 60 C HD2 T 6 HV1 T 3 AS WH 37 51 46.5 60 C HV1 T 6 HV1 T 4 AS WH 37 51 46.5 60 C HV1 T 6 HV1 T 5 AS WH 51 51 62.75 60 C HV1 HV1 6 AS WH 37 37 46.5 48 C HV1 HV1 7 AS WH 74 63 88.75 72 C HV1 HV1 8 AS WH 74 63 85.5 72 C HV1 WO 9 AS WH 71 85 85.5 90 C HV1 WO 10 AS WH 71 85 85.5 90 C HV1 HV1 11 AS WH 74 63 62.75 60 C HV1 HV1 12 AS WH 59 39 46.5 48 C 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: ANCHOR SPACING ~ Ship - to: THD Order Date: Phone #: Fax #: HOME SERVICES THD AT- HOME - SERVICES, INC. Storm Protection Order Form (Miami only) Project Coordinator Customer Name: CARTER Job #: 6252202 Page: 1 of 1 Item # (same as on specification sheet) Style (AP, AS)* 1 o U Rough Size Finished Size 0 0 .- Stack # of Blades Lock TOP TRACK BOTTOM TRACK I TRACK Anchor Type Anchor Spacing TYPE OF TRACK Anchor Type* x 0 § Height (in) C .c v Height (in) J Right Inside (Inches up from bottom Top Locking Rods (6" 12" 18" 24" 36" 48 ") Bottom Locking Rods (8" 12" 18" 24" 36" 48 ") Outside (Inches up from bottom) Wall (318 ",1 ", 2 ") Ceiling (No Build Outs) Ceiling & 2x5 Angle r N e 3 Walk Over Adjustable Floor Ceiling & 2x5 Angle 13 AS WH 76 57 88.75 60 50% 50% 36 12 C HV1 T 6 HV1 T 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 She: I have reviewed and approve of the job specifications described above: QTY: Customer Signature: Date: ANCHOR SPACING 04/09/2012 - 4:42pm gabrlels F:\01 Project F11ea\. 2010- MPS\400 Wind Chart&Reference \00- 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 15 20 Tributa Area • Ft.�x��'�° "w��`a f '_ ^ '.--7••"7.-- 25 30 0 -15 ft 0-15ft -43.4 +40.1 42.4 +39.0 41.6 +38.2 - 41.1 +37.7 - 40.6 +37.2 -4 + 16ft -44.0 +40.6 - 43.0 +39.5 - 42.2 +38.8 - 41.6 +38.2 41.1 +37.7 + - 48.6 +37.7 tF .i nc. 17 ft - 44.6 +41.1 - 43.5 +40.0 -42.8 +39.3 - 42.2 +38.7 41.7 +38.2 -41-.-"A +37.8 • ®' +37 47.6 +37.4 +.3 6.8 18 ft 45.1 +41.6 - 44.0 +40.5 43.3 +39.7 42.7 +39.1 -42.2 +38.6 • : •2,� - 48.9 +38.2 - 48.2 +37.9 - 47.6 +37.5 47.0 +37.3 19 ft 19 ft -45.7 +42.1 - 44.6 +41.0 43.8 +40.2 - 43.2 +39.6 -42.7 +39.1 -42 ± +38.7 q,, +38.3 +38.0 +37.7 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 Zl 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 - 44.5 +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 +41.8 - 44.9 +41.2 -44.4 +403 - 44.0 +40.3 - 43.6 +39.9 - 43.3 +39.5 -43.0 +392 24 ft -0.0 +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 7.6 +43.8 -46.8 +42.9 - 46.1 +42.3 - 45.6 +41.8 45.1 +41.3 -44.7 +40.9 4 -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 -54.1 +42.3 4 5 4 � % • e ° 29ft -49.9 +46.0 -48.7 +44.8 -47.8 +43.9 472 +43.3 -46.6 +42.7 • .2 &�;` -53.0 +41.8 ^�) 32 ft 30 ft `50.3 +46.3 49.0 +45.1 -48.2 +44.3 -47.5 +43.6 -47.0 +43.0 • 4`."4 +43.2 +: +42. ^ _ . X2.1 32 ft -51.0 +47.0 49.7 +45.7 48.8 +44.9 48.2 +44.2 47.6 +43.6 35 ft -51.9 +47.9 -50.7 +46.6 49.8 +45.7 49.1 +45.0 -48.5 +44.5 x • .I " -58.9 +45.7 t Y. 40 ft -53.4 +49.2 - 52.1 +47.9 -51.2 +47.0 -50.5 +46.3 49.9 +45,7 49 4. +45.2 • „„ - +44.8 - • °(.:, +44.4 +44.1 45 ft -54.8 +50.5 -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 +49.5 -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 0 4 O a 0 r O O U7 I1 O F -P j 8 6) REMARKS DRWN CHKD EXTERIOR ZONE 5 PRESSURES Mean Roof fight DESIGN PRESSURES (PSF) - ZONE 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -53.6 +40.1 -51.5 +39.0 - 50.0 +38.2 -48.9 +37.7 47.9 +37.2 47.1 +36.8 -46.4 +36.4 - 45.8 +36.1 -45.2 +35.9 16 ft -54.4 +40.6 -52.2 +393 -50.7 +38.8 - 49.5 +38.2 - 48.6 +37.7 47.7 +37.3 - 47.0 +36.9 46.4 +36.6 -45.9 +36.4 17 ft -55.1 +41.1 -52.9 +40.0 -51.4 +39.3 - 50.2 +38.7 49.2 +38.2 - 48.4 +37.8 47.6 +37.4 47.0 +37.1 -46.5 +36.8 1 p� -55.7 +41.6 -53.5 +40.5 -52.0 +39.7 - 50.8 +39.1 49.8 +38.6 - 48.9 +38.2 - 48.2 +37.9 - 47.6 +37.5 47.0 +37.3 19 ft -56.4 +42.1 -54.1 +41.0 -52.6 +40.2 -51.4 +39.6 -50.4 +39.1 - 49.5 +38.7 - 48.8 +38.3 - 48.1 +38.0 47.6 +37.7 20 ft -57.0 +42.6 -54.7 +41.4 -53.1 +40.6 -51.9 +40.0 -50.9 +39.5 -50.0 +39.1 - 49.3 +38.7 - 48.7 +38.4 -48.1 +38.1 21 ft -57.6 +43.0 -55.3 +4t9 -53.7 +41.1 -52.4 tr -51.4 "� F'•. V A.9_,_.% - 49.2 '!Ti:- -48.6 +383 22 ft -58.1 +43.4 -55.8 +42.3 -54.2 +41.5 ; + (a�; + p^ t., ® °i.6 9.2 49.0 +38.9 23 ft 24 ft -58.7 +43.8 -59.2 +44.2 -56.4 +42.7 -56.9 +43.1 -54.7 +41.8 -55.2 +42.2 ' a. 1 - 5 +41.6 _ -dt5 +41. r'a cx� -_ . • ei i "� b / , 2 r.2 0.1 ; ., °, -49.5 +39.2 ' T +39.9 -50.0 +394 25 ft -59.7 +444 -57.4 +43.4 -55.7 +42.6 • ' 9.9 26 ft -60.2 +45.0 -57.8 +43.8 -56.2 +429 - 54 ,- +42.3 , „,wl'l +41.8 +41.3 'j +40,9 +40.6 -50.8 +40.3 27 ft -6117 +45.3 -58.3 +44.1 -56.6 +43.3 -55.3 +42.6 -54.2 +42.1 -53.3 +41.6 -52.5 +41.2 - 51.8 +40.9 -51.2 +40.6 8 ft -61.2 +45.7 -58.8 +44,5 -57.0 +43.6 -55.7 +43.0 -54.6 +42.4 -53.7 +42.0 -52.9 +41.6 -52.2 +41.2 -51.6 +4119 29ft -61.6 +46.0 -59.2 +44.8 -57.5 +43.9 -56.1 +43.3 -55.0 +42.7 -54.1 +42.3 -53.3 +41.9 -52.6 +41.5 -52.0 +41.2 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 +42.2 -53.0 +41.8 -52.4 +4L5 32 ft -62.9 +47.0 -60.4 +45.7 -58.7 +44.9 -57.3 +44.2 -56.2 +43.6 -55.3 +43.2 -54.4 +423 -53.7 +42.4 -53.1 +42.1 - . -64.1 +47.9 -61.6 +46.6 -59.8 +45.7 -58.4 +45.0 -57.3 +443 -56.3 +44.0 -55.5 +43.6 -54.7 +43.2 -54.1 +42.9 40 ft -65.9 +49.2 -63.3 +47.9 -61.5 +47.0 -60.1 +46.3 -58.9 +45.7 -57.9 +45.2 -57.1 +44.8 -56.3 +44.4 -55.6 +44.1 45 ft -67.6 +50.5 -64.9 +49.1 -63.0 +48.2 -61.6 +473 -60.4 +46.9 -59.4 +46.4 -58.5 +45.9 -57.7 +453 -57.0 +45.2 50 ft -69.1 +51.6 -66.4 +50.2 -64.4 +49.3 -63.0 +48.5 -61.7 +47.9 -60.7 +47.4 -59.8 +47.0 -59.0 +46.6 -58.3 +46.2 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 +53.6 -69.0 +52.2 -67.0 +51.2 -65.4 +50.4 -64.1 +49.8 -63.1 +49.3 -62.1 +48.8 -61.3 +48.4 -60.6 +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, P.E. "ALTERATIONS, ADDmONS, HIGHUGHTNG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEFINED AS THE USE OF CRITICAL C• �fi'p ••. 2. TABLES VALID 0 G`( 3. TABLES VALID F R" ®. LESS THAN 10° SHA 4. IDENTIFY THE B (gor CANNOT BE IDE t 5. ALWAYS ROUND ' ='.�• ®° 6. CALCULATE THE TRI .' THE SPAN LENGTH (HEIGHT) M THAN ONE -THIRD SP OPENINGS ONLY- AREA OF AN OPE 1 ' BE USED. ALWAYS RO TRIBUTARY AREAS TH • ' ` B i SH D,' i -- -iT` GEST 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 LI ' ?,N+�l�r_,!.. • D VERIFIED BY THE GOVERNING FOR APPLICABILITY OF TABLE MRH 5 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 ING IN QUESTION (HEIGHT * WIDTH) OR Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY E, • CRITICAL (10 SQUARE FEET) SHALL t0 THE LESSER TABLE VALUE. FOR LARGER BUILDING DEPARTM f '� VALUE USE IS OFFE • 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS TO'B =:& 6. ADHERE TO ALL 4e . 7. NO CERTIFICATI6 8. EXCEPT AS EXPRESSLY P AFFIRMATIONS ARE INTENDED. R ANY PRODUCT APPROVED MITFED TEST CRITERIA AND OTHER MATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. NO ADDmONAL CERTIFICATIONS OR a= 10% OF • L'',?r•17I' f la.,�' fl 3fi mu a?:i d" •' 19x ; s w yi RH, WHICHEVER IS SMA a)' . 5? LEAST HORIZONTAL DIMENSION OR 3FT (1 S O ' -a -°' 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 I.7a1jtC 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 89886 M BAMIDADE DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE OA. ech, Inc. 7635 West 2 "d Court Hialeah, Florida 3301 COPE: 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 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.miamidade.ttov /building ESCRIPTION: "Bertha IIV "Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. -i t e aximum mpact I-IV 1 HV2 Accordion Shutter", sheets 1 through 28 of 28, and sht. 28A of 28, prepared by Tilteeo, Inc., dated January 20, 2012, signed and sealed by Walter A. Tillit Jr.,P,E.,•cn January 20, 2012 bearing the Miami -Dade County Product Control Approval stamp with the .Notice of Acceptance nu e • • - • = = - < - -. Miami -Dade County Product Control Section. -'` MISSILE TING:. Large and Small Missile Impact Resistan nufac 0. re 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 of this 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 of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page B -1 as well as approval document mentioned above, The submitted documentation was reviewed by R Inky A. Mahar, M.S., P.E. MIAMI•DADE COUNTY APPROVED NOA No. 11- 1222.03 Expiration Date: 04/26/2017 Approval Date: 04/26/2012 Page Metal Tech, Inc. NOTICE OF ACCEPTANCE; . EVIDENCE SUBMITTED DRAWINGS 1. Drawing No. 12 -019, titled " Maximum Impact .HVI HT/2 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. 3 TESTS 1. See Association's generic approval under 11-1676. • CALCULATIONS 1. See Association's generic approval under 11- 1676. }. QUALITY ASSURANCE 1. By Miami -Dade County Department of Environment, and Regulatory Affairs (PERA). . MATERIAL CERTIFICATIONS 1. See - Association's generic approval under 11 -1676. • STATEMENTS. 1. Release letter issued by the American Shutter System Association, dated January 27, 2012, certibling 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. Walte r A. Tillit, Jr., P.E., certifyinng that the drawing (No. 12-019) prepared for Metal Tech, Inc. is engineering wise identical to ASSA's generic drawing (No. 11-111). 1 r �..:. 1 e my A. Makar, M.S., P.E. PERA, Product Control Unit Supervisor ._ NOA No, 11- 1222.03 Expiration mate: 04/26/2017 Approval Date: 04/26/2012 GENERAL NOTES: 1; BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEH VERIFIED FOR COMPLIANCE 111 ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING 0000. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT VELOCITY HURRICANE ZONES. DESIGN WIND ' LOADS SHALL BE DETERMINED AS PER SECTION 1820' OF THE ABOVE MENTIONED CODES, USING ASCE 7 -05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC & ASCE. 7 -10 FOR INSTALLATIONS UNDER 2010 f511 AND SHALL, NOT EXCEED THE MAXIMUM (A.s.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 & 21 21 28 & 28A. IN ORDER TO VERIFY THE ABOVE CONDMONL ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7 -10 S1ALL.80 PEW REDUCED TO A.S.D. DESIGN WIND LOADS BY 14UL11PLYING THEM BY 0.8 iN ORDER TO COMPARE THESE 5/ MAX.. (AS.D) DESIGN PRESSURE "LATINOS INDICATED ON SHEETS 12 THRU 17 & 25, 28, 28 & 26A. US ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D.; AS TESTED, WERE NOT OVER STRESSED, A 33 %: INCREASE 114 A 021110L5 STRESS FOR WINO LOADS WAS j(Qj USED IN THEIR ANALYSIS. BERTHAH.V, ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD. HAS BEEN 'VERIFIED IN ACCORDANCE WITH SECTI01110260F. THE ABOVE MENTIONED, GODES AS PER ATL REPORTS:; : - .. ._ - 44V 1(LADE 1® 0021401- 0300715.01 -03, 01004.01 -05. 01214.01 -05 00317.02 -06 AND 00809.01 -10 AS PER 708 201, TAS 202 A140 TAS 203 PROT000L5 . .,-FN- WINDOW BLADE d, lit-1505.01-0B AS PER TAS 201, 202 & 203 PRQT000L5 AND 0725.01 -08 AS PER TAS 202 PROT0001.. -HV BLADE 0 00422.01- 05 -.AS PER TAS 201, TA3 202 AND .TAS 203•PROTOCOLS. 2. HV BLADE CI)ANO HV 8LAOE 0ARE ENGINEERED TO WORK W: UNISON WITH EACH OTHER W AREAS WHERE THE DESK,IN- PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4. EACH WIND MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH 500110N 5, OF ASCE 7-05 STANDARD (FBC 2007) & ASCE 7 -10 (080 2010). ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE CORRESPONDING WIND ZONE. THIS SHASI. INCLUDE REQUIREMENTS FOR MIN. SEPARATION 70 CLASS.. DELNBTATIoN OF -WIND ZONES 4 AND 8 AS WELL AS 'VAUCTK OF COMPONENTS FOR NN BLAOE01 . & ()ACCORDION SHUTTERS SYSTEMS 0011 EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED .ENGINEER OR ARCHITECT BA5E0 ON BUILDING CONFIGURATION AND ASCE 7 STANDARD, AND 'SHALL 8E SUBMITTED TO THE,8U41DW0 OFFICIAL AT THE TIME PERMIT I5 APPLIED FOR. ... HV BLADE AND HV WINDOW BLADE ®.: ARE ALSO ENGINEERED 10 WORK 54 UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. 1 BERTHA H,V, ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 0 14X2.75 AND 0 14X1,75 RESPECTIVELY, 410 -HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 kal YIELD STRENGTH AND 160 kai TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS.. REOI541KE0 WITH A 451140AN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE 14V MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE .ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6053 -T6 ALLAY I5 31.7 k l AND 35.7 k4 FOR 80115 -T5 ALLOY. 5. ALL SCREWS TO BE 57AINLE59 STEEL 304 OR 318 AIM SERIES OR 001105101 RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 80 kal MIN. ,YIELD STRENGTH AND 90 1 4 MIN. TENSILE STRENGTH AND TO COMPLY W/ F8C SECTION 2411.3.3.4. 5 - BOLTS 10 BED ASTM A -307 GALVANIZED STEEL, OR AISI 304 .OR 316 SERIES .STAINLESS STEEL WITH 38 we MINIMUM YIELD STRENGTH. 7. sEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONSI HV RLADE t®, 13, 14, 15,:18, 17 AND 28A. HV 8L110002 : 28. HV BLADE 0 & (j t WORKING IN UNISON:. 11 14.& 15. B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 176'776,552. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART 81' U.S. PATENT 05'458,179 ISSUED T0; EASTERN METAL SUPPLY.. INC. .. 9. 17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 9S TO BE ATTACHED TO INSURE PROPER ANCHORAGE. - CONTRACTOR 70 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU- FASTENING IN C0NaNUOUS CONTACT - WITH THE BUILDING TO PREVENT - WIND /RAIN INTRUSION.' To. EACH UN10 MUST BEAR PERMANENT LABEL IN A.VISIBLE PLACE WITH WARNLNO NO1E: DURING PERIODS. OF HURRICANE WARNING5 10ME OWNER,•TENPNT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND 11) CENTERMATES AND ENGAGE 011 . -LOCK, 11. A' PERMANENT; SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAIL. APPROXIMATELY 4. BELOW T1{0 TOP OF SUCH RAIL LABEL. SHAH READ A5:, FOLLOWSI. • METAL TECH,:..iNG. . . HIALEALL,. 71. MIAMI - OAOE 0011111? PRODUCT 00(441104. APPROVED. .. 2. 'BERTHA H.V. _ACC0RD10N SHUTTER SYSTEMS .INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING: PLUS ANY SHILDINC AND 13. 0-.0' 17.11.. PREPARED BY TNIS'ENGINEER IS. DEt4ER40 AND DOES NOT PROVIDE INFORMATION FOR. A SITE SPECIFIC PROJECT: La. WHERE TABLE OF CONTENTS AKA 1' HV BLADES Cis dA 8c Q GENERAL NOTES . SHEET 1 SYSTEM COMPONENTS 1 -20 • SHEET 2 SYSTEM COMPONENTS 21 -37 SHEET 3 SHUTTER ASSEMBLY 38-43 -SHEET 4 • • AREA 2' HV BLADE () AND HV WINDQW BLADE (mil • .(WHRE APPLIC6BLE) TYPICAL, 5HUTTER, ELEVATION & NOTES 014 LOCKS : SHEEP 5 INSTALLATION DETAILS CONCRETE /BLOCK f HEET 6 INSTALLATION DETAILS F -1, CONCRETE /BLOCK.. SHEET 7 CENTERMATE.DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS NV- .. SHEET 9 • OENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1 -5, CONCRETE /BLOCK SHEET 11 MAXIMUM SPAN. TABLES SHEET 12` ANCHOR SCHEDULE- CONCRETE &B10CK' . SHEET 13 ANCHOR SCHEDULE CONCRETE &BLOCK SHEET : 14 ANCHOR SCHEDULE-. CONCRETE & BLOCK SHEET 15 ANCHOR SCHEDULE- WOOD • - 0(4517-15 2001405 SCHEDULE- WOOD SHEET 17. INSTALLATION DETAILS M -R.: WOOD SHEEP 18 INSTALLATION DETAILS S -X, WOOD SHEET 19 END CONNECTION DETAILS. ? -12& X, WOOD SHEET 20 (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND :5NS7Al1AT10N 1N0LU11340 1IFE SAFETY OF THIS PRODUCT, 8A5E0 `FROM THE CONDITIONS DETAILED: ON THIS DOCUMENT..: 00145TRUCTION' SAFELY AT SITE IS THE CONTRACTOR'S RE5PDNSIBIL.LIY.' , :(c) :7 13 P.A.D WILL BE CONSIDERED INVALID IF A1TEREO BY ANY MEANS. (d): SITE SPECIF10 PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT 5HICH WILL BECOME THE ENGINEER OF RECORD (E.0.R) FOR 714E PROJECT AND WHO WIL1 :8E. RESPONSIBLE FOB THE PROPER USE OF 114E P.A.D,. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO .THE. P.A.D. ENGINEER SHALL SUBMIT TO THLS LATTER THE SITE SPECIFIC DRAWINGS 0044 REVIEW. _ (a) THIS 17.A.O.- 5NALI. BFAR,11-IE DATE.ANO 05403NL'5EAL AND SIGNATURE DP THE'PRGFES510NAL ENGINEER OF RECORD THAT PREPARED IT. 20(41(40 REGULATIONS PROVIDED SY THE JURISDICTION. THE SITE CONDITIONS - DEVIATE' (11014 THE. P.A.D. ... ON THIS P.A.D., - PROVIDED HE/SHE ODES NOT DEVIATE 4's�Q:•�GENS�: v�$ P -1, %SE E . ,,•ke ,o. 'O N �1, P.E. ' SFALAGNATURE /DATE AREA 3: HV BI AD (2) ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET' 21'' 8457111IATION DETAILS' AA -GG, CONCRETE SHEET 22 CENTERMATE DETAILS HD - - SHEET. 23 END CONNECTION DETAILS 1 -8 & 3, CONCRETE /BLOCK : SHEET 24 MAXIMUM SPAN TABLES - . SHEET 25- ANCHOR SCHEDULE, CONCRETE - SHEET 26`` AREA 4: HV WINDOW BIADE (f ONLY TYPICAL WINDOW BLADE & WINDOW' DETAIL SHEET 27 SHUTTER ELEVATION SHEET 28 AREA 5' I-1V WINDOW BLA'. © ONLY DETAILS. METAL STUD WALLS SHEET 28A FLORIDA BUILDING CODE (i)igh- Velocity Iluiricone ma. '. TILUT TESTIIN10 85 ENGINEERING COMPANY. 8350.8.5. 351h. Dt., 51e, .306, VIRD5115 DARDEN6, FLORIDA 33185' Phone l (308)871 -1530. Fox ; (308)871 -1531 • a-moll; 18tessOooL505, EB- 0008719 .WA1156 A. 711177 Jr. P. E. FLORIDA Uo. 0 44167 METAL TECliv INC (ASSA $ 26) 7835 WEST 2 COURT HIALEAH, Pl. 33014 PH (3o5) 823 2323,FAX' (3°5) 826 -7979 ©y20012 EASTERN. METAL SUPPLY, INC. MAXIMUM tlMPAC T HV'I H44SFZ ACCORDION SHUTTER 88RTHA HV j1 Accordion Sh1d16rSystatn H.V BLADE 71 1V OR 0 .H.V WI 50' BLADE & H.V. BLADE - 1. REV. No 0E5CNP11011 .ATE Drown by: F.P. A.G. Zone OLD 07 -213 01/20/12 DATE: 01/20/12 DRAWING No 5 8 12-019 S ET 1H .041 29 ®HV SOLID _BADE COV. D UNDER US PATENT # 5458179. 1A HY WINDOW. BLADE* • OOVERED SEE LIMITATIONS OF USE OF BLADE la ON SHEET 28 6Q63 -TB ALLOY AND TEMPER.' - 0.072' 0.072" I. 3.226° HV 'ADJ. FLOOR TRACK OUAUF ED FOR` SE W ..HV ,. BLADE [t} A & 6063+-76 ALLOY AND TEMPER. 1.81 HV BLADE I1NDER'US PATENT 5458' D05 -T5 ALLOY AND T MPER 3�HV UNIVERSAL FLOATER QUALIFIED • FOR USE W/ HV 'BLADE 1®& �'e 5005 -15 ALLOY ANO TEMPER j_ 0 HV DIRECT MOUNT QUALIFIED FAR SEW HV BLADE W, &d? 5083 -09 ALLAY AND TEMPER HV ,90 "/180' STARTER QUALIFIED FOR SE W By 18 40 TEA 6063 -78 ALLOY D 7EA PER HY ADJ. ADAPTER W /LIP gUALWIEEDDEF R �SE W, HV 6063 -49 ALLOY AND TEMPER 01-W WALK -OVER TRACK 2UAUF1ED FOR USE W/ HV BtADE01 & 20 6083 -16 ALLOY AND TEMPER VAR ES - .1.920 1.- )}-1V TRENCH TRACK QUALIFIED FOR USE W/ FIV BLADE 0 ONLY. 6063 -16 ALLOY AND TEMPER VARIES 1.836" 3 HY RAINGUARD QUAUFIED FOR USE W / .HV 6053-T6 ALLOY AND TEMPER 2.035 "' HV 'CEILING HEADER QUALIFIED FOR USE W/ HV BLADE W & alp SEE SECTIONS FOR_ VALIDITY 50¢.8-T¢ ALLOY AND TEMPER HV HEADER /SILL QUALIFIED FO USE W/ HV BLADE (13& SEE SECTION FOR AUDITY 6063 -06 ALL R HD CEILING HEADER /SILL, QUALIFIED FO) USE W/ HV . BLADE Ct? & SEE SECTIONS FOR VALIDITY 6063 -T8 ALLOY AND TEMPER ) HO WALL'HEADER /SILT, QUALIFIED FOR USE W/ HV BLADE 1 & SEE SECTION FOR AUDITY 23-T6 ALLOY ARO TEMPER SHD CEILING HEAR /SILL QUALIFIED F' R USE W HV BLADE ).tl� & 6063 -06 ALLOY AND TEMPER MIN, X MK"( IAN. t k 6i, SIDE ANGLES UALIFIED F�R USE W'' HV BLADE IV,® &� 6023- -T6 ALLOY AND TEMPER; ALUMIl*U.M ANGLES' QUALIFIED gFOR USE WU/�pp) NV 50631275(ALELDY AWbD'fWER SLAOE 00MPQNEWT A 5 T1 ' 02 " 105 1ED 1/5° 1/8° }Dr() ...1t6 2 °.. 5' MAB. 0192° 0.192':, HV 20 t8 2.6" T. MAX. 0.190" 0.160' NVQ 0,125" TILUT. TESTING & ENGINEERING COMPANY 9355 N.W.. 3665. SL, Sle. 300. '26056 03693335, mom 3310 . ' Phone l (345)671 -1639 ,:Fox 1 (305)571 -1531 • e -ma14 5ltacoeaol.oam '.ER- DODB719 'WALTER A. 1ILUT dr. P. E. • -: Tto5019 uo. g: 44167: 0 CORNER PASTS . QUALIFIED FOR USE W HV BLADE , .(j &(22 6063- 06•ALLOY AND' TEMPER . . • FLORIDA BUILDING CODE (High Velocity Hurricane Zone . 002012 EASTERN 1,IE7AL SUPPLY, INC. METAL TECH# INC.. (AsSA # 26) 7635 WEST 2 COURT HIALEAH. FL 33014 PH (305) 823- 2323'FA( (305) 826 -7979 MAXIMUM IMPACT 1-IV'B 141/2 ACCORDION SHUTTER ' ORRTHA NV'" Accordion Shutter Ryden H.V. MADE #1 W/ DR W 0 11,V WINDOW BLADE & HV. BLADE b2 310050 tiy: F.P. /A.O. DATE: .01/20/12 2050016110N OLD 07 -213 01/20/12 DRAWING No 12-019 4 .78 "' .745° 21 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE®& 13 ONLY 6083 -T6. ALLOY AND TEMPER J L7 PLAN FRONT ELEVATION 1OCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ I'!V BLADE ®ONLY 8003 -T6 ALLOY AND TEMPER HD CENTERMATE W/ N9 QUALIFIED FOR USE W/ HV BLADE 6083 -78 ALLOY AND TEMPER,_ VARIES ' 13' MIN. Cl(1 FOETAL THUMBSCREW /e'R -18' (SEE DETAILS) G ROD } LOCKING ROD A QUALIFIED FOR A�UUSE W ' HV 8063- 75�AOLLOT AND &TE ER Ls : SS' INSTALLATION WILL REQUIRE A 7/16 HOLE. DRILLED AT TRACKS FOR PROPER EMBEDMENT' QU 0" e HV FLOATING CENTERMATE' EO FOR USE W/ HV BLADE 1 & 1 ONLY 8063- 78'ALLOY -AND TEMPE HV MALE "T"' LOCK CENTERMATE QUAUFIED FOR USE. W/ HV BLADE OONLY 6063 -78 ALLOY AND TEMPER. • S HD CENTERMATE W/ Lop 111O QUALIFIED FOR USE W/ HV BLADECCI..?? :& 8085.46 ALLOY AND TEMPER 375'6 ;HV 3/B'0-1 5_ACETAL THUMBSCREWS QUALIFIED FOR USE W/ 4-W BLADE D& Q 110LVI``L�„stY AC rl MIAMI —DADE' COUNTY' �UAI.'GT 11'1 P,E. SEArmag LIRE /DATE HV CORNER CENTERM FIED FOR USE W/ HV BLADE 60,63 -T8 ALLOY AND TEMPER iimnammmi, my' E ONLY FIAT .81.481 (2 TIP.) ' HV FEMALE "T" LOCK CENTERMATE. QUALIFIED FOR USE W/ HV 8LADE 1 ONLY 8083 -T6 ALLOY AND 166406 ' • 3.184 .40 .318 • 1111111111111 NNW HD'CENTERMATE'S INSERT Q LWE0 FOR USE W HV BLADE°, (3)&0 8003 -T6 ALLOY D TEMPER 1/2' 1/4 °0. HV 1/4" 0- 20'AIS1 304 FRIES S.S. THUMBSCf3EWyS_ QUAUFIED FOR USE W/ NV BLADE CI) & DIE CAST HOUS984 ENAMEL BAKED PA44180 r 4 HY QUALIFIED BLADE( tit �.r °iP® Ifflgi BRASS CYLNDER & KEY. (CHROME PLATED) LOCK OR USE W/ NY & 10 ONLY. PLASTIC MEAD MOLDED TO SCREW HV "T" LOCK QUALIFIED FOR USE W /HV BLADE Q ONLY. 000 0)0 CA.Br HOUSING 611488).. BARED PAINTED CRESS 7Uf KNOB. BRASS CYLINDER . - (CHROME' PLATED) ■ NY EGRESS LOCK. QUALIFIED OR USE W/ HV • BLADE 1 & ONLY. • 290` Q D. 18 -1 ..1-380' AFTER RIVETING BEFORE RIVETING • 1/4 "x-20 x 3/4" 1 �� ^ , °2C RWNUT4- S.S. THUMBSCREW / 5ERIES 9444 ALUMINUM :(2024 -13 ALLOY) 1.41200 '91..41400 71-$0 SHEET NOT6687. PART #'0820. AS MANUFACTURED pY A7OEI. CHERRY 18)4088, PARS1PPENY NEW 4E08E7 07004 DR EQUAL. ®`HV ALTERNATIVE LACK • QUAUFIED FOR USE W/ HV • BLADE (1,) ONLY:' THUMBTURN -: CYLINDER DR. KEY CYLINDER 0.876" 14n. 1 .125" Mo .. 78'.: Max. THUUOTURN CYLINOE8 OR KEY CYLINDER 54 HD LOCK BY REGENT LIARIn4ARE MORTISE LOCKS SERIES. 2333 HOOK 5047 10CK:. QUALIFIED FOR USE W/ IIV BLADE 1U & Q FLOR DA BUILDING CODE HI 1, V40tacit Hurricane Zone © 2012' EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 EIV2 ACCORDION S➢iUTTIER BERTHA HV r' A0BOrdtal( Shutter System N.Y. RAOE R1 W/ OR 'S1/0 Qj WINDOW WOE & HV. OIA05 REV. No DESCRIPTION DATE' prawn by 7.0.74.0. 1. ' OLD 07 -213 01/28/12 DATE:, 04)20/12 DRAWING Na. 12-019 TILLIT'TESTING & ENGINEERING COMPANY 8395, N.W. 3810. 84, 510. 306 849088'. GARDENS. FLORIDA 3318S Phone 4. (305)871 -1030 . Fox :` (305)871 -1931. . e ^MO8: 08488881.000■ E&- -0008748 "WALTER A.. 711.11r Jr. ,P.' 6. ,FL04804 U6. 8 44187 • METAL TECK INC. (ASSA.# 26) 7635 WEST 2 COURT HIALEAH', FL 33014 PH (3P5) 823 -2323_ FAX_(305). 826 -7879 $ SHOT' 3..OF.77.8 SI- ,UTTER ASSEMBLY SCHEDULE FOR HV L HV (1A AND HV 2 BLADES. HV LONG. RECESSED NYLON BUSHING HV SHORT RECESSED NYLON :BUSHING HV NYLON HAT WASHER HV WHEEL CARRIAGE A'S! 302 -303 SERIES 3,870 "x3/16" THICK NYLON WHEEL. 0.185 "3 AISI 302 SERIES S.S. . RIVETS' HVV; 1 3/4 ". ACCORDION PIN 1W/ #8: HEAD.' HV 2 3/4 " ACCORDION PIN .W /, #8 HEAD POLYCARPONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) i alea(►: it +its *Al (1) HY PIN. SHALL ALWAYS BE.USEi7 AT ALL, •EXTERIOR BOTTOM ,CHUCKLES OF HV ACCORDION SYSTEM W /.tY 1U} OR S' .HV RADE, (2) HY PIN 6.:MAY DE USED IN LIEU OF' 0 AND ONLY AT EXTERIOR BOTTOM KNUCKLES. OF HV ACCORDION SYSTEM W/ HV (g) 'BLADE WHEN CORRESPONDING TO INSTALLATIONS." C" ANC) "OD ", (3)' HV PIN 0 OR 0 W/ 1/2" O.D. 1/18° THICK. S.3. WASHER SHALL HE USED. FOR DIRECT MOUNT INSTALLATION PER DETAIL X, MIAMI -DADE COUNTY .. ii P.£. SEAL7161?ATPRE /DATE �(z 6 EXTERIOR o r, @. . (SEE NOTE FOli REQUIREMENTS �r•i n J Q3 ASSEMBLY TYPICAL SHUTTER SCALE: 3 8" 60:324" .0411 --I i l��t ikk WHEEL CARRIAGE PETAL N.T.S. IL 0 MNC. TLL.LIT 'TESTING 8c : ENGINEERING COMPANY 6386 Rm. 366,. ¢t.. Ste. 306, YVSINW CAMEO, F1.O010.4 33165 Fbono r (305)671 —ts30 . Fox 006)611 -1631 4 --mot W1aooWcoI.wm. ER- 6606719 WALTER A. i1LUT Jr.' P.. E. - - -- FLORIDA Uc. 44167 3 /8o O'L J 101 M N 0 .318 "0 tIgs !I _ it .47• "0 EXTERIOR Q® or Hy PIN OR 4 AT, EXTERIOR BLADE'S KNUCKLE. (SEE' NOTE 91 FOR REQUIREMENTS) ASSEMBLY LAYOUT N.T.S. FL BUJ1 D1NG COD METAL TECH, INC. '(ASSA '# 26) 7835 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826-7579 eloclty Hurricane Zone LADE #1 8/ 05 8/0 66Y. No bESC91PT1C14 pATE LAD € Ii.V. 8 and k by: DATE: 01/2G/02 DRAWING No 12.019 Ors b" 5 SHEET 4 ..OF 28 H A -H N 2 SEE END --J:- CONNECT10N' -. DETAILS ON SHEET 11 7YP.. FULL HEIGHT. V 05 00 4j ew,p�a =C)-0 r0.0- O. () ±o- o,Q14.- 0* TYPI 1 L 0 rV BLADE S UT _ • E EVAT N.T.S. MIAMI -DADE COUNTY • tt- OF CORNER CENTERMATE * J'QTES ON HV LOFKS AND CENTEBMATES; 1, MANOATOTiY'CNOIT10N #11! ONE HV LOCK ® or tE�' SHALL BE USED AT 1/2 OF SHUTTER SPAN. FOR ANY SPAN OR 12 ABOVE OR B pW 2 OF SHUTTER SPAN FOR SPANS UP TO 108 ", AND FOR INSTALLTIQNS. Al ANY .. ELEVATION. HV LOCK .I5 or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO gji OR CENTERMATES W (2) 1/4 "N- ;x1/2" LONG FLAT }ICAO S.S. MS. .LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTERR..EIEVATON. .. . � .'. 2. .,1 As 1 y •slily t. ' 1 •1• • _ •.11 •st 11• A: 1 •. •• r: FL00R /0E4ibIG Al1ATIDNR. TWO 111 LOCKS +it OR 4; OR ONE HV LOCK t OR 4' NV TWO LOCKING RODS AT TOP & BOTTOM SHALL BE ISE F•R ANY SPAN AND INS ALLAH, AT ANY ELEVATION. HV LOCK® OR 4"../ SHALL SE ATTACHED TO OR CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCKLOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTEgR MAXIMUM SHUTTER SPAN SHALL. BE DETERMINED AS pER SGHEOULE #3 ON SHEEP 12. �EL,EVATION. LOCKS 13 • QJ OR to MAY IF BC USED ASFOR AN INSIDE OR OUTSIDE CL K. OONNECTi NSECURITY OF LOCKS PURPOSES. CENTERMATES MATES 2t✓il OR 9 WALL DE AS INDICATED ON NOTE (1) ABOVE. -' LOCH ON OF LOCKS SHALL 55 AS INDICATED ON TYPICAL. SHUTTER ELEVATION. 4, •• 1•s: .,is.11•. : 4 1 •s_. . U. s '. =.. •.114: 00,11/. : •1 HIM 1. ..1 • •: .e1 ON " - • a1 A►, • • ..4. 1 • LOCKING RODS 44. 'ARE NOT.RELTUIRED: AT URRICANE 'POSITION, BUT MAY E VS D IF DESIRED T. HANCE SHUTTER PERFO`MANCE. LOCKING RODS R OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 8 } NDATO• CNDRION t$2t ONE I-IV TACK ALL BE USED AT 'CORNER CENTERMATES FOR ANY SPAN AND 1NSTALfATIONS AT ANY ELEVATION. 1-N LO 2 or SHAUN BE USED AS AN OUTSIDE OR INSIDE LOCK ATTACHED TO CORNER OENTERMATE W /(2) 1/J 0 -20 x 1/2" LONG. FLAT HEAD S.S. M S TWO LOCKING 17002. AT TOP $c BO M SHALL BE USED. LOCATION 'OF LOCK SHALL RE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHLI1TER SPAN SHALL. BE DETERMINED AS PER 5CHEDULE5 SHOWN ON SHEET 12. 8, ST ALTERNATE TO MANDATORY CONDITION :VI VALID ONLY FOR HV L0Q1�L� W SYMMETRICAL::.i.E_ RNiE__? _ES • t_. ONE-ALTERNATE HV LOCK 0 MAY BE 0350IN LIEU' OF HV LOCK �J or 0 FOR ANY SPAN AND INST TIONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF1/4 "8- 20x3 /4 "'S.S. THUMBSCREW TO 0 OR 0 CENTERMATES SHALL BE MADE W/ 1/4 "0- 20x3 /4" ALUM. IVVIVUT AS SHOWN' ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO. LOCKS AT 1/3 OF:5HUTIER SPAN. *NOTES ON HV "T11 L.0CKS: ANQ CENTERMATES: 1. 00 13 :.:1 19 a I- 105 •.•11•, • • 0 •. - •1 .0 ". • •T• •■1 . sit .1 (: . a-- 91., ONE ALTERNATE ITV "T" LOCK c -•MAY BE IN LLEO IN LIEU 0F 'HV LOCKS Co OR �3 FOR ANY SPAN ARO - IidSTAL1ATIQN AT. ANY ELEVATION. ALT 'NATE LOCK _MAY (3E USED AS AN INSIDE OR OU,T`FSIDE LOCK. ATTACHMENT OF LOCK Qg INCLUDES USING, REINFORCING LOCKER . IS SHOWN ON SECTION HVG, '. SHEET' S. WHICH MUST BE COMEOTEO TO CENTERMATES '0 AN0 I W/ 1/4 "4 -20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8 "0 x 3/32" WINGNUT OR 19/ `1/4 "0- 20x1 ",S.S.M.S. NTO A 1/4 "4x 5 /9" RINUT. LOCK MAY BE INSTALLED AT M105PAN OR 12" MAXIMUM ABOVE AND BELOW M105PAN. 115E OF TWO LOCKING RODS 9§ Top AND 80101 IS MANDATORY. *NO1TS ON HD LOCKS & CENTERMATES: f, )LD LOCK W/ ND CENTERMATES Ip OR 0 Vlf CSC • ONE ALTERNATE H0 LOCK 0 MAYBE 0sED IN LIEU OF HV LACKS ® OR i�5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCH 4 MAY BE USED AS AN INSIDE OR OUTSIDE 500K. ATTACHMENT OF HO LOCK tJ�7 TO 3t3�t 15 W/ 9 ii8 x 3 /8 "'.F.H. 5.5.1,5.. AND INCLUDES REINFORCEMENT INSERT �i31 AS SHOWN ON SECTIONS HOB - }11713 AND 5{00 -FRIG, SHEET 10. LOCH MAY BE INSTALLED AT MIUSPAN OR 12" MAXIMU BELOW OR ABOVE MIDSPAN.. USE OF LOCKING RODS (gs IS COMPLETELY OPTIONAL. hhLI C 011,16. T11.LIT TESTING & ENOINEERING 00MPANY 1355 58. Seth. St" Ste. 305, MI1000 9MN505. FLORIDA 3010E Phone 1'(355)371 -1538 . Fox ; (305)071 -1531 e -mast 5ltsoo8sol.00m • E5- 0005719 WAL75R A: 11(1.15 Jr. P. E. FLORIDA Do. # 44157. FLORIDA BUILDING CODE (Hih Velocity Hurricane Zone METAL TEC 3 p Ca (ASSA 1 26) 7535 WEST 2 COURT - HIALEAH FL 33014 PH (305) 823 - 23231,4X, 305) 526 -7979 515 2012. EASTERN METAL SUPPLY, 151C. 'MAXIMUM IMPACT HV'I Hut .ACCORDION SHUTTER'. 88RTHA Hit °` Accordion Shutter System ' At MADE it W1 OR V1 /O LLV. 9/1140014 BLADE S4 H11. BLADE 11 1:V. No DESCRIPTION DATE DM. DATE: 01 /20/ 12 DRAWING' No ' 12-019- 007 07 -213 01/20/12 4. 5 SHEET 5 , OF 28 908)820 CONCRETE' REQUIRED asap POURED CONCRETE. REQUIRED CONCRETE ANCHORS CONCRETE ANCHORS SEE SCHEDULE ON . '. . Oa SCHEDULE ON SHEET 13 �� Afar .250° 81 011TIONAL `.. • POURED CONCRETE OR C001CRETE' BLGCK • REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) 1/4 "6- .24x3/4° S.S. MACHINE SCREWS. USING 1/4` ^20' -NUTS, 0 12 0.C. .280" Ad 1/4"8-20:33/4.' S.$ MACHINE SCREWS W/ 1/4 " -20 NUTS is 12" 0.C. 1" Mtn. Q f 2Q- 3455. HV W LL 'HEADER INSTALLATION' EXISTING GLASS -.- TAN; SEPARATION TO GLASS (SEE HETTULE 12 FOR SLADE[11AND ON ON SHEET 28 OR SLATTESC )de.�p) 14I418 ASS ON ""(SEE SCHEDULE POSTING 1 SHEET 12) IILAS MQ4. O EARS 00 (SEE �[ 'SCHEDULE ON • SHEET, 12) " " MW, SEPARATION TO GLASS (SEE SCHEDULE 0 SHEET :12) OPTIONAL :XISTING.. PLASS MIN. SEPARATION TO CLASS ... (5EE. SCHEDULE ON SHEET 1) - ,jam'- OPTIONAI E. 0. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13)., 1/4 "93- 20c3//4" S.S. . PHILLIPS TRUSS HEAD MACHINE 508EWS 1)52248 1/4 ° ..20 NUTS 0 15" -0.0. NCRETE ANCHORS (SEE SCHEDULE ON POURED. CONCRETE SHEET 14) OR CONCRETE BLOCK WALL 44051800 e: 4r: .1., 1114. 1- SEE SHEET 4 FOR TYPICAL. SHUTTER ASSEMOLY 2- MOUNTING SECTIONS CAN SE 001.1884ED IN ANY WAY To SUIT ANY INSTALLATION. 8 E. D. EDGE DISTANCE (SEE. SPEC8'ICATIONS ON SHEET 14) ;: POURED CONCRETE 018 CONCRETE BLOCK REQUIRED I° CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) WEAL SILL, INSTALLATION. • MIS. 1 /4 "91- 20x3/4 "' S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS 19/ 1/4" -20 NUTS 80 IZ" 0.0. HV WAU. SILL INSTALLATION INSTAL TION DETAILS W/ HV BLADE & (11) HV' - .HV BLADES) AS APPLICABLE. .O. SEE UIA ATIONS'OF USE. FOR S ADE. Y. ON SHEET 20 TILLIT TESTI140 +l c.' ENGINEERING COMPANY 8305 87.8. 3825. 57., 21.44559; 87202Nd: 0520918. 81.0528 8.328 8 Phone" (305)811 -1530 . 154 -t (388)871-1537 . e. -m0ih Uiteao4bol.aotn 28-0008718 WALTER A. SLUT .It. P. E. F10Rf0A Ua. if 44187 FLORIDA BUILDING CORE (High Velocity Hurricane Zone ID 2012 EASTERN METAL SUPPLY.' 1NC. MAXIMUM IMPACT HVI HV2 ACCORDION SHUTTER BERTHA HY m Accordion S)tutterSyetam H;v. MADE NI yr/ OR Wj0 H.V WINDOW R AOE & H.V. BLADE 1; Ise8,, METAL TECH, INC (ASSA $ 29) 7835 WEST 2 COURT HA MAN, FL 33014 (305) 823- 732,3.FAX'_(305) 526 -7978 EV. Nn - DESCRIPTION DATE 01407— 13 01/20/12 by, FY./A.G: PATE: 01/20/12 ORAWINO 870 12 --019. 'POURea`.... CONCRETE REQUIRED CONCRETE ANCHORS'. (BEE. scrim JLE. ON. SHEET 14) '. �� SLAB IF' 11111111811111111111111 aPaucABtt (� I r i We a J U Er � R � EX/STING CLASSY —.■ =EDDIE ON 12 MN DUDE 8114n HV' C JUNG NSTALLATION MING. 'I GLr ;S • #14x3/4" HEX 7EK SCREWS t0 8' OR 1/4 "0 -20 S.S. • W/ NUT Co' 0° I i 'f f 0 ION S�IAAIIIVx ! 0 tSgE I I: HEAD D:C. Ereir-74wA4 �r� 01 T} CONCRETE ANCHORS (SEE 5014000100 ON SHEET 15) OPTIONAL.' ' POURED CONCRETE REQUIRED HV RAINGUARD INSTALLATION t NOTE FOR COMBINATION OF SECTIONS* 1.. - SEE SHEET 4 FOR TYPICAL SfiifTTER ASSEMBLY ' 4 2- MOUNTING" SECTIONS 004. BP 0O80<1409 IN ANY.WAY 70 SUIT ANY INSTALLATION: EDGE OF STAB IF APPLICABLE • 70 CLASS�D 12 911.E ��1IXy E(ISTING DUDES ICHOR PPP' LOCATION 0 OR #10x3/4" HEX WASHER HEAD '. I ►ew�13/8 t4nt,,, II, " TEK SCREWS EP 12" 0,C. ( SEE i ,CONCRETE ANCHORS 0 �� (SEE SCHEDUI 7 MOEE OF APPUCABLE.� POURED 'CONCRETE` -' 800U1RED EXISTING CLASS `F -E.- D. e. ' EDGE DISTANCE . ' . (SEE SPECIFICATIONS ON SHEET 14) E. D. ® HV FLOOR INSTALLATION t mug, SEPARATION'.. I""(SEE SCHEDULE: SHEET 12). 1 /4e • R 1/2" EDGE OF. . soqi 'AP UCA5LE. H10x3 4 •HEX WASHER EAD TEK SCREWS t0 ¢144/0 S.O.B. 9" O. C. CONCRETE ANCHORS POURED CONCRETE (SEE SOHEDUI.E ON, OR EQUIRED OONCRETE S1.0014 15) R Q HV WALL FLOOR INSTALLATION J40TEs. THIS INSTALLATION SHALL HE REMOVA9LE WHEN PERFORMED' ADJACENT 70 AN OPERABLE EXIT 'I' OR ENTRANCE 1Q `(x;14 r .�0 4416 P :CORt; ,%0 NAt''''' T' T eo..oe.Aeorrr MIAMI -DADE COUNTY P.E. SEAL/SIGNATURE/DATE EXISTING' GLASS --n EXISTING GLASS —) Oar 448888 8801280<'818 020191 , T ICI � rear A POURED E. D. CONCRETE 0 0 EDGE OF• SLAB IF • APPLICABLE REQUIRED FLAT HEAD OONCREIE ANCHORS' (90E' SCHEDULE ON SHEET 15) • © HV_ WALK—OVER, INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE(?.. SHEET 15) • MIN. SEPARATION TO GLASS (SEE SCHEDULE 0 SHEET 12) 1- 1r r Q q *km re_ Ligkii .drOi 17 Rt8 .Y 514x3/4" F.H. 50.% 21 S" Q.C. SEE NOTE 13(0 ON SHEET 1 POURED' CONCRETE OR CONCRETE BLACK` REQUIRED Q HV' ALL WALK—OVER INSTALLATION INSTALLATION DETAILS W /CO HV BLADE & (0) HV + 1A HV BLADES) AS, APPLICABLE 0 1/4' ILEC0mc. TIWT TESTING '& ENGINEERING COMPANY 8588 N.W. 3835. et„ Ste 208..8IRCINN 0210823. mom '338as Phase 8:(305)571 -1810 . Fax t (305)571 -'1531 e.-mdh 8REeeoCooLti 18 E8- 0008719 WALTER .A 7ILUT Jr. P. E.' FLORIDA Ua. # 44187.: FLORIDA .BUILDING "CODE II ti Vetocit''Hlurricone Zone : ` ©'2012 EASTERN METAL SUPPLY, INC. METAL TECifiv, INC. (ASSA # 26) 7635 WEST 2 COURT HIALEAH, F1_ 33014 PH (305) 823 -2323 FAX (305) 826.7979 I AXftMe11VI IFIIPACT I•i'VI 1-11V1 ' . ACCORDION. SHUTTER' ' BERTHA 2188 .eeordLDo0hutter0ystem': It V. 01190E J1 II/ OR VI/0 ID/ WiN00)L BLADE & N.V. 9IACE >7 REV. No DESCRIPTION DATE • Drawn by :'F.P. /8.0. :•: .01-0 07-213 91/20/12 DATE: 01/20/12 DRAWING No 12019'' SHEET 7 OF 211 LEE ENO WALL CONNECTIO DETAILS ON SHEETS. 11 A SEE NOTES ON Loam; Roos() • NV L00K9 2J ANT ALTERNATE HY LOCK ®. ON SHEET 5. BLADE SLAM DETAIL: HVF t3 VAUD: FOR ALL QENTERMATES APPLICATION WITH 8L 04()1 'EXISTING GLASS: 2 "x2 4x1 /64x0' -2 (Sosa -TB ALLOY) ALUM... 'ANGLE W /(2) 1/4`0 TAPCGN ANCHORS TO CONCRETE : (TCP /SOTTOII) &. (4)1110x1/2° S,14:S ;'TO TUBE AT EACH. ANGLE. (TYP) 'MIN. SEPARATION. TO GLASS (SEE SC} EDULE OM SHE4T12) k10STING GLASS MIN.. SEPARATIot TO GLASS (SEE - SCHEDULE 0 SYMMETRICAL CENTERMATES NY/ HY JOCK f OUT X00® .0 HVC OR 5' +' OR $ AR Q 4 aR ' /'� Extsrwc GLASS. '. _0 m7 a0�+ 0a) .0°'' . +- +m + K:'�J,aR/+ +) oa MIN. SEPARATION ` ®+ $ uxN tf+ A Klox ®+ 1L0 ox (SEE SCHEDULE ON Q 0°80 +002'9+0$ 554444.74) — POURED cONCRETE OR CONCRETE HLOCK WALL REQU) ED OPTIONAL (INTERIOR),_; ,) -CONCRETE' ANCHORS 'AD OUT FINIF** FLORIDA BUILDING CODE Hi .h Veloclt Hurr cant' To �. 2 012 - EASTERN METAL SUPPLY. 140. MAXIMUM IMPACT 14111 :I V ACCORDION SHUTTER R .; . 06RTHA NV "' Accugdton Nfiutte?Systent LV. BUM tH W/ OR W/o HY WINDOW sL(BE & H.v, BLADE, HEV. -5, DESCRIPTION. DATE . Drawn b/ F.P. A.G. i^ OLD 07 -213 01/2012 DATg: 0)/20/12 ORAWtNG;No 12-019 TILUT TESTING ENGINEERIN4 COMPANY 4388 N.W. 3846 St., Sta., 3413. VIRGINIA CARDERS, FLORIDA 3318E Phone t(305)871-1s)G . Pox 1(305)871 -1531 e-m.4 11taoa®aotsom E9- 0008715 WALTER A. TILUT Jr. P. E. FWOR(DA. UR # 44157 .r - METAL TEC INC. (ASSA # 28)' /835 WEST 2 COURT HIALEAH, EL '33014 PH (305) 823 -2323 FAX (305) 828 -7979 ALTERNATE. INSTALLATION W /HV "T" LOCK 3O, HV MALE /FEMALE ` "T" LOCKS CENTERMATES 29 LOCKERS W/ HV BLADE StADE (1i SLACK DETAIL HVF, INDICATED ON SHEET 8, AS WELL AS UNIVERSAL FLOATING BLADE 0) DETAIL" HDa -HVO , INDICATED ON SHEET 10, MAY BE USE0-WITH THIS 'ALTERNATE INSTALLATION DETAIL MVO SHOWN IN THIS SHEET. SEE END CONNECTLON DETAILS ON SHEETS" 11 .'Ri 20 2ri2, 2'),2"x1/8'x0.-2 `- (0063- -TB ALLAY) ALUM_ ANGLE W /(2) 1/4 "0 TAPCON ANCHORS .TO CONCRETE;. (70P /BOTTOM) (4)910at/2 S.M.S. 70 TU8 ,: -AT E.C4 t•NOLE. ,(9YP) MIS. SEP \RATION TO C•• 5 (5EE. SCH:OULE ON SHEE :. 12) �► �' YTli`a.'!j`Clllilr�Y' \ ,Y' . ld !!A/W Air)idlr1111I►iw. ' rit 1/4" 0-20 x 1 1/2 " 5.5.M.S. W/ 7/$ "0 x 3/32" WINGNUT. -'. SEEt1OTE 6 FOR HV LOCK�3 'T, LOCK, QI1 SHEET 5, NYLON SCREW HEAD 1/4" 0 -20 x 1" 3.5.M.S.. W/1/4 "0 x .5/$,. RIVNUT f. SERIES X8444: AWMINUM (2024 —T3 ALLOY) LARGE FLANGE THIN SHEET NUFS9R'r, .PART Al 0820, AS MANUFACTURED BY'AVOEL CHERRY 7EXTQRN, PARSIPPENY, NEW .JERSEY. 07054 OR EQUAL; • HVG* FLORIDA 'BUILDING CODE (tiigh ",VRtoctty Hurricone Zone © 2012 - EASTERN METAL SUPPLY, INC.. TILLIT TESTING & ENGINEERING COMPANY 4.345 R.W. 38th. SL. 51.. 305, MINA 8080894. FLORIDA 33485 Phono :.(306)871 -1530 . Fax':. (306)871 -1631 • 4 -mo1R' I9teeo4aoLeoin ;6- 0908719 WALTER A.. 1ILUT J. P. E.` (ASSA # 25) 7835 WEST 2 COURT HIALEAH, FL 33014 P11 (305) 523 -2323 FAX (305) NAM HVZ - ACCORDION SHUTTER BERTHA HVo' Accordion ShutterSystSnO -.. H. WOE i1 W/ OR W /O:N.V WINDOW BLADE & H.V, 9lADE' G. DATE;' 01/20/i2'' SEE' END WALL `CONNECTION DETAILS' ON SHEETS 11 & SEE, END WALL CONNECTIO( .:'z "x2 xt /8 "xa'^2 ".;: (87763 -T6 !furry. ALUt1. ANGLE. W(41,4&11 rAaC ' ors ro CONCRETE'(TCP /SOTTCAd k (4)414x4/2' TO. TUBE AT EACH ANGLE. (r P) �d>N. s Amnori' TO CLASS ;(SEE SCHEDULE DN.'SH ET 12- (4) H V 8 1/2a PINS` (i n-'.) OR � (O HDB—HVB SYMMETRICAL HD..CENTERMATES W% �' LOCK (EXTERIOR) SEE NOTES ON,LDCKING RODS : 44. HO, LOCj<S ON. SriEE7 5 . . UNIVERSAL :FLOATING BIAgEQ*DEi'AII:,HOR,,—HVD• IS, . VALID FOR ALL CENTERMXES•APPUCATION$ W(TH BLADE.© 431)OR3Z, (OPTAi) HDC- IJVC SYMMETRICAL HD CENTERMATES W/ (3k LOCK INTERIO onus ® + ®nao/',�oA 10 .Qon tciiQON'/ +i nll!I+aak o�®+OQ0® Q�.�pa 0 { ®op,KJ HDD_HVD ** i41a17�R A: 71L02 Q LIECO $HOC, ` , A j -J * t TiLUr TESTING & tatomEERINO COMPANY . . ,/ J TE�F 1 -c1 $TA7k J; - : 41r+ ��+ 8:766 N.W. 3878. 8t Stp, ieB, vuaNUt canoi;NNS. Fcouo-A 33t6cfc.� '�LQR6Q1 • ��" 7� Shona t (soe ^mph o oaag t'�nba)eT4 1ss1: • �s1DNAL Ndt+ MPGOe u9 aatPBr> R:E.: •EIBRAfi /f E /DATE • • FLORIDA BUILDING CODE 1$. h Veiocit Hurricane Zone (0 2012 EASTERN 1AETAL SUPPLY, INC. • METAL T5 INC. (ASSA $ 25)'. 7635 WEST 2 COURT HIALEAH, FL 33014 PH (305) 623.2323 FAX (305) 826 - 7871. tIIi 9�lItB1}$ IMPACT HVI HV2 ACCORPIO! SHU TTgit :. BERTHA RV AacortEoaShatT4tSyytetu W/ OR W/0 H.V WINDOW BLADE & .H.V. MADE # REY. Na b0SC18PT1011 DAT vrown r F.14.7/ C, 1 OLD 07 -213 01/20/12 DATE: 01/20/12 DRAWING No 4 12 --019 SHEET: 10 . OF 2S POURED CONCRETE; OR CONCRETE 8LOCI< WALL 'REQUIRED E38ST1NG OIASS' MN. SEPARATION to Russs (sEE SCHEDULE ON 5HEE1 2 FOR GLADE AJ4D ON SHEET 28 1/2" MIN. 10x1/2 44 18' 0.0.: 1 18.23 MAX. (8083 -T6) CONT. ALUM, CLOSER 19.ATE. (LOCATE 1J2 ' AT EITHERSIDE MIN #1081/2" S.M.S. .' 18" 0.0. = POURED .CONCR€(E. ..OR CONCRETE BLOCK WALL REQUIRED /' EXISTING GLASS' St,P RATO4 • TO CLASS (SEE r1 • 12 5008 51 DE�AND 8GIADE8I:j)&� • POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED �-- EXST(NC GLASS 1 _�( -5 971N. SEPARATION TO CLASS (SEE .12HFOR 188Ap5 00NO ON SHEET 28 FOR "OUREO CONCRETE OR CONCRETE. BLOCK WAU.. REQUIRED 0/2" 0,04. sEARATION ' TO Ot.SS (0E5 SCHEDULE ON SHEE7 72 FOR, BLADE Ct)AND ON SHEET 28 OR, 8LADEB 1) 3i �an,toa0 O^t3 END CONNECTION DETAIL :. SEE 'DETAIL S( -FOR SIDE CONNECTION SEE DETAIL `S( f0. • . SIDE CONNECTION TO TRACK$: cf) END CONNIr�r ?o' *D&E AI? (� •Om ®•0.. • 0)..60.(70\. ei END CONNECTION DETAIL 4,uso 1" OR MAX. (AS. APPUCABLE)x2 "xl /8 "x0' -2" ALUMINUM CLIP ANGLE (6063 -T8 ALLOY) AT MIDHE1005 (1) #18x1/2" 5.M.s. TOt)ac' (2)1/4 "0 TAPCONS ANCHORS TO WAU,. AT I° 0.C. (LOCATE AT EITHER 5117E Or ) 586 DETAIL X F0 SIDE CONNECTION. ' . TO 7RACKS. ANCHOR: EXISTING GLASS .... ARATION TO CUSS (SEE SCHEDULE ON SHEET 12 FOR %ADEDJwa3 ON VEST 28 OR BLADES ak47 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 OR . ® -0.C) ®.gym f0«pQn4o^0 Q' ®-6.0 1o'® END CONNECTION ` DETAIL I47 REQUIRED ONLY FOR SPANS GREATER THAN 12' -0" 1 1 /2 ".s.M. & 18" CONc"ETE: ' - ANCHOR ®- 12" U.C. 1/2" (MIN, h9D1 51(484 iARCN It) GLASS :(SEE 8C1-EDULE DN 850 12 FOR BWE08840C ON EtfEEI 28 FEIN smzs ,4 POURED'OONCRETE OR' CONCRETE BL00K WALL REQUIRED .'. . 0.®: .63° 0. 4�'"'K:+ l-q�0 °63°1 ®•0.4 - 0.0*6). .8 SEE D BLADE ®•0 • &-®'U{43.- (� ORUOR(Jj0R ,OR R OR(90R© VIEW I .. PL DETAIL —X END INSTALLATION HV BLADE OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. FLORIDA BUILDING CODE Ht.h - Veloen. ' Hurricane. ZoriO METAL TEH, ICa (ASSA # 26) 7830 WEST 2 COURT HIAI,EAH, _ FL 33014 05) 823-- 2323.10,51(„(305) 826 -7970 TILLIT TESTING &, ENGINEERING COMPANY 8368 N.W. 3888..81., 8l". 308, '. 418080 8885008, 510617 a13t86 Phopa i (355)871 - 1530': Fax s: (308)870 -1831 o -magi ln*o8oxl.0am WALTERE8- 0008719 ., 'nun' 9r. P. E..,,.. FLORIDA 8,10. # 44197 p 2012 EASTERN METAL: SUPPLY. 1NC.':° ift1IA7ZIi 1Bi I $)YBI��4 H�19' H14 ACCORDION SHUTTER BERTHA 14 A9cordtonS utterSyalem } V. B DE ? 11 Ci iY , ,,V WINDOW R D €' & H.V. 71 '- DES 710 OLD 07 -21 GATE 51' pyr F.A. A.C. 01/20/12 DATE: 01/20/1 SCHEDULE #1. MAXIMUM' -FOR: INSTALLATIONS, i i L L (ft , W/ &. oC Or W/ ONE' kr. or HO LOCK ' W/ CENTERMATES 3§ & Q W/ TWQ LOCKING 'RODS . + (SEE NOTE t) ...1 HV LACK. (1 or- NO LOCNI ROD W/ ()NE HV LOOK TOP & OOTTQM ns,a DERAIN. LOAD (R•.4.) ' CONCRETE &'.+000 INSTAUATIONS 5.. - ; - 'WALL, MOUNT1Nq' ,- . FLOOR /CEIUNG MOUNTING 14: ('s) �.. 'C- 66 ` .1.4 (96 •1 -(E(: • 30 ..'" ' 13. -2 ". T 9'--Q" ' 13' -2 . 1'40.4)". . . 35 12' -8' . 14' -1b" - 12'8" t4'- 10 ",• . - 4,0:.• - :12' -3 ". - "..11"-11" 13' -1'O'- 13' -1 ".;. .. 12'''-5" ' 11` -tl" .'' .13 -10" , 13' -1 ".: 45 - `. 90 • 11 -7 "- 72 5 °.• :. 11' -7 ": 12'• -5" • 12 -1 t" 80 11' -0 ' • 12', -4 "' . 65 ' 60 : 11' -1" 11' -4 " 11' -0` • 11' -4" : 75 • 10 -4 '' 114-1". 80 49'-- :70 10 6' ' . t0- 6''.. 10-2" 10' -B ".: • 75. .10 -1 "� -' ' 0' -1" 9' -1D" 10' -1 ". :. 80 • • 0-10" .. 0.9" : ,-7" :' ` ,g' 9' -1OP' ' ' a5'., ' 0 -6 "::. 9' -5 ".. . 9' -3 "... 91 -8" •.. 8i -4".. 8' -t1" '0-3" 9'. -Or, 0-3" 05 0' -0" ` 8' -9 ". 8' -9"-L. 9+ -0'.. ' 100. ,° 8 -9 °_ 8%4- ,. '.51-0'.' ' &, -8" • :105. 8' -7 ",: 7'- -11 " -' 8' -4" -. 8' -4" , Ito 8` -4' • 7'.7" • Q' ^2" 7' -11`' ` 1 t5 '8' -2 ',;. 7- -3 '' • • II' -0' -'' '7 -7 "' . ' 120 ' 8'-0" 0-41 ".' 7" -10" 6' -2 °' , . 125 7' -10" . . 0_5" ... . , 7• -8" , . ,7' -0 ", 130 , .. 7 - 8 ".''.. 6' -5',; 7' -64,. 6' -9" 135 -. ` : 7' -7 " -.. 6' -2 ": ,'. 7' -4" . .. $. -6" 140 7' -5" 5'- 11 "_. 7' -3" 8' -3 "... 145 .. 7• -3" , 51- 0 "..'. 7,_1 ".. 6.-Q" . 5' -10`.. 150 . 7' -2 "' 5` -7" 7' -0" 155 ' . 7'-0 ". - 0-5" • 0-10" '0',-II'' , . 160 . '6'- 1.1" -: 0- 2 ":::. '. 0-9' ' 8' -6a ::.. 165 9` -10 '. ' 5' -t ' .'' 6'-8" 5'- 4 """ -.. 170 8' -9 "- 4' -11'.. ' 6'- -7 "., 5'_2' . 8: ': " 180 ... . :,0.5" 4'- 0":'.: '8 -4" '4' -10" • TDB . ; . 0-5' , 4 " -5" .. . 8, -3 ' , , 4'_9 "...:. Igo 6'-.4" . . 4'. -5 ";.: • 4' -3" 13'.•••2''.• "..6' -1' •. 4'-'7".,. 4 -8°, I95, 8' -3" 200 ...,. 6�--2' . 4.- 2 +...: . -, 6 -0' - 4• -8',:; . 205'.'. 8'- O ".P.. 4'- f - °.:_. I: : 0" -0" • 4'- 3 " -'.. SCHEDULE PR: MAXIMUM SHUTTER SPAN* "1; + ": OR "L -" (ft.) FOR INSTAL4ATSONS W/ •:4-• CENTERMATES, 46 & FP ONE HV LOCK OR OR W/ NO OCKING. RODS +(SEE NOTE. t) 'CONCRETE & W000 • INSTALLATIONS A' SALL'AIODNTINGS FL00R /0E1UN0 N.0UN11NG6 .L 4 .(R). 1 -(N 3 45: 11' -1` 10'-9* ' f 85 10, -11" 80' 1D'-3" • 10' -8" .1 10r -0'' 70 •-6' 9,-4" 0' -0' fl »0" 5 :. 9 -U 8' -8° 8, -8" 85 6' -3 "' 100. 8,_1'....' 8• -1" 105 7'-1' 1" 7' -9 115 -3" t20. -4° 5,-11u. 125. 7 3" 7`-1" G -5" 135 6' i' 0 -2 ". 140 0-11" 145 8` -8" 160 150' S' •5" -2 5' -3" 170 0 -2'T 4' -9" ' 1ST) 4' -8" . '185. 0 -11" -8" f90. 5' -10° 4' -i5" _- 185 . 5' -9" 4' -3" 208 4' -2".. 209 `1 Aemof SCHEDULE' #- AX(MUM - SHUTTER SPAN �R "L'-" (ft.). INSTALLATIONS- •CENTE} *. "(.-F" • MA`fE$ W. ETRICAL .OYM &. W/ TWO FIV OR OR; LOCKS OR T 0,-,, OCKING'RODS 0 TOP /OQTrOM W/ ONE HV LOCK OR R 00 (SEE-NOTE t) '. .'1. SHUTTER SPAN CONCRETE & woof) NSTALLATION W/ OPPOSINC • S46TALIAAONS 4 ' 1.snG�08 IDS" OR LESS LOAD (Pm.t) FLNR /021UN0. MOUNTING ?105" TO MAX. ALLOWED// L 4 jay 1- (5) • ' 30 '. .13' -1 ".; 16' -0" ' 35 . ' 12'-7'. - 15' -'7" ...4D ,7.2'r2' : • 18' -2 "... • 45 - '11 -97- 141,0 50 . 11 -8 "- • 13' -7 °. •55 11' -3".: 12 -1 t" 80 11' -0 ' • 12', -4 "' . 65 ' 10-6" ' 11' -11 ". 70 10' -7" > 11' -5" 75 • 10 -4 '' 114-1". 80 10'-0". , 10' --g ".. '.85 .9' -9' •10' -0" 90 9' -9° 10' -1'_: 95 9' -2" 9' -10" T00'- 9'-D ".' '9' --7" 105 0.-9°' •9' -4" .110 . 8'-r.,•' 9' -2" -- 1. 115.. . 8i -4".. 8' -t1" 120 .? .5,_2" ; 8 -9a 125 . 0-D" . 8, -8" '' 130. .. 7 -10".. 0 -1'. 135..... 7'...9" 7'..9" 140 ' 7' -7 "' ' 7' -8" 145 7' -0 - '7' -3" 180 7 -4" T -0" 155 7' -2" : - '0 -9" 150' , .7' -1'6'- 7" 165 `: . 7' -0' 0 ■4" . 170 .' ' 8' -110'. 6' -2 °' , 075 ` 6' -9" 6' -0" 4E0 8' =8" 0-56 ".. 165. 8'-7" .. 5'_B" 190'" . .6' -9" . 5' -6 ".. ' 190 `. 6' -5° , 5' -5" ` - 200 : :' :6' -4'. 0-4", '' 205 . 0.-3" .: 5' -1' * NOTES: 1 +s MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.O.. DESIGN 1040, L -s MAX. ALLOWABLE SPAN. FOR A GIVEN NEGATIVE 5.5.0. 055105 LOAD. (2) PROCEDURE TO 00025I(14E'MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /CESJNO4 GIVEN A POSITIVE 58.0. 065105 LOAD,- DETERMINE MAXIMUM SPAN "L +" FROM SCHEDULE. OWEN A 540941IVE A.S.D. DESIGN LOAD, - DETERMINE MAXIMUM SPAN "L- FROM SCHEDULE. Folk. MAXIMUM ALLOWABLE SPAN IS EQUAL 70 1146 MINIMUM DETERMINED SPAN _BETWEEN ."Lk° AND "L - ". (3) PROCEDURE t0 DETERMINE MAXIMUM SPAN FOR 004481NA11055 1N 5ETWEEN WALL W/ FLOOR /CEILING MOUNTINGS:: FOR 'A CNEN POSITIVE 0.8.1): DE51GN LOAD;, -0ET €(955152: L / +- MAX. SPAN FOR WALL MOUNTING. INSTALLATIONS. 1.8 +.< MAX. SPAN FOR FLOOR/CEILING 150UNTIN0 INSTALLATIONS.. - • FOR A GIVEN 5425416 • A.S.D. DE5105 LOAD: DETERMINE: Ls-. MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 _ MAX SPAN FOR FLOOR /CEILING MOUNTING • FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL, TO THE MINIMUM OETWEEN 'Lt+ "; '124 ", 'L, -" AND :. (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM - .AU.OWA91E SPAN AND NEGATIVE 5.5.0. DESIGN 1000 TO 'DETERMINE MAXIMUM. ANCHOR SPACING.. - : MAXIMUM SHUTTER SPAN "1.+" OR "L -" FOR INSTALLATIONS INTO WOOD SHALL. BE UM023 TO 105 :. pal. AS.).: DESIGN LOAD: 1- H.V. CORNER CENTERMAT£ 3 MAY 8E USED AT ALL MOUNTINO'INSTALLATIONS,- 1,OCK(NG SPECIFICATIONS SHALL BE AS INDICATED ON ' MANDATORY' CON051054 #2 NOTE' 5, SHEET 5.'.. HV BLADE $ 'a:•1!. if a 0 0 I' . (1) SEE.. BELOW FOR MINIMUM SEPARATION 70� GLASS SCI-IEUULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF 8URDINC, • MEASURED AT 501-TOM OF SHUTTER,, ' (2) MINIMUM SEPARATION TO GLASS FOR. SHUTTERS INSTALLED ABOVE 50' -O" ELEVATION OF BUILDING,, MEASURED AT BOTTOM OF' SHUTTER IS 3 ",, MINIMUM SFPARATION_TO GLASS 4CHFOUIF, 38 8 •■ s. .J .• J 0 a a - a•• ' W000 SHUTTER SPAN INSTALLATION W/ YMMEIRICAL NSTALLATION W/ OPPOSINC CENTERMATES CENTERMATES •• IDS" OR LESS 3 8/16`4, 4" ?105" TO MAX. ALLOWED// 3.7/5 4 ++� (� USE 1550014 00 VALUES FOR CENTERIATE$. ' I. ` •••;• . 1115 as ! 1 s '0 ai 5•0" 9, WITH ONLY TWO 1OCkS SHUTTER 5137 . INSTALLATION W/ SYMMETRICAL CENTERMATES INSTALLATION W/ OPPOSING CENTERMATES 105' . 65 LESS 2 3/4" a‘' •- .,3 3/18" >105" TO MAX. ALLOWED - 3>1/4" ••• 3:..1/4° *41 USE,2 55/15" FOR HV "T" LOCK W/ 5 *" USE 4 5/8" FOR HV i" LOCK 30 W/ 135 USE INDICATED .VALUES FOR HV DENTE 1•4157.- .1155474 I ATI054 LEGEND 00MORE30 & 09NSORT ' W000 ' WALL MOUNTING A, B, C. D, E. F,' 1C & L.' M' N'S t< Y.O. R.• FLOOR/CEILING MO KING G.H,l &4. T,U,W &X.' ON L i'.. • FLORIDA BUILDING CODE Hi "h 'Vetoed.. Hurricane Zone. © 2012 EASTERN EIETAL SUPPLY INC.: MIAMI --DADE COUNTY 191 191��~`1t�J�Ni3 'r/ 4 Q.. M SS�ONAt -F.�' Is' +P °� mmmeeDaeOa'sol P.E. SEAL /SIGNATURE /DAT• TILLIT TESTING & EN0114EER1540 -COMPANY 8335' 6.6. 385,.. 51., 0te. 305. 1175015114 0AR5FN5 FLORIDA 37151• 75059 : (309)971 -1530. Fax (105)671 -1531 E8- 0008718 !ALTER - A. T1LLR Jr. P. E. FLORIDA - U0. 11 541137 METAL TtCH1 �5 (ASSA # 26) 7835. -WEST 2 COURT HIALEAH, FL 33014 PH (0155) 823 -2323 FAX (305) 826 -7979 IVMA19 4199VI IMPACT, I`I1/"I }-(V2 AOOORJIO111 $I�BJ 1 6L.• . ' BERTHA HU"A Aecor1313R Shu116r6y0teta BLADE 111 W/ OR W/0 H.V. V /I�NQO)V B).AU'1 * H.V. U(3WE Ps REt M" ` DE505511ON DATE OrtIVIR 50':'F.P. A.G.' OLD. 07 -213. : 01/25/12. DATE;` 01/23/12 DRAWING No... 12 -019 •. SHEET - -12 no oa u... b u iA. e1'y #_ .1 AO. !. •..Y ii.... pl .\ u..' . ...IUl : '.A U • 11 $'10 . ► •: • • L 5 il' iC 111ltittlfk� % »i IA 111.141 ti1:711aiei.�$ +1� :,� a i 1 A 4• o, Am SHFkT • jN to (fi) TAPCON WITH ADVANCED' --.. .•, ..<. AEC CC R .. '. A MALL HEi DE's dOUNTIN'a (1 WAkL. HEAD �`�MOUM'iTt0 .. .Q e WALL • .. O wAL1' 1P OMO 4 WALL 'SILL ouNnND .. W tL7 0 d� (l MOUNTING 1 DER /SILL. pp�er)) H( 4DER Mtiunirmto MO. 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MAXIMUM IMPACT HIM ACCORDION. $HUT ER BERTHA 1iV "' Accordion. Shutter Ryytcfn H.V. MADE ,' 1' W OR W 0 H.V WJNDD1 DIADE & H V,:: BLADE , a tn� ':... OLD 07 -213 :. ® M� NI 14a as P. A.G. DATE :. 01 20/72 E RAWING No 12. 01.9. SHEET • -13 OF 207 . : . r (SEE MOUHANO9 E, 'D, & H Or1 SHEETS $ &. 7) l.W6MUM (TO POUR@ CONCRETE/WORM BLOCS 'i..' .kOUREp COHOREtE..:' . WALL VI!. MOUNTING G�CEII.ING ,.MOUNTING. ;� '' Qi FLOOR MOUNTINQ A.S.O. 0 /� �0�a}e�� iiIO BLl1E TAP W/ CAP ��1Ntgqi 1S.J `m' �tLyyi.':, fGiJ�' ry�7j�]�l�Ayyqq- e.. „,CiiMM■.1:iIM .D..9? -'+� N��,,}}..�7�//TPyyT EMEM>rIMMOUMMIMMUMMU IAMIU LOAD'¢,}} �I(V..�q/ O.,.,._ �i}:9' ILEMIImiL �.qRy$"0g"s. 'M+ ■Wtata iFIMEACUM1 ME17E POURED CONCRETE & CONCRETE BLOCK MN 114."3" Poulso 12110ZETE MN. SO. 31/2" 1 Y / CONCRETE Rim( • Li84 E0. +2 1J2 9D IUMAMMI pppp��I�.�.Ij{{(�ryjj?l sliii'•"-•{Si�1 L'•I• 3 -0" DR •FSS 14. 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TAPCON WITH ADVANCED LIJA,cEAOFORM TECHNOLOGY. Lt, P.e ..� IL' TAP W. DAP SPECIFICATIONS ON ANCHOR REQUIREMENTS: POUREO'CONCR41 OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSIRA142 SHALL. sE AS FOLLOWS:' (4) 70 EXI$11NG POURED OONCRE71, (Min 1'a = .3' „1480 1/4"0 TAPCON OR TAPCON VETO ADVANCED' 7)14 849FORM TECHNOLOGY ANCHORS, AS MANUFACTURED GY LT9Y. "BUILOEX. (Mtn. 00 - 3 UUsi) 4 °9 x 9/4" ALL 44011975 SOLID -SET ANCHORS, A$ DISTRIBUTED BY ALL POINTS SCREW, '80LT & SPECIALTY COMPANY. (MIA. ec 3 Rai) 1 4'0 BLUE TAP. 00410REIE AN041099 9/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Mina.18 1 4 "9 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND - DISTRIBUTED NY ALL POINTS sCREW, SOLT G SPECIALTY MPANY OR ANY OTHER APPROVED LICENSED, OR 111THDRI190 VENDOR ;REGISTERED WITH THE AMERICAN SUUUTtER SYSTEMS ASSOCIATION, -1 TAPPER +' - 4 SEE U BLADE 111028 OF USE FOR ON SHEET ES ' 0 1 _D._ •; 0 !G:i V ,) 01•4 SL.ADE WORKING iN : UNISON, + o 1 %f 2 /� * t �M1•"42 ,RTATF[1F Pw2 MIAMi --DADE COUNTY R.EF1 ?E /OAT€ ' A.1) MINIMUM E13DE0NIENT ECG '90U8E13 CONCRETE OE TAPC01 0R TAPCON WITH AOVANCE0 IHREADFORM'TECHNOLOGY ANCHORS AND .TAPPER +: ANCHORS-15 1:3/4 ", AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2 *" ) MINIMUM £M46441ENT 09 1/4 "9 x 3/4" ALL POINTS 90110 -SET ANCHORS SHALL, BE 7/8" {NTO THE POURED CONCRETE. NC EM8E4MEN2 INTO: ,STUCCO 'SHALL BE PERMITTED. 1/4"9-20 S.S. MACHINE SCREW. LASED SHALL RE .1 1/2 °. LONG MINIMUM SHOULD STUCCO. EXIST, AND' A.3) IN. CASE THAT PRECAST 9701194, PRECAST CONCRETE PANELS, PAVERS '0R ANY VENEER SE FOUND ON THE EXISTING WALL OR FLOOR, , ANCHORS 511ALT.: BE LONG ENOUGH TO. REACH 111E MAIN .TRUOTURE. 5E11N11 SAID WALL FINISHES. ANCHORAGE SHALL PE AS. INDICATED 0N7:_ NOTE5,A.1) & A.2) ABOVE. FOR INSTALLA110NS 01. VINYL SIDING OR: 91944 WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTAUATION 5111'1 141 VRTH 119714, STUD9 SEE. 5HEET 281 (9) " ?0 EXISTING -CONCRETE BLOC Kt' (ASTM C -90). - 1/4 "9 TAPCON OR TAPCON wan AWAN0E0 7HRFACF4RM- TECHNOLOGY ANCHORS; AS MANUFACTURED BY 4.7,11. BUILOEX. 1/4'9 it 3/4" ALL POINTS SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW, 8017 & SPECIALTY COMPANY, 1/4'9 BLUE 7AP GONOT 112)11 ANOI1ORS 'W/ CAP AS. MANUFACTURED 07 1108481 FASTENERS DETECT, INC. . 1/4'9 •7APPER+ ANCH0445.A5 MANUFACTURED 8Y POWER5 FASTENERS, INC.. AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY 0R ANY OTHER APPROVED LICENSED OR AUTHOR12E3 VENDOR REGISTERED. WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC.. 81)',MINIMUM'Eh(8Et1MENT INTO 'CONCRETE BLOCK, OF TAPCON SLUE TAP. W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4 AND TAPCON • WOK ADVANCED THREI0FORM TECHNOLOGY.., ANCHORS IS 1% ' ": 8.2) MINIMUM 641890449197 OF 1/4 "9 x'3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMR60020 'INN) THE CONCRETE 810CE. NO EMBEDMENT INTO STUCCO SHALL BE PERM-LED. 1/4'.0- 20'5.5. MACHINE SCREW USED SHALL SE '1 1 /2 ".10N0 MINIMUM SHOULD STUCCO:, FX157. AND ]` MS45LUM FOR:WALLS WITH NO STUCCO.' . . 13.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND *ON THE EXISTING W411 014'FLOOR, ANCHORS 514914. ,96 LON6 ENOUGH TO 9EACH 7HE 1.1.4111 STRUCTURE BEHIND SAID, WALL FWISH9S, ANCHORAGE SHALL 811 AS . INDICATED ON NOTES 8.1) & 8.2) ABOVE. .FOR INETALLATIONS ON VINYL SIDING OR 6115 WRH 0R VIRHOUT METAL 51023 CONSULY THIS ENGINEER. 108 11N5TA11JllON- INTO EIFS WITH METAL .STOPS SEE SHEET 201.. (C) ANCHORS SHALL 8E INSTALLED ;FOLLOWING ALL OF THE RECOMMENDATIONS AND SPS0IFH:A7IDN5 OF 711E ANOIIOWS' MANUFACTURE EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: '- '-' "- - LESS THAN THE INDICATED. REDUCE ANCHOR SPACIN0 FOR EACH ANCHOR TYPE. MNUMUM ANC4109 SPACINGS ARE VALID VON EDGE DISTANCES INDICATED BELOW FOR E. 0.. BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. " REDUCED SPACING OBTAINED USING FACTOR SHALL NOT 8E LESS THAN MINIMUM SPACING INDICATED ACTUAL EDGE DICTANCE E,D: . ': FACTOR TAPCON TAPCON WITH ADVANCED 7HREADFORM TECHNOLOGY ALL POINT SOLID SET - BLl1E TAP W/ CAP YAPPER +' MIN. 5pnclNG MU1. SPACING .: 3" MIN. SPACING ." 3' MIN. SPACING .. 3 4/2" MIN. SPACING = 3 ° 3 3/4" 4" POURED CONCRETE & CONCRETE BLOCK MN 114."3" Poulso 12110ZETE MN. SO. 31/2" 1 Y / CONCRETE Rim( • Li84 E0. +2 1J2 POURED' CONCRETE & CONCRETE BLOCK . MN. ED. e3 1/2' POURED CONCRETE to CONCRETE .3' MR ED =3" POND CORCRLTE 13 E,0..3 I/O CONCRETE 8U1CK 1.619 E.D. "2 1/2` 2 1/2` - 0.81 '. 1.0 Cat 1 3/4" _- 0.91 Sf1044) -44%+1 4 1/2 °. .0.36' - 038. LIE C 0 alas.. • T11.11T TESTING & ENGINEERING C0411,ANY e358 kW. 39)4. 41.. Sle. 308, V18em GARDENS, 91ARRk1 33)85 Phone ,: (309)677 -1930 . fax 1 (301 8717531 e- tn&l;'. ti5ea9®a0Leotn E0. 0006719 , l7AUER A. DLITT1 Jr. P. E. FLORIDA 1lo. D 44167. FLORIDA BUILD NG CODE (High Velocity Hurricane Zone 2012 EASTERN.METAL SUPPLY. INC." mwx�c r�n� cm�w� HJ1 HV2 ACCSORruom SHUTTER . BSRT14Af1V "' AeeordIon Shutter System H.V, BLADE E V. OR W10 H•V 149140017 BLADE & N.V. ' BLADE �) REV. No OE5CRIPT2041 DATE Drawn Sy, .P. /A.G. 1 DLO. 07 -213 01/20/12 DATE: 01/20/12... 2 DRAWING No • 12-019 SHEET 042 6' Y4 291 METAL TEC 9 INC.. (9539 # 26) 7635 WEST 2 COURT HIALEAH, FL. 33014 Phi (305) 523 -2323 FAX (305) 926- 7979 MAXIMUM ANCHOR* SPACING (in) SCHEOVIE FOB A QIVEW.J . SNUTTER SPAN. A.S.D, DESIGN NEGATIVE LOAD AND A CORRESPONDING MgUNTIII9 TfPE TOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS . (SEE UOUNTw0S 1 J K' O L' ON 08 E1 7) > q M In) . 'POURED - CONCRETE' . 4 °,POURD:CONCREE /CONOREE BLOCK ' LI. - ::.OWA(.OVEN MOUNING ' 0RNCUARD.MOUNi;NO ' ©WALL /FLOOR.MOUNTINO .., GWALL(VrttLH' (t. p MOUNONO. AS.D. DESIGN NEGATIVE LOAD' pet) DES 014 NEDAVVE��qq{.gqc.. • •O 'LSO. DE�Sf1011 EOATNE LOAD. (p 1) AS.G. N NERAflVEEP��, LOAD nilailiMMMIALOMMMMMMMUHERMMUMMUIMMUMMEMN ��AS.D, !p }}!!��pat tr �.� oR IFS$ ISMENERNAMKAMMEIMOMMOIMUMMMOWNIMIMMEMMILMAIMENF iniNAMM 6 EMINIMM MEMS QiaiYIMMKEi® MMMU1EIIif1IY�UENUR�t�il�MMMUMI U lEn3s EiMMMI 3xz ®®E# MEMM 71MA iEIDM 7KOMMMMUAMM7E[OMM UIMlFMMMMENaMMN[OMA MN /EMEL33Mi MWMFA[•mmIACMME IMMER MM Qi0 EME ` OTIMUUMMMMIBIMMMMUIMMMMMUIMMM=MMURIALNIMM= OH77[OB0 imGm7;mu AIEEMEEDIAO ilUIMIKIM fAR[] fft7 lAICHIENI 'IIAf�ylf�ik3iEMI [IIF�[:11fY3fBiftHMMEMMEgiMmUIM NIENESIKEE ®WR � MH® MINNImMfr I mm£Of3camm7mN'Lmmuni LIE Ei• N0 EICINERAWAKARMEi MIEE ®NIU MIIMpSQ7iQMIUMAMME /'E0 1KSIM![ MICAMO[,MMAMEM 0l[MC ii[mn QICIIIC WEI MMIM 7 "0" MMEAMEtAMm ]iE,IMMIBIfF ifiQ7Call�iB MM MIUMIE71MMUIC MUE�Ec7Rik7ft7E��MMMEMMMEIE: MUMf[iE7E] ME>AEiEMM r , �fE�fI7E t17 tA�fI7ft�i>elf� ®®3i33E>QMILI maim liu tz iE1fmEummicammE�ft7mmme t2 dQ m E mmmamumm imamo E mum .LSIfufi7E7E mmsafY7R®�Yia#E:lmmmemi6iym rm m7il7ummen ' [JfE'3rm[fOusica �f giummmmmiL'31L> 0' 0u �E:![�umnimmra fE�EL •ommo%'1E71Qf©ILA[:&fICELg mifI1mulm®I TOE Q >rmil•F3Ef�iQQmmum ri�imil3i~' emmoiiE�i ismiE71F1G+liilElEusamm maim= mmeaQ�mE71ElC.snmem • mummQ [IE:7EXI 3MINIMO IM==O fa mumm mm mUm == M RlrME3mMMOIMEMIAM fY7ITJBMMMOIQLE7E7R:!JP3MOMM 3El IXECIt7SF iMMMIBIF IAMMQQQMEAMMUIR' 7K. OIMMII UMIU MMIC OME3M [p]•L�MMEIQ,QQMIAMMEMUMMEA[>OY�If M=112 IIT M E> MAM Q LAIf91EEf1QlCailEf7Ii7L•T MICI ®f IMOI[±•E7f Ma�MMIMEEMM MMENCImov°M ®M�avEM°d 11=M SfLliill ®tea = �M� M�MMI° D° MIA�dM M w MM�IMER°vM t4 MEAM QfAMIIM i41 M= CIO'ad=i1MfTgq7[if MICO=121=1 14,�" �mmm��mmmmme mmaiE7C imam mIIFalmC1 ®C'> ommi�mmmidQQE�mumnii0C1 E�� fiElQQi7[S[7EjE[IOiCEf cumammum �C1mumm ==p&�®IEASOEII 16' R" mmum ==== ElmmenQQEi ®FIIE;Eimumm Q E.7mmSC mma vvmsamommammunimuummmmimommmmmumaimummmummem R° manommassimmuammmummaimmmemmommemmmoomamm miummaimmmummmummmummmoommummemummmmorm iLlff31iLmmica f.'7mf'iF&im:>Q]f' m=mm fr7FILA`•lf'.Ilf7QQ lSIliI6S3C1mi9m TAPCON 0R 4PCON WITH ADVANCED T EADFORM TECHNOLOGY UD -•SET BLUE TAP • TAPPER+ '34 SEE ANCHOR SPECIFICATIONS ON SHEET 14, V BLADE ONLY MIAMI -DADE *COUNTY �1o0!VF, A T44. * "13X .STATEOF P,E. SEA7'YlifeGRE %DATE / iL1 c OtAte. TIWT TESTING & ENGINEERING COMPANY 8355 N.W. 38th. St. 8 e. 385. mons 01ABENS, 51.011BtA 33180 Phone 7 (305)87 -1830 Fm2 : ,(305)571 -1531 rs 6 6- 000 6715." WALTER A TILUT Jr. P. E. 51.085A 1.1 . # 44157 FLORIDA BUILDING CODE Ut h Vel'ocit I ur oone ' Zone Q: 2012•: EASTERN METAL SUPPLY, INC. METAL TECH iNC . (ASSA #`25) 7635 WEST 2 COURT.. HIALEAH, FL 33014 PH (305) 923 -2323 FAX (305) 828 -79713 MAXI IUM IMPACT 1-1V1 FiV2 .ACCORDION SHUTTER BERTHA HV n Accordion Shutter System • KV. BLADE Al W/ OR W/0 }1.V' VIINDOW' BLADE & P..V. BLADE N AEV, Ro 5550115110N 051E D,Swn by: F.P. /A.G. t. .01.0 07 -213 bt /20/12 DATE: 01/20/12 3 4 DRAWING No 12- -019 5 a. SHEET 15 OF 28 ', + u u '.► ■® P.,:►G ; S •; .'' ► .� 4�'. 'S ! : R: .EGATiY ` A S,D3 DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHE.LiS 10 Sc 1G) MAXIMUM SPAN (ft)' SOUTHERN PINE No. '2 ;W/ hlIN. G =0.55, DOUGLAS FR W/ MIN. G =0,SG. SPRUCE PINE FIR 'NORTH )4y/ MIN. G -o.4,3 WALL MOUNTINGS M, N, 0 & CEILING MOUNT T FLOOR MOUNTINGS WALL MOUNTINGS, CEILING MOUNT 'T 0..011 MOUNTINGS '-0" 0({ LESS 5.-0" 7' O" • EDATILIE AS,O. DE59DN LOAD (p4 30; 905 EGATNE, A 9.0. OE51CN..146 Oaf in 40 •B0 -Eal aee6 MM MMOI m MIMMIMM MUMMM MOM MEMUMMM MOM MIMMUIMM EGATDI9 A.S,D. DESIGN LOAD tf NEGATIVE 4.06 005050, LOAD (pet 90 105 30 6.5 5.5 4.5 3.5 40 80 10 10 0 90 105 40 90 105 SPRUCE PINE FIR c SOUTH, W/. MIN. G =0.38 WALL ;MOUNTINGS CEILING MOUNT T M, N; 0 r8b ,. FLOOR MOUNTINGS 06246614.5.6 DESIGN LOAD (pet DATA A.S.O. 0E01ON 1040 (p 40 80 ��® MHO" M ® ®® MMMUM 6 M3.5 afl!MUM Maw 6 6 UfflUMMIMMI MMUCIMUMMEMEM 10 ®1.0 4' aveatU ' a a® t�®®'1{l 5.S a®Cilar' ' ' ®�C®i�® ®10 5.5 !2111 5 ®a®aa>aaala�aa�mlaeea®e'am a®a®aaaaensm ®1) 4.5 m ®°oia anc a latsim 1a mama m® mm 10 ®slaaam ma®e�a��a ®1D aela�aaa ®ma®aammaaamma� mav1a®® 10 m aea nam eta m ®m mamma ®mace 12 ®mm®a� aam ass maammummamaaammammate mummammanammammam 10 10 1/2" MIN. COX PLYWOOD EGATNE A S.0, - 200140 LOAD (pet ® M ®.. 30 a� 6 6 ESUM ' S IE�a�1CINCII® �® 6' M®aer� .6 mavla®a�= a�ae a u maea ' 4 um= ammo mam® a n 4 ®� a aa� ®` dENISCU7 ®1M ®ea ® ®0®® ®� ®� s ® ® �® a® ® ® ® ®M ®� ®121 1121 ®111� ®11211111 111 INIMMIUM mm®11e�a® 90 105 40 94 105 40 BO 90 10 10 10 10 10 10 10 10 10 10 10 8.5 10 10 10 10 10 10 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO %%I I, FLOOR OR 9086 2066 901FIT SHALL 8E AS 101.0049; - 1 /4'0'TAPCON OR TAP001.1 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED 8Y 8011606 17/. MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON 5HEET8 1S .9 19.:: 2. -ANCHORS TO HOLLOW CEI1IN9 SHALL RE AS PER 0002600 TYPE U. 811087 19: AND SHALL': CONSIST OF IA0:SCREWS AS PER 0.D.5.:20D8- :SPECIFICATIONS. SUBSTRA'TOO SHALL. CONSIST OF THE FCLLOWIOIC: 00UTHERN' PINE' No. 2 W/ 4.0.55 (0.6.8): - DOUGLAS FIR W/ Ce0.50 (2.0.5.) - SPRUCE PINE FIR NORTH V/ C =0.43 (N.D.S ) SPRUCE PINE FIR SOUTH W/ 0 =0.36 (N.O.S.) -MIN. 1/2" CDR PLYWOOD ( 88B APA) -. 4. ANCHORS SHALL BE INSTAL140;FOLLOWINO. All OF THE' RECOMMENDAT10N8 'AND SPECIFICATIONS OF THE .ANCHOR'S MANUFACTURER. (AMI -DADE COUNTY ,tp,tt�q Ti,G /,° �o z STATE OF x Pa�� •. OfiIt 4.41,(0 � P.E SEATS /DATE (J HV BLADE OR HV BLADE W/ HY WINDOW BLADE WORKING IN ' UNISON. 211029 OF USE OF .81-122r 28 ILIEC i[iC.'. TII.LTT TESTING & ENGINEERING: COMPANY 8358 N.W. 38th. St, Ste 308. VAGINA GAR0SN4, FLGMUR 33149 �PBona : (308)871 -1830 . Fox t (305)871 -1831 4 -ma8: taiao50o01.00411 E8- 000871e WALTER A T1WT Jr. P. E, . FLORIDA U. 44167 PH FLORIDA BUILDING CODE (High` Velocity' Hurricor e Zone Q 20)2 EASTERNM00.41 SUPPLY; ETAL TEC 9INC. (ASSA # 26).. 7835 WEST r? COURT HIALEA41, FL 33014 (305) 823 - 2323 -FMS S345) 826 -7979 M AMUIV1 IMPACT $$Q(l V2 ACUO D1ON SHUTTER; ., OPKTHA HV n Accordion S1 uttorSystem • H.V. BLADE #1 W/ OR Sfo H.V'WINDOW MADE & H.V. 0L/OE !j 7EV. #10 DESCRIPTION DATE Dram by: F.P. /A.C. t.. OLD C7 -213 61/20/12 DATE: 09/20/12 4 5 ORAVVINC' No 12"'019 • SHEET - 15 OF' 20 4 Ir1LYI000 �V SPAN; NEGATIVE. A S,D. DESIGN LOAD .'. N1)' .A .CORRESPONDIi�G '.MOUNTING (5EE MOUNTINGS aN SHEET 19). SOUTHERN PINE No SPRUCE. PINE SPRUCE PIN 2' W//: MIN.' G 0.55 FIR..NQRTH FIR SOUTH Ot UG FII2 W/ 0=0.43 W/ MIN, 0=0.36 MAxiMUn�. ..' MrN.¢d,5a. SPAN W ., M1N.. G, (f{) HA WALL MOUNTINGS B.0 _WALL' MOUNTINGS B.O. WALL, MOUNTtNGS. EW10VE A.S.D. 0569ON 4591) (p61 911196E 45,0. DESIGN LOAD (Ps) NEGA19VE A.S.D. 5559096 LOAD (pe 30 40 60 =m 90 105 30 40 60 631 90105 30 40 60 gain 105 3' -0 ' 0R LESS k I1I� 12 12 12, ME 12. 12 12 12 .12' ® ®�J 4' -0" 12 ®12' 12. �®�' ®Il�illY� 12 12 ®� '-o 12' 12 12 � 12 � 12 � 12: � 12 12 12E 11..5 .10 6'-0" 12 12'��' ®� 12'.12 1011131111331 12 JI E 9. & 7' -O" 12 12 �� ®12 12 12 ®10 12 12 [� 10 8 6' -0" 12 '12 ®([� 12 12 �[��{� 9 12 ® ®6.5 7 9' -0 12 gall 12 ®120„12 ®12' ®9 8 12 12 9.57,5 • 5 10' -o 12 12 12 �3E 9.5 12 12. 10 8 7 12 ®[g 7 6' 5.5 11' -D" 12 12 12 12 10'.8.5�� 9 7.5 6.5 12 m+ 12'-0" ®�(�jj(�j 9.6 8 12 OM' 6 12 ®6 5 13.-0" ®12 12�� ® ® ®9.67.5�5.512EI6.5 5 [ 4 14' -0" 031B3 12 9.5< (�12 9'� . 4.5.12 9.5.'6 '4 3.5 19' -4" 12 12 11 9 - �[�a12 S 6.5 3.511.58.5 6 4.5U 16' -0 12 18:5 6.5 4, 11.512 8 6'4.5 6 5.5 '4 U® ^• NOTES 'ON. ANCHORS REQUIREMENTS: WOOD SUBSTRATES.. • .1.'AMCHORS TO •WALL, FLOOR 50110 WOOD SOFFIT. SHALL 9E.A5 FOLLOWS`: 1/4 "0 TAPCCN 011 •TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED :sr LT.W. BUILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 da 15. • FXGEhI'IDN: SEE NOTE 2 061091. - 2. ANCHORS TO HOLLOW CEILING SHAU. 85. AS PER MOUN LL TING TYPE U, SHEET .19 • 'JAG : SOREWS AS PER 1405.2005 SPECIFICATIONS. 3. "SUBSTRATE SHALL�CONSIST OF. THE,POLLOWINGt - SOUTHERN 8I14E No. 2'W/ 0 =0.60 `(11.0.6) • - DOUGLAS 8114.W/ G =0.50 (N.D.S.) - SPRUCE PINE FIR' NORTH W/ 6 =0.43' (54.0.5.) - SPRUCE PINE 8159 SOUTH W/ 0 -0 .68 (54.0.5.) -MIN. 1/2" 00X: PLYW000 (less APA) , • 4, ANOHCR5 WALL DE INSTALLED FOLLOWING ALL 46 1•6 RECOMMENDATIONS' AND SPECIFICATIONS OF THE • ANCHOR'S MANUFACTURER, TILLIT TESTING & ENGINEERING COMPANY .8388 901, 3595. 89: 89". 308, 8185366 CARDFN5.: FLORIDA 3398 Pho08 F- (305)p71 -1830 . Fax t (306)971 -9931 e -mnW 18E8oaSooLeom E8- 0006719 ' WALTER 6.:199.537 Jr, P. E.. FLORIDA 538. # 44167 FLORIDA BUILDING CODE (Hip Velocity Hurricane Zane OD 2012 .EASTERN. METAL SUPPLY, 1N0, METAL TECH; INC. (ASSA # 26) 7635 WEST 2 COURT HIALEAH, FL 33014 PH (305) 523 -2323' FAX - ',(303) 826 -7979 I1(MA 111M1➢M IMPACT 14V2 ACCORDION SHUTTE93 BERTHA HV'" Accordion Shutter System H:V..S1ADE 11 W/ OR W/0 H.V 92(00?! MADE & H.V 9 DE �( 140 DESCRIPn0N 061E Drawn 5F; F.P. /A.0. OLD 07 -213. 101/20jt2 DATE: 01/20/12 DRAWING 110 12-019 SHEET t6 913 in tEll IBI SOUTHERN PINE No SPRUCE. PINE SPRUCE PIN 2' W//: MIN.' G 0.55 FIR..NQRTH FIR SOUTH Ot UG FII2 W/ 0=0.43 W/ MIN, 0=0.36 MAxiMUn�. ..' MrN.¢d,5a. SPAN W ., M1N.. G, (f{) HA WALL MOUNTINGS B.0 _WALL' MOUNTINGS B.O. WALL, MOUNTtNGS. EW10VE A.S.D. 0569ON 4591) (p61 911196E 45,0. DESIGN LOAD (Ps) NEGA19VE A.S.D. 5559096 LOAD (pe 30 40 60 =m 90 105 30 40 60 631 90105 30 40 60 gain 105 3' -0 ' 0R LESS k I1I� 12 12 12, ME 12. 12 12 12 .12' ® ®�J 4' -0" 12 ®12' 12. �®�' ®Il�illY� 12 12 ®� '-o 12' 12 12 � 12 � 12 � 12: � 12 12 12E 11..5 .10 6'-0" 12 12'��' ®� 12'.12 1011131111331 12 JI E 9. & 7' -O" 12 12 �� ®12 12 12 ®10 12 12 [� 10 8 6' -0" 12 '12 ®([� 12 12 �[��{� 9 12 ® ®6.5 7 9' -0 12 gall 12 ®120„12 ®12' ®9 8 12 12 9.57,5 • 5 10' -o 12 12 12 �3E 9.5 12 12. 10 8 7 12 ®[g 7 6' 5.5 11' -D" 12 12 12 12 10'.8.5�� 9 7.5 6.5 12 m+ 12'-0" ®�(�jj(�j 9.6 8 12 OM' 6 12 ®6 5 13.-0" ®12 12�� ® ® ®9.67.5�5.512EI6.5 5 [ 4 14' -0" 031B3 12 9.5< (�12 9'� . 4.5.12 9.5.'6 '4 3.5 19' -4" 12 12 11 9 - �[�a12 S 6.5 3.511.58.5 6 4.5U 16' -0 12 18:5 6.5 4, 11.512 8 6'4.5 6 5.5 '4 U® ^• NOTES 'ON. ANCHORS REQUIREMENTS: WOOD SUBSTRATES.. • .1.'AMCHORS TO •WALL, FLOOR 50110 WOOD SOFFIT. SHALL 9E.A5 FOLLOWS`: 1/4 "0 TAPCCN 011 •TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED :sr LT.W. BUILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 da 15. • FXGEhI'IDN: SEE NOTE 2 061091. - 2. ANCHORS TO HOLLOW CEILING SHAU. 85. AS PER MOUN LL TING TYPE U, SHEET .19 • 'JAG : SOREWS AS PER 1405.2005 SPECIFICATIONS. 3. "SUBSTRATE SHALL�CONSIST OF. THE,POLLOWINGt - SOUTHERN 8I14E No. 2'W/ 0 =0.60 `(11.0.6) • - DOUGLAS 8114.W/ G =0.50 (N.D.S.) - SPRUCE PINE FIR' NORTH W/ 6 =0.43' (54.0.5.) - SPRUCE PINE 8159 SOUTH W/ 0 -0 .68 (54.0.5.) -MIN. 1/2" 00X: PLYW000 (less APA) , • 4, ANOHCR5 WALL DE INSTALLED FOLLOWING ALL 46 1•6 RECOMMENDATIONS' AND SPECIFICATIONS OF THE • ANCHOR'S MANUFACTURER, TILLIT TESTING & ENGINEERING COMPANY .8388 901, 3595. 89: 89". 308, 8185366 CARDFN5.: FLORIDA 3398 Pho08 F- (305)p71 -1830 . Fax t (306)971 -9931 e -mnW 18E8oaSooLeom E8- 0006719 ' WALTER 6.:199.537 Jr, P. E.. FLORIDA 538. # 44167 FLORIDA BUILDING CODE (Hip Velocity Hurricane Zane OD 2012 .EASTERN. METAL SUPPLY, 1N0, METAL TECH; INC. (ASSA # 26) 7635 WEST 2 COURT HIALEAH, FL 33014 PH (305) 523 -2323' FAX - ',(303) 826 -7979 I1(MA 111M1➢M IMPACT 14V2 ACCORDION SHUTTE93 BERTHA HV'" Accordion Shutter System H:V..S1ADE 11 W/ OR W/0 H.V 92(00?! MADE & H.V 9 DE �( 140 DESCRIPn0N 061E Drawn 5F; F.P. /A.0. OLD 07 -213. 101/20jt2 DATE: 01/20/12 DRAWING 110 12-019 SHEET t6 913 ON EXISTING... WOOD BUILDINGS FOR (i) HV &;` T_. O,• ►S i *► TO ONLY SHALL. BE 'LIMITED TO 105.13 DESIGN LO SPAN & 'DESIGN LOAD FOR INSTALLATION WITH BLADE 1/4 "0 TAPCON OR ' .. TAPCON WITH ADVANCED 51 /. 1 FORid TECHNOLOGY or 1 THREADED M A A TO. TION O AREA TO; EXISTING WOOF HEADER. L0 i . fit!/ i { � row �) oR 15 :to� Mall! ,�� I� WA � EXISTING 8144. 2 "x4" WOOD HEADER REQUIRED • i 6614. SEPARATION' (566 SCHEDULE ON 514EE7 12). 1/'4 °0 TAPCON 0R TAPCON WITH ADVANCED 086600FO6M TECHNOLOGY ; V/ 1 1/2" Min PENETRATION 0 .THREADED AREA TO EXISTING WOOD HEARER. • '(SEE s0HEOUt.E 011 SHEET. if) OR 1/4"-20 NUTS 0 12° O.G. D. EE • SHEET 28 FOR MAX, WORKING IN UNISON I. MIL EXISTING MN. 2 "x4" W000 r HEADER REQUIRED 6614 SEPAPARON. TO CUSS (526 112(660�E 1146 ON 5HFE,1;56 OR 14 AUN: SEPARATION . • TO (0000 (5EE 506.01RE ON S (ET -- 12 FFOR BLADE 1 fi EXISTING p ON' 5HEEJ,28 GLASS '11 81ADT3 1 1/4 "0 ,TAPCON OR T060014 1WT8 ADVANCED <.. THREAOFORM TECHNOLOGY W l 1 0 Mln. PENEi 06 THREA/2DED 8666 6,RA110W 1d10WI0TH OF 16000 KATE.. (SEE SCHEDULE ON SHEET 18) BV WALL HEADER INSTALLATION EXISTING. .:. GLASS-• --I MIN. sEPARATION 2'x4': CoNT. T4 GIAS5 Wo00 PLATE ' . (SEE 0466.0 ) 2) 6600. 'ON 'SHEET .2) MIN. SEPARATION. TO GLASS EXISTING(BOERS 0112) Ai 4 "0= 20x3 /4'. S.S. ib °r t y fdAR{INE SCREWS W,. a `,'"o',"' F•i". - 1/4 =20 NUTS EA 12".00.'. 1/4 "0 TAPCON OR • TAPCON, WITH ADVANCED, ' THREADFORM TECHNOLOGY 8/ 1/2" Mtn. PENETRATION OF THREASIED AREA IMO PLYWOOD. ®t�� ®��`T•, (SEE SCHEDULE ON SHEET 16) • -EXISTING 1416. 2 "x4" STUDS:,,. 1 /2" MIN: COX PLYWOOD REO'D. .'>9 .16" O.C.'MA& REO'D. PLYWOOD TO BE ATTACHED TO EXISTING MIN. 2,444 STUDS 0 16" D.C. MAX. REVD. . IN ACCORDANCE WITH.. PLWJ000 TO BE ATTACHED TO STUDS IN /¢CORDANCE • 'SECTION 2322 OF THE F.B.C. WITH SECTION 2322.0E THE F. 13.0. }TV, WALL SILNSTAL ATIO L. 'I N 1 "Min. 1/4`0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/2" Mlo. PENETRATION Of TIMWED AREA INTO PLYWOOD, (SEE: SCHEDULE .014 SHEET .16) WALL. FINISH 1-SEE 5HEET 4. FOR TYPICAL SPLUTTER ASSEMBLY. 2- MOUNTING SEOTWN5_ CAN 8E COMBINED IN ANY WAY TO SUIT ANY INSTALLA110N. • 2 "x4" CO T. SILL PLATE.; - 1 /4'0- 20x3 /4" 5,5, MACHINE SCREWS USING 1/4 ° -20 NUTS 0 12" 0.0.. --,.� 1 -- I1".Mln.�^ 1 /4 "0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W 1 1 /2" Min. 'PENETRATION ,-WALL 06 TNREA0E0 AREA G FIM511 (BEE TH OF W000 PLATE,. • (SEE SCHEDULE ON 5HEET, 16) HV WALL SILL INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone TILLIT: TESTING. &.ENGINEERING COMPANY 8388 N2'. 381h. 5l" Ole. 308, VIR1516. OAR5010. 60011I1A 23146 6h1110 0 (305)671.,1530 Fax , (305)571 -•1531 .a -math 6000o®ac0oo,n _68- 0006716. METAL TECH TECK INC. (ASSA $ 26) 7635 WEST 2 COURT HIALEAH.. FL 33014 61-1 (305) 823 -2323 FAX (305) 828 -7979 ' (4 2012 EASTERN METAL .SUPPLY,.IN IVI �3CHMUM HHVIPAGT HV ! ACCORDION SHUTTER BERTHA 7' Accordion Shutter System .... . H.Y. BLADE - l 8/ OR 8/0 H.V 5111460@1 BLADE & KV._BLADE REV. thi 20500I1T1011 DATE brawn hy: FSVA.O• OLD 07, -213 01/20 12 RATE: 01/20/12 2 DRAWING No 12- 019 SHEET:' 18 CF 26 .INSTALLATION DETAII.S. ON EXISTING WOOD. BIJILPINGS FOR', . HV' & * 'HV•' BLADES.' (AS' APPLICABLE} MAX. 'SHUTTER SPAN L+ OR L— FQR INSTALLATIONS INTO :. WOOD WITH HV • BLADE • ONLY SHALL •BE LIMITED TO X05 "0 psf. A .D. DESIGN L AD. EE SHEET 28 FOR MAX - '"'L ` SPAN' & .DESIGN .LOAD FOR INSTALLATION WITH 'BLADE, 1 8c WORKING IN UNISON 14 "4t'TAPCQN OR . -" TrMOON WR11 ADVANCED THaEADPORM TECHNOLOGY - 4 °XB° ASin.)j EXISTING ,®..e W 1 '1 2 Mtn, PENETRATION WOOD :REQUIRED. EX TING WOO /IKEA ER, • UE OACY /' �i1 4 d 211x3 4 ". • 8 BEAM / / / III . ' •', _ 1Ff17A1lCLLIAS iRQSS HEAD ' :. VEER OR J �� Vt% 1A° 200 N TS TD 14 (2 0.0.." jIDN. '� �i TAPDON OR NW i' .1 ' TAPCON WITH ADVANCED ® i J II -2,50'!. OEw'NiItE.1OEO0D BEAM TO rQ $14113/4" (SEE SCHEDULE ON 561. EET 16) Y .Q' 6" Q.C. :e �rO +'�J,o 1�3JorQ Ilfi Nia 111, poem fr1,11.1 0 falaikw� �DPTIONAL III::• EXISTWG- •4( - GLASS Il 9' • 2° MIN. EDGE OF APPLICABLE)"._:.: STING MIN 2 "x4" HEADER REO'•O MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 12) 1. HV WALL HEADER INSTALLATION 1 SHEET 4 FOR T1y60PI�CAL SHUTTER ASSEMISLY,. 2- 100147 )6 EE0TIONS.6AN BE COMBINED . I4. ANY WAY TD. SUIT 1)6)6 NSTAL1ATION. • 1,14.5EPARATION Cft{ST1NC I ' (SEE SCHEDULE D S SHEET 12) WALL • FINISH ■f pl.11111,7"m"mp �rr�ri_' tfi _ 0R • -.EQI1 '1/44'0 -204 1 4° 5.5..• 1/4" TAPCON OR .,1" .. PHILLIPS '016155 HEAD . TAPCON WITH ADVANOEO. .Min M ' MACHINE SCREWS THREAPPORM TECHNOLOGY W/: 1(4 20 NUTS • W/ 1 1/2" MIA, PENETRATION 14 (2 O G OF THREADED AREA 40 • 1/41. TAPCON OR•'TAPCON WITH ADVANCE/) TNREADFORM 'TE OLOGY 1410471141H 'OF 1200D• PLATE. . W/ 1/2": Mtn. PENETRATION OF THREADED AREA INTO WOOD DECK. •(SEE SCHEDULE 014. SHEET 17) • (SEE SCHEDULE ON SHEET 16) HV 'WALL :„SILL: FLOP—ft iNSTALLATIPN 1/4" 0 EXIOIASS -•J ro( sotuts ON I lal srak6"n a HV CEILING INSTALLATION 0 OIA55 • EXISON 12 666 11 II CLASS . I Rums 0 2'516° MII4.. WOOD DE01< REQLJIR6D (NO FINISH ALLOWED) ,Eno OF 'ANCHOR LOCATION: 0 R OPEN HOLE AT EACH STUD TO ACCEPT 9/18 "0 LAG SCREW AT CENTER OF TUBE. 1 I 10600146N66 EX15T1)1 '160ssxoz on 6Ia- OLASS--1 WITAATIE,4 tea 6or 13 O HV 'CEILING NSTALLATION 0R c• #10,0/44 HEX. WASHER 11640 TEN" SCREWS ® 12" o.o MLAMILoADE COUNJY j11 p'Tlj,. �r j 4,21 Yt P. L." r J /DATE IL• lEc ac.` TILCIT'TESTING &. ENGINEERING COMPANY 8780 RAY. 36th.`61, 54. 308, -- 06815114 CNIDENS. FLORIDA 3316E 1,1.m x.(308)671- 1630. Pdx. ( (308)671 -1531 ;. - .0 -0011: intact:0 p1,50m. EB- 0000718 WALTER A. TNUT Jr P. E FLORIQA FJk: 9 44167 • 0 EXISTING SOFFIT 3/4 Max, THK.:. "A4-111/8." CONT. ALUM TUBE (6063 T6 ALLOY) Yt/ (3) 5/16"s• LAG SCREWS TO' EACH RAFTER OR TRUSS LOCATE TAG SCREWS AT MIDWIOTH OF EXISTING W000 MEMBER, (2" -MIn. NOMINAL WID1H). W/ 2 ". Mtn. PENETRATION OF :THREADED AREA VALID FOR INSTALLATIONS WITH 72 p6f MAX. A.S.D. DESIGN LOAD. AND 9' -0" MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ ?MIN. SPECIFIC . GRAVITY OF 0.80 As DOUGLAS :. R �4.. FIR OR SOUTHERN PINE No. 2, . DR EQUAL. 'MIN. SEPARATION TO GLASS -.1 (SEE SCHEDULE. ON SHEET 12) EXISTING 1 O1A55 --1 EDGE OF DECK LI IF APpCABLE 110 • SEE UM1[0110146 OF USE OF BLADE (100 ON 5666T 28 0 2'1.6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED), E0GE.OF I(, IF APPLICABLE DEC 1/4 "0 .6.11, TAPCON •OR F.H. TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" .MIn. PENETRATION.' OF THREADED AREA 4V 11102/10TH OF WOOD *PLATE. (SEE SCHEDULE ON'SKEET'16). 0 14V WALK —OVER INSTALLATION FLORIDA BUILDING CODE' (High VoIoGty 1Iu ricDne Zones 18) 2012 EASTERN METAL SURPLY, 1NC. ' METAL TEC 1 INCO (ASSA # 26), 7535. WEST 2" COURT HIALEAH, FL 33014 PH (305) 823—i,324 FAX (306) 626 -7979 MAXHV DM iii PAC 4 E'6Vi. HV2 AGGORbIOM SMUTTIER • aERTHA RV w 4,ccpM1tonS6utterSystem H.V, BLADE Ii 10/.010 11/0 N.V. WINDOW BLADE & HV: BLADE'A. ITV. No DESCRIPTION DATE orootn 66E.1'./A.C. OLD -07 -213 • 01/20/02 DATE: 01/20/12 DRAWING -No. 12- 019.'. 4 SHEET. 9 OF 25 214* MIN, WOOD STUDS.. (AS APPLICADLE):.... /AL Em0599 GLASS 1101 SI:'PATNTON .. TO BASS (EE • 12 F�00120 (1]NMD ...09 SHEET 28 R BLADES Q Jc QN TAL`LA 0 S 0 :LA 5.1 PP.: 741511 74100014 OS TAP210N. y 700 41014114010 299E24d5109 1 T 09291 OY" 0 MALDEN ANCHORS oe O,C W • / 4 1/2 1,117. THREADED P/ 4921. DN INTO STUDS 014 . . PE NEIRA Tfl L/22 ' C0C PLYWpPo IF 410 BFUDH EtUeT.. 1/2 10x1 /2 &M.S...' ¢, O.0 0 D , 0.0.0 . 0.0.0.0.0.0 e•0- 0.0.0•m ®.4 0.0.0.4 END CONNECTION DETAIL D. • IA AL 1 /i8 {J (8083 -10) coNt ALUM. 211OSE9 PLATE. ( AT ENHER. 0700. LOCALE 1 OF ;1x1/2• S. 1 s.,..0. ) 2 "047 MIN, WOOD 0 Amass' SEPARARON • .' %.tb:' • 1D GLA05 (SEE' - ON 1/2` MIN. 002 12 05F74(F0E1� Atm 00121000. 5 54SA9 S de_.80 1.1111milms Y 0 .poinam, N.- c■ . o•itiO4)m6 •0‘,. ©(7 0«® ©•,r a . END CONNECTION DETAIL, WITH ADVANCED DR 790001 ( .LASS O TECHNOLOGY 1121 MAIM --'C ANCH0R519/ 1 1/2° Nut. THREADED PENETRA2TON 5770 muse o 1d" 0.0.: SEE OETAIL 5 Fox SIPE DONNE-ODOR • • 10 TRACKS • 121511140 � 1/4`8 1APCON 0t( TMCON .. WITH ADVANOED THREADFOtttd. ..,. �.. 100HN0LUDY.'RW 01210E1 2 o4° M84. 0520 1f{rA74O10)0 Ytl f 1' 2 Mitt r8N, s 9903. 51UDS REtl D. 2120 0 FD'PEN 12 0.14 '...1D :BUSS (SEE .. WTO 8RfD9'0 s01-EDULE ON SHEET 12' FOR BLADE [{SAND .: :ON 51511".29 €GR BLADES 0) k • 2' wviI r ik 1 Il/. <, 1: 1 / !....." 111 El TAL`LA 0 S 0 :LA 5.1 PP.: 741511 74100014 OS TAP210N. y 700 41014114010 299E24d5109 1 T 09291 OY" 0 MALDEN ANCHORS oe O,C W • / 4 1/2 1,117. THREADED P/ 4921. DN INTO STUDS 014 . . PE NEIRA Tfl L/22 ' C0C PLYWpPo IF 410 BFUDH EtUeT.. 1/2 10x1 /2 &M.S...' ¢, O.0 0 D , 0.0.0 . 0.0.0.0.0.0 e•0- 0.0.0•m ®.4 0.0.0.4 END CONNECTION DETAIL D. • IA AL 1 /i8 {J (8083 -10) coNt ALUM. 211OSE9 PLATE. ( AT ENHER. 0700. LOCALE 1 OF ;1x1/2• S. 1 s.,..0. ) 2 "047 MIN, WOOD 0 Amass' SEPARARON • .' %.tb:' • 1D GLA05 (SEE' - ON 1/2` MIN. 002 12 05F74(F0E1� Atm 00121000. 5 54SA9 S de_.80 1.1111milms Y 0 .poinam, N.- c■ . o•itiO4)m6 •0‘,. ©(7 0«® ©•,r a . END CONNECTION DETAIL, WITH ADVANCED DR 790001 ( .LASS O TECHNOLOGY 1121 MAIM --'C ANCH0R519/ 1 1/2° Nut. THREADED PENETRA2TON 5770 muse o 1d" 0.0.: SEE OETAIL 5 Fox SIPE DONNE-ODOR • • 10 TRACKS • 121511140 � 1/4`8 1APCON 0t( TMCON .. WITH ADVANOED THREADFOtttd. ..,. �.. 100HN0LUDY.'RW 01210E1 2 o4° M84. 0520 1f{rA74O10)0 Ytl f 1' 2 Mitt r8N, s 9903. 51UDS REtl D. 2120 0 FD'PEN 12 0.14 '...1D :BUSS (SEE .. WTO 8RfD9'0 s01-EDULE ON SHEET 12' FOR BLADE [{SAND .: :ON 51511".29 €GR BLADES 0) k • 2' END CONNECTION DETAIL` 1I t /S" taut. 0544 LY21D0 /:'� 109 2^ 0.M WI,C. wviI r Il/. .. END CONNECTION DETAIL` 1I t /S" taut. 0544 LY21D0 /:'� 109 2^ 0.M WI,C. 44in ti N WOOD TUDS. 214" MIN. WOOD- STUDS REXD. 49855 70 014155 (SEE • SCHEDULE (114 12 FOR PLanr ON s EET' 2828 H At70 DIADESOk Gs) SEE DETAIL 2 SIDE CONNECTION -0-0.d-0-10.0- 40 •, 0m0• �• ®- END CONNECTION DETAIL TO CLASS (SEE 2 FOR ON 12 12 R 01-420 '4.190 CS 2 "14". MIN. WOOD .. STUDS REDO. • MIAMI -2DAIJE COUNTY.',. FWASN %IAA 1111111•'1111111 -0.C> (>0. 400. •c7o mm ©•o END CONNECT Ott DET/Il: 1�2 44i ��. T ....Nc 6 SEALisl° 0UR DATE • 1/2" MIN. CD% PLYWO0D.t/ 119M 1. 11 Y IUV. fA9l� S�lalµl lO xO'�S 81l1 -18 MAY) K1 0 lroat J2" 05.8_11 • 01 1/3'81 7)1'20119 - T 101109444111414411 }}pp 1141580 Y 114 9�NID61�A421(p99 - To *AO Ar O.C. (t1C.nE AT 141108 91x. Q0 • SEE DETAIL. 2 FOR SIDE CONNECTION TO 1RAC1S' 2".4" Mu4 -0000 SNO5. • .(AS ApPUCABLE) ALL 114191 Emsnlia 004139 1154 SEPAFW110N TO (2135. (SEE 12 FOR SOLADNE 0)AN ON 04011' 28 FOR .0- 0.0.0.0 m 0•Ci •0-®•O• 0a�m ®om®�m: 0.0 -43 0.0•0 END CONNECTION DETAIL REQUIRED ONLY FOR 5PA1LS GREATER THAN 12,-041 + SEE LIMI BLADE:( ATIONS OF USE OF ON SHEET 28 ©LLIR ®PRO GROOR i4IO 011®0R00 ODROOR 130R C pLAN. DETAIL X VIEW Y IL ECO.Littc, TtLLIT TESTING & ENGINEERING COMPANY 5.355 N.W 38Th. S4 Sla 022,; MAGMA GARDENS, F.1.04158A 33188 Phone : (308)871 -1530 . Fox t (306)671.1541 e-mail, 40- 0t200716Loom WALTER A. 78415.1' Jr P E. FLORIDA. Lim 44167. FLORIDA BUILDING CODE' (H 1 Velocity E$ur'rtcone Zone' ('.2Q12 EASTERN METAL SUPPL'(, NC. METAL TECH; INC (AS5A # 26) .7630 WEST 2 COURT HIALEAH, ' FL 33014 • • PH (30S).S23 =2323 'FAX (305 }'026 -7979 MAXIMUM IMPACT HVI HV2 ACCORDION SHUTTER, 50RTHA NV 14 Jo ordton Shutter System H.V. BLADE i$1 ]if OR .WLO H,V WINDOW BLADE & H.V. GLADE 8 4EV.- No DE50RIPTICN DATE Down 9.71 1.71 /9,0. 1. OLD 07 -213 0)/2(1/12 . DATE: 01/20/12 ... 2 DRAWING No .12• -019 8 SPIEET • 90. OF 2Pt F3� TIN' * NOTES ON HD LOCKS AND _0ENTERMATES•' 1. MANDATORY CONDITION # 1: ONE (3 • H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVV�Q DUTY SYMMI_IRICAL CENTERMATES (1 OR (3�2) AND AT ANY ELEVATION. 4 H.D. LOCK MAY. DE USED AS... AN INSIDE OR OUTSIDE LOCK, ATTACHED TO HEAVY DUTY. SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLAA HEAD S.S. M.S. LOCKING 'RODS. ARE NOT MANDATORY, ie. THEY ARE COMPLETELY OPTIONAL. • 2 MANDATORY CONDITION # 2: LOCATION OF 3 H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION,• I.e., FOR SHUTTER SPANS UP TO 105 ". j H :D. LOCK MAY BE INSTALLED. AT MID HEIGHT OF SHUTTER OR AT 12 ". XHOVE OR .BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS' GREATER THAN 105", e H.D. LOCK SHALL BE INSTALLED . AT MID HEIGHT OF.. SHUTTER. . SEE .END . ;CONNECTION DETAILS ON SHEET. ,24' TYP.-. FULL,". HEIGHT .: TIWT TESTING &ENGINEERING COMPANY 83$'3 N.W. 38th.` SG. St,, 3t 9..V99N7A QWADEN3.'Pl08IDS :33186 .. Phone • (306)971 -1630 ,: Fox •1 (3U¢)671- .1.531 - •e -maRt QRecc2aol.cam• WALTEER . TH.Ot Jr. P. E. FORMA Lio. 94187 FLORIDA BUILDING CODE (High Velocity Hurricane. Zone 0 2012 EASTERN METAL SUPPLY, INC. 1VIETAL TECH; INC. (ASSA # 26) 7635 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (3005) , 826 -7979 MAXIMUM ' IMPACT: HV1 HV2 ACCORDJQN SHUTTER •BERTHA NV11 Accordion Shutter r Sy ate.>n H.V. B P1 W/ OR W/0 H•V' WINDOW MADE & H.V? BLADE Pi BEV. No DE$CRIPAON - SATE Rm. by F.P./A.G. OLD 07 -213 0I/20/t2 -DATE; 01/20/12 CONCRETE ANCHORS'. SEE SCHEDULE ON SHEET 25) . • Y/4 °0- 20s3/J4 °'2.5 MACHINE SCREWS. USING 1/4 " >20 NUTS. 0. 6° CONCRETE ANCHORS , (SEE. SCHEDULE: ON SHEET 25) 50. SEPARATION SEE 115x50508 ON 9NE00 7E) ... INN SEPARATION 1O 01.0.95 (SEE SCHERULE' ON 1 20501 25) EXISTING -. OPTION EDGE 08 IF APPLICABLE £XISANO •-c TMIN. SEPARATION - TO MASS (SEE SCHEDU4E.ON • .SHEET 26) POURED RAT HEAD CONCRETE - ANCHORS CONCRETE '.. (SEE•SCHEDULE ON SHEET 28).. REQUIRED HD TRENCH INSTALLATION Alt 0 Worofedi. +POURED , CONCRETE '..REQUIRED • FLAT HEAD CONCRETE ANCHORS' (SEE SCHEDULE OR 51217 26) • GLASS 11114. 522501001 j0 010.55 I '(SEE 81120131E SHEEP 28) EXISTW0 OPTIONAL POURED'. CONCRETE WALL REO'0. ' M 1/00 20x3/4 5.6 PHILLIPS TRUSS HEAD 0. CRETE ANCHORS MACHINE CREWS. _'(SEE SCHEDULE .ON.: USING 1/4 -20 SHEET 26) NOTE 8 0.0:' OPTIONAL S (114x3/4" ,HEX HEAD' TEKK'SCREWS 6' 5 00. 011. 1/4' 20 S,E M.S. W/ NUT ED 3° 01.: ALTERNATE 14x3/4° HEX IOCATHION r Eyy 14x3/J4° HEX. WASHER WASHER HEAD �� 1 DEAD i'EK SCREWS 01 TEK SCREWS 1 I . 6' 0.0. SHEET W. 6° 0.0. I rn l -- i- •� (((IT� CONCRETE ANCHORS )-- (SEE SCHEDULE ON .205E OF• ® i �Y72•�/� SLAB IF G VAIZ�V#4VA CONCRETE REQUIRED. CONCRETE ANCHORS::-' (SEE.SCHEDULA ON • SHEET 26) Ur) FLOOR INSTALLATION OTE FOR CO? 1 -' SEE 5HEE1' 21 FOR TYPICAL 014001011 ASSEMBLY. 2T. MOUNTING ,SECTIONS CAN .60 COMBINED ")N ANY WAY:. TO. SUIT ANY INSTALLATION. E. 0, m. EDGE,DISTANCE , '(SEE. SPECIFTOATI0NS. ON SHEET 25)': Hd RAINGUARD °INSTALLATION TILUT TESTING & ENGINEERING COMPANY 8285 N•11 . 350. 51. 50. 3)5, 1110561- 8550E55 : 100000 22105 25858 t:.. (305)875.. 1530'. 1008 4 .(255)671-1531 WALTER A. TIL110 Jr.. P. E.'.: • - FLORIDA LIe. #. 44157 FLORIDA BUILDING CODE Hi.h Vetocit. Hurricone Zone (5) 2012 EASTERN. METAL SUPPLY, ETC. METAL '°ECN; INC. (ASSA # 7636 WEST 2,CQURT HALEAH, FL 33014 PH (305) 823-2323 FAX (3515) 826 -7979 MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER.. BORTHA HV "' Accordion ShutterSys)tm H.V. BADE , l 4V OR 1410 H.V WINDOW BIADE 4 H.V. WOE (- REY. JI DESCRIPTION DATE Drawn by: 1 OLD 07 -213 01/20/12 .DATE, 01/20/52 2 DRAWING. No', 12019'''. SEE END WALL CONNECTION DETAILS ON SHEET 24 1 l 1 T ■ i� I jii ' r EXISTING G1ASS SEE .END' WALL GONNECTLOM DETAILS ON. SHEET 24 2 "x2 "x1 /8 "xO -2•.. (8083 -To ALLOY) ALUM, . ANGLE Y!/ (2) 1 /4 "8 TAPCON ANCHORS TO. CONCRETE (TOP BOTTOM k (4) 114x1 /2 ".S.M.S. T TUB AT EACH M)6LE, (TYP) #.14 x 3/4 " S.M.S. 0. 1 (4) HV: PINS (TYP ) Ale suesok .® /,®,®Ilia. ftp e . , (OPTIONAL) HVB- -HDB SYMMETRICAL HQ CETITgRMATES yy -k LOCI< (M XTERIQRI: <4) H.V, �. �ii' PINS MP' 10111111k WA®IM111i®9lO1MEf MINIERIMININEW C,iri� i 1a- ,f � .Ll 9 - 1�� 31 DR 32 �., :I(OPT I4A%)': HVC -HDC .: T SYMMETRlCAL'.HD CENT RMATES LOCK (INTERIOR) RN. SEP ON TO. %ASS'' (3EE.SOBEDULE ON SHEET 28) 8 t /2° M46. SL4CK^ r . P0i1RED CONCRETE OR CONCRETE BLOCK :WALL. REQUIRED FLORIDA BUILDING..' CODE (High;Valoaity Hurroane; Ions 22012. EASTERN METAL SUPPLY.: INC. TILL.IT' TESTING .8c ENGINEERING COMPANY 8355,N.W. 3815..8).. Si.. 488, 8880.197 0885889. FLORIO% 53)98 P5088 ).;(308)871 - 1830-. Pax i' (308)871 -.1831 ' 6' - 8719 yam 28112ER A 1)6610 Jr. P.'S.�:' Roma _Lk. 44187 METAL TECH l 26) 7635. WEST 2.' OURT" HIALEAH, F): 33014 (309} 623 2323 PA)S,05} 886= 7978 MAXIMUM IMPACT.HIJI I-1V2 ACCORDIONS SHUTTER HBRTHA HV "' Aecsrdion Shutter Syetem NV, MADE .11•(1/ 01rty /0JlV WINDOW. (LADE & BLADE N REV. No DESCRIPTION - ' DATE Drawn. by: P.P. /A.G.:.. MO 07- 213 8l/20/12 DATE::'•01 /20/12 DRAWING No 12-019 SHEET: 9..nc. .fo,. ': CONCR E 'ANCHOR. O,C. POURED CONCRETE OR CONCRETE BLOCK WALL' REQUIRED ..`.. EXISTING. -GLASS MIN, SEPARATION 1/16 "x3" :MAX •TQ -GLASS • ' (8063 -T6). CONT. .. . .(SEE SCHEDULE .' _ ALUM.. CLOSER ON SHEET: 25) . PLATE. (LOCATE • AT EITHER SIDE • :AFQ) II 14x 1J2 . $.M.8 •. - POURED CONCRETE.•. OR CONCRETE mBLOCK WALL REQUIRE If', EXISTING GLASS MIN.' SEPARATION POURED: CONCRETE OR CONCREETE,• BLOCK WALL REQUIRED' /- -EXISTING GLASS 'CURED CONCRETE OR 00NCR1TE • BLOCK WALL REQUIRED MIN. 01.185ITON .' • To at.AS$ (SEE SCHEDULE ON SHEET. .28)• 1/2 SEE DETAIL Y FOR • SIDE CONNECTION.: TO TRACKS SEE Dam'. X'F•.- SIDE CONNECTION EXISTING GLASS ' . MIN, SEPARATFON 7Q'. GLASS '(SEE.•5CHEDULE� 08 SHEET 25) 'USE 1' OR r MAX. . (A5 APPLICABLE)x2 .5,1 /8 x0' -Z' ALUMINUM CUP ANGLE (008-76" 411.01) AT MIS EIGHT (1) !14x1 /2e S.M.S. TO( 4 & (2)1/4'0 TAPCONS ANCHORS TO WAL.1: AT 1° O.C. (LOCATE AT EITHER SIDE CFO) POURED CONCRETE OR. CONCRETE. BLOCK WALL REQUIRED: EXISTQdG GLASS' END CONNECTION DETAIL ....... -. , POURED CONCRETE OR CONCRETE BLOCK :WALL '. REQUIRES • END CONNECTION DETAIL REQUIRED ONLY FOR SPANS GREATER THAN 12' -0" 1 IiUR' 3E'ARA110N TO GLASS (SEE SCHEDULE, ON' SHEET - 28),x, - #14,./2 O:C. •::.CON ' ETE ANCHOR 12` 0G: N ' SEPARATION -. . 112, 1 2 MIN.: MIAMI -DADE COUNTS' Aix cTO ��SSlONA1 %1/11ti P.E. SEAL %'ISIIATURE /DATE TILLIT 7ES:TIN13 & ENGINEERING COMPANY: 8388:2.11..2417. 8L. sta. 385. VIRGINIA damps, 7108504 33188 Phone : (309)871 - 1530:. Fox t 005)875-1831 e -male UUeoo ®aoi.com E8- 8008719 '.�,WALTRP 'a380R0 # 4417 : DETAIL X END .INSTALLATIO.N` RV— BLADE *INTO CONCRETE OR CONCRETE , BLOCK . WALL. • FLORIDA' BUILDING CODFUIgh Velocity Hurricane Zone _. X2012 EASTERN METAL SUPPLY, INC..,,' . METAL :"TECH, INC,,, .(As5A 5!.•26) 1835 WEST 2 COURT HIALEAN, FL'33014 .' PH (305) 82 -2323 FAX 4(305) 820- 7970: MAXIMUM IMPACT 9IiiI HV2•-' ACCORDION SHUTTER BERTHA H4m Accordion Shutter system H.V MADE (1 Wl OR W/0 Ny _ENDOW MADE & H.V. BLADE A Ad. Na 66551117052' 58TE 0tawn 5' F.P. /412 t OLD 07 -213 61/24/12 DATE :: 01/20/12 DRAWING No 12 --019- MAXIMUM SHUTTER SPAN. "L + "- OR °L -° (ft) m INSTALLATIONS W/ s1'M_ ME7RICA_L HD CENTERMAT W /..ONE ND 'L0UK1NOr MAXIMUM A.S.D. DESIGN LOAD (ps.t.) (+ GR ID -.0 R LESS 35 40 45 X16* -Icr' . r BO:` 13' -7" 13' -2" '10`-8° :. *. NOTES: (1)•LtiMAXIMUM ALLOWABLE SPAN FOR A GIVEN OSITNE A.S.D. DESIGN LOAD. L-: MAX. ALLOWABLE •SPAN FOR A GIVEN NEGATIVE ' • AS.D: DESIGN LOAD.:. WALL TO FLOOR /CEIUNOMUM SPAN EDR.' -. GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE ' MAXIMUM SPAN "L +" FROM - SCHEDULE. GIVEN A NEGATIVE. A.S.D. , OESICI1 LOAD,, OEILHMINE MAXIMUM SPAN -1,-" FROM 50HEDULE. • FINAL MAXIMUM ALLOWABLE. SPAN IS EQUAL TO 2'NE .. MINIMUM DETERMINED' SPAN BETWEEN 1, +" AND 'aL (3) PROCEDURE TO DETERMINE' MAXIMUM 5PikhlFOR .. • COMBINATIONS 1N BETWEEN WALL_ W/ FLOOR/CEILING '. FOR A ;'GIVEN POSITIVE -.A,SD DESIGN LOAD: DE7ERM1NEt; L1 +w. MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 1.24.. MAX. ' SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS.. -.. FOR GIVEN NEGATIVEAS.D: DESIGN LOAD:.. DETERMINE: L•k'am MAX. SPAN FOR WALL - MOUNTING INS�TALLATI0NS.: -L2 -a .I/AX.:SPAN ' FOR:FL00R /CEILNG MOUNTING INSTALLATIONS . FINAL MAXIMUM ALLOWABLE SPAN 1S OOUAL TO THE MINIMUM BETWEEN "L1 + ", "1.2+". :"LI -" AND.°{.2 (4) 00 TO ANCHOR SCHEDULE WITH 91NAL' MAXIMUM ALLOWABLE - SPAN AND MAXIMUM A.S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR{ SPACING. PARATION TO 61A 'MINIMUM. SEPARATION TO GLASS FOR SHUTTERS: INSTALLED. AT AL ELEVATIONS OF BUILDING I5.3 ". )NSTALLATIONLEGEND SUBSTRATE PGURF-0 CONCRETE HOUSINGS (SHEET 22) WALL AA'& EE MOUNTING.' FLOOR /CEILING SU. co„ DD. MOUNTING FF:& CO • 135 10' =4" 150 155'.... • 180:_ FLORIDA BUILDING CODE (High'Yetocity Murricone Zone TILLIT TESTING' &'ENGINEERING'• COMPANY 8373 N.W. 38th. SL, Sta. 709, W/5I/.:A wools. FLOS@A 3716 Phona /.(308)871 - 1530. 0th, -., (305)871 -163t e -mq5 LIRaoobaoLovn. E5- 0005715 . . _ WALTER A. TILUT Jr. P. E. • (ASSA• # 26)` • .7635 WEST.2 'COURT,., MIALEAH, FL 33014 PH (305) 823 -2323 FAX: (305) 826 -797 Q -2012 EASTERN METAL'SUI'PLY,,INC. -- n/AX MU1 INIRAC7' X61 16V ACCORDION SHUTTER' .. BERTHA j1VT' AccordionShutter5y3tsn. BLADE' #1 W /OR W /0 l-LV WINDOW BLADE & FLV. BLADE 1` 09. No ... DESCRIPTION ' DATE - prawn by. 11.11./A.0. .: OLD 07-213 ; Ot /20/12 DATE : 01/20/12 1vIAXIMUM ANUHQI * SPACING (In) 'SCHEDULE FOR 4 GIVEN MAX. SHUTTER SPAN MAXIMUM A.S.D., DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS MAXIMUM SPAN (ft) • POURED CONCRETE ALL MOUNTINGS M 'TFIRU, GG (SHEET 22) 5p' O11 .LE USE 'MAXIMUM VALUES . 'BETWEEN P05fIVE AND NEGATIVE A.S.D. LOADS 55 >50 TO 90 >90, TO ' 120 >120 TO 160 >160'TO -195 OR LESS 4 1/2 3 1/2 ": 3 3/4 >1'2 " -1 "'', • UP TO • 3 1/2" .{{ NOTE: -h' Imp ONLY FOR UP TO 10 ti SPAN 11(SPECiFICATIONS ON ANCHOR REQUIREMENTS[ POURED CONCRETE SUBSTRATE ANCHORS TO WALL :SHALL 55'.A.5 FOLLOWS • • A1) TO EXISTING POURED` CONCRETE: (MIH f'c 3192 pat) ' -- 1/4 "o TAPCON'ANCHORS, AS MANUFACTURED BY 1.7,W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPOCN. IS 1 3J4 ". A.2) TO EXISTING POURED CONCRETE: (Mlrt. f'c m 2599 pal) 5/15 °0. TAPCON XL ANCHORS. AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTG.POUREQ. CONCRETE OF 5 /18" TAPCON XL ANCHORS IS 2 1/4 . A.3) IN CASE THAT PRECAST STONE , - PRECAST CONCRETE PANELS, PAVERS. 010 ANY VENEER .65 FOUND ,ON THE ..., EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG. ENOUGH TO REACH. TI-15 MAIN STRUCTURE, 8EH1ND SAID WALL FINISHES.. ANCHORAGE SHALL 55 AS . INDICATED' ON NOTE .A.1). ABOVE. FOR INSTALLATIONS ON VINYL SIDING. OR EIFS OONSULT THIS ENGINEER.:. (8) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS. OF. THE ANCHOR'S MANUFACTURER. (C) ;SEE BELOW' FOR MINIMUM`'REQUIREO EDGE DISTANCE FOR ANCHORS. '- MINIMUM REQUIRED EDGE _DISTANCE FOR ANCHOR,§ MAXIMUM ANCHOR SPACINGS :ARE-VAUD FOR 3° EDGE DISTANCE FOR 1/4 "5 •TAPCON AND' 5/8 ": EDGE DISTANCE FOR' 5/16 "0 TAPCON XL _AD E ONLY MIAMI -DADE COUNTY ILIEC O INo • TILLIT TESTING & ENGINEERING COMPANY ■385 UNL,'36tb. 61.. 810. 355. WIGINIA 5AgpE148: Et0150A' 33165 Pbon6 : (305)671 ^1530 Fez 7 (35$)571 -1881 e- 1no0:'WFeo ooLuvm E5- 5906715 WALTER A, TRLir 4r. P. E. . -. maim Lto. # '44167 FLORIDA 'BUILDING Veloglty' Hurricane :,_one .(51.2012 EASTERN METAL SUPPLY,. INC. METAL TECH, INC (ASSA 41 26) 7635 WEST 2 COURT. HIALEAH,FL 33014 PH (305)523 -2323 FAX (305) 826 -7979 MAXIMUM' IMPACT HIM' ,H11'2'' • ACCORDION SHUTTER BERTHA NV's' Accordion S(iutter stem ' • H.V, 91,\DE N1 \V/ OR W/O H:V WINDOW' UL() & (TV. BLADE REV. no 0ISCRIPTION PATE - Dro n bp, F.P. /A.G.. 1 OLD 07 -213 01/20/12 DATE: 01/20/12 2 DRAWING—No ,, 12 -019 6 6 2REQF" 214'.':, :1875 84AUE'S KNUCKLE -- 346.01'ENING.' u '•D zS POLYCARBONATE .IMPACT RESISTANT HV .WINDOW BAYER MAKROLON 3103 POLYCARBONATE 00525 RESINS UV=- STABILIZED GRADE OR SABIC INNOVATIVE. PLASTIC LEXAN: 103 RESIN (SEE' NOTE ; "F" ON : SHEET . 28).:: VfNDOW:',; ,03/4 014 :0EN058 I, / .0625" X3.0000 0825' SECTION. Y-Y SCALE:: 1' 1" :7500° TYPICAL PROPERTIES RESULT serum. / 5514110E U.O:W.N90L011 2103 558I80ttl0VATNE 11303 LIDW1.103 95681 PHYSICAL; SPECIFIC GRAVITY MECHAN1PAtt` TENSILE YIELD STRENGTH, FLEXURAL STRENGTH AT YIEL0 FLEXURAL MODULUS IMPACT; NOTCHED 15011 FIRE BURNING 9FIARACTFRISTICS. SMOKE DENSITY RATE OF BURNING SELF IGNITION WEATHERING= TENSILE STRENGTH AFTER WEATHERING TENSILE STRESS BEFORE WEATHERING ASTM '0792. ASTM 08.8 ASTM D790 ASTM' D790 ASTM 0259 ASTM 02843 ASTM 0638 ASTM '01929' ASTM G155 ASTM 638 . ASTM 538 -. 0.043 •lb/I0':. 9,400 p.s.1. 12,500 , p.6,I, 340.000 p.8 J. 18 F1 -I5 /111 47.2 % C- 1'0LA95 1040"1 9302 p4.1. .8461: p.s.t. 9,600`p.s3.. 13,400 P•41. .:.345,000 ;p,6,(. 17 FT —Ib/ln • 64 8 % MAX .:'. 8840 p.6.1. 5880 p.s.i. T1UJT TESTING & ENGINEERING COMPANY 5385.H41. 38th. 51, Stu 305, VkaiWA. 5AR0105.. 11.58150 33159 Phone 5 (306)571 - 1530'• Fox t (308)671 -1831 e —mgfh Ulle5omlooLaom EB- 0006719 WALTEtt 0. 111-Lrr Jr. 1' E. '. ROWOA 416. 44167 FLORIDA BUILDI'41 CODE ( High "V&ocity •Rtlrri7one Cori METAL TECH, INC. (ASSA # 26)' 7635 WEST 2 COURT HlALEAH( FL 33014 PK (305) 823-2323 FAX .(3QS) ., 25 -7979, © 20 2`EASTERN METAL `SUPPCY,., INC. MAXIMUM IMPACT-FA/1141M ACCORDION. SHUTTER ..:: . '' ' BERTHA W. AseordionOlwtteoSS'st5at H.V. DIADE I1 W/ OR W/0 H.V•IDOW RADE & H.. DI.AEE' 'F REV, Ho. OESCRIPTIOR ' '' 15ATE Oravn 0E F. . /A.G ` t OLD .07 -213 88/2d/82 DATE: 01/20/52 '1 onl�0 'MAX. S 000.15 .., • AELOWES /0-HV 311I5005 BLADE SEE END • 5045551100 PETALS ON SHEET 11 TY... F1111. HEIO0IT. • T 0 0 �k0 8 Sg: USON5' GLASS TYP TOP &F801504 ELEMENTS) 41.34BE0 881 ELEVATION MN. SEPARATION Td otAs5 -(5EE ScHEanE ON SFIEE( 12 FOR . .MD ON SHEET 25 0.05 stAOES 0 aRGos 0 0 l.0 `r 0 GENERAL _LIMITATIONS AND CONDITIONS OF _USE FOR BERTHA. i1 d :e e:* N1 : 'II , : I .e• . ; r 11.d ,lEngai I :1FUi4111i/1 1,. MAX. `AS.D. DE8104 PRESSURE RATING: ;F110, - 110 5.8.5.' 2. MAX.: SHUTTER SPAN: 9S ". 3. ALLOWED MOUNTINGS:' A, D,. 0 do 1-I ON SHEETS S. 7; AS WELL AS MOUNTINGS Li, 0. T. 'IT at W ON SHEETS 15 & 15. . 21 OR OUT, SED�T IN ABE I ONLY AT NG LA OUT. RI SIDE OF OP.POSINS OF B, (A)HV WINDOW BLADE 1 ISHAu. ONLY ALLOW A MAXIMUM OF 5 OPENINGS': (3 "4 HOLES) FOR (3 PER MADE AT SPACINGS SHOWN 04 5HEET 27. (B} MIN. OLEARATICE. FROM TOP OR•BOTTOM EDGE OF 145. WINDOW BLADE © ` OF ANY 3 °0 HOLE FOR NJ SHALL BE 12 ". (C) FIRST OR LjT BLADE COMING OUT FROM STARTERS AT ENOS MAY BE 5.1V :. (0) EN WINDOW BLADE 1® MUST BE USED ALTERNATE TO A 501ID 11V BLADE 1U THROUGHOUT SHUTTER'S WIDTH..' (E) C MATES SHALL ALWAYS BE INSTA1150 ADJACENT TO A SOUP M/ BLADE 1 AT EITHER SIDE OF THEM. (F ) POLYCARBONATE HY WINDOW (4 SHALL BE INSTALLED SO TH TABS FACE E INTERIOR OF T11E OPENING B 5 PROTECTED. HY VIIN00W' 4 MUST BE ONLY INSTALLED AND 1.0010E0 USING A HV 5511140 TOOL PROMO 0 SY ASSA, INC. B. SEE ANCHOR SPACING. SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 18, AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES'- 1 91 2 ABOVE). 7. SEE AN0H05 SPACING 5CHEDUI.E FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13 & 14 AS UNITED BY SPAN. AND DESIGN 40AD (SEE NOTES 1 & 2 ABOVE). 8. MINIMUM SEPARATION; TO CLASS SCHEDULE: SHUTTER 53AN: MINIMUM SEPARATION TO CLASS. 08" Max. • .; MI , tt , et oa 4N0 W/ !T OR IT (SEES NOTE 4 ARM) TYPICAL i1 H� 5YTj1 RICAL CENTERMATES 21, J /N W/ fl3J( BAND .�;,��^„r W/0 Sj B� (SEE NUTS 4 ABOVE) bE i GLADE WORKING 114 ;UNISON WITH' HV WINDOW BLADE N.T.S. SHUTTER.* FLORIDA BUILDING CODE (High Velocity 16utrisane'�one IdIAMI -DAVE, COUNTY IL.1E.0 0 1II4Ir. TILUT'TESTING & ENGINEERING COMPANY 0305 N.W. 351h. 8t., 8.. 30s. V1F101110 5585541S. 'FLO8MA. 33156 P54.. (302)571. -1830 . 8140 I (305)571 -1831 x.58- 0005719 WALTER A. TILLIT Jr: W. E. 0..0055 .Uo. $ 441.57, METAL TECH I (ASSA # 26) 763'3 WEST 2 COURT BIALEAH F1, 33014 PH (305). 823-2323 FAX 438.81_826-7879 2012 EASTERN METAL - SUPPLY ,.INC. IVMAXJMUM IMPACT HVI HV2 _ACC0RD1OH SHUTTER,. • 68RTHA HV °` Accordion$fiutter(ystent H.V. BLADE (1y/ 16 16 /0 HY WINDOW BLADE d H.V. BLADE N2 REY, Na Drmvq hy: 5.P, /14.11. DESCRIPTION DATE OLD 07 -213 020%12 DATE: Oi/20/12 a ° DRAWING No. 12 -019 SHEET ;REGIME° MINIMUM ..• ' 6"x 1 1/2"x 0.038` MICK ••' 4114.: ASTM• A-853 WADE 40 • Mln. 0-130 SAW. STEEL METAL STUDS AT 86" 0.6. INSTALLATIONS W/ HV BLADE & HV CENTERMATES ,INTO METAL STUD WALLS * 1/1111111111111/11/1 i (r) -10111 -5000)1510 8117081110: 3/4"x 6.1/4x 0.035" TNIGIC Rim oorrr. 4511.V. STEEL TRACK 134ANNEL. ASV' A—SOS-GRADE 40 Mln, 0-60 OA1.VANI060 FASTENER 10 0)0808 • 01/ * 08.1/27- TER SCREWS CC 1111681011 34 EXTERIOR FAC8 ERISTINO- CLASS 1160011100 MINIMUM 1 3/402, 5 1/4"b 0:038" t111* REINT. 0511.4. STEEL "MACH CHARNEL ASTIA A-853 GRADE 40 biln..0-80 ,o,a,LvARrzeD FASTENED TO STUDS IV 2/ 601/z' To!( SCREWS ON • Inamoe 8. EXTE8100 . FACE . (8 '5" ISTING E1141511 MIN l'.,'..7E,g.A,R.isks.RON -"•• (SEE e pateoug.), • EXISTING FINISH'. „ • • ‘AS APPLICABLE ' SYSTDA IN, .p.„TALLATION T_Q , +705, ,_WA7L5LS - mETAL STUD 1. MAX' A'S" PRESSURE RATIN , 2. 14A1<. sHLITTER xr\ This SHEET. 3.. ALLOWED MOUNTING: vlS) EEL 1111 JJ •••4 REQUIRED MINIMUM '• /6"x 1 1/2"x 0.035" THICK 1.41n. AS01 A-85.3'GRADE 40 .Mln. 0-80 NALV..STEEL METAL STUDS Ak'ISL?S,_,,:, • • • . 4. ONLY 2 01" •TE. (2.1)W/ (QHV LOCK "ARE ALLOWED " •• WITH ak AR GED1N A S METRICAL LAYOUT.. Ft . . USE 0 (2) , (6". LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT RIOR OR INTERIOR. ACCESS SIDE OF CENTERMATE.. 1/4"o NOMINAL ALUMINUM SLEEVE 6063-TS ALLOY mAx sHuiTER - -' - - - SPAN L (10 MINIMUM SEPARATION To olAss BA" OR 3 1/4" LESO vernmeNomenimmea LENGTH + 1 BLADE SLACK DETAIL HVF IS yaui) F016 CENTF.RMATE €) APPLICATION WITH. BLADE .C) WALL HEADER/SILL INSTALLATION 1/4 0-20 THREADS 1/4"� ELCO CONSTRUCTION PRO.PUCTS FAD—LOK .EXISTING AS APPLICABLE (TYp, TOP & aorrom) Exisitwo bLASS ••• silvt METRICAL,' 71 CENTERMATES INTERIOR ACCESS SIDE':e „... CENTERMATES W/ ..**;•EXTERIOR ACCESS -SIDE • , 1 3/4"x CI 1/4"x 0.030" TWO( 1110. 00)1T. GALV. STEEL TRACI< CHANNEL, ASTM A-653 GRADE 40 1,115. 0-60 GALVANIZED FASTENED TO STUDS ;81(TEg?Ritx15/141"ERTIgi SCREWS LE= 6..1/2" (Ty s36 1/2" MAX. SLA8,18 BLADE SLACK DETAIL HVF. / IL C) iNc, I \ TILUT TESTING ENGINEERING COMPANY 8355 N.W. 35111. St, Sta. 300. 43,434 *AMENS, FL08104 33106 P4055 ; 000)071-1330 . Fmt ; (000)511-.101 tUtabbeUsoLcom WALTER A. TILUT Jr, P. E., • 1.1.00(04 U5. 1 44167 IIETAL TECH NC • (AssA if 26) 7635 WEST 2 COURT HIALEAH. FL 33014 • PH (305) • 823-2323 FAX _caq,,o82S-7979 • - — HEApsp,s, .ps VIEW Y SIDE CONNECTION TO TRACK BUILDING. CODE jftigh Veloctty Hurricane Zone 11 2012 EASTERN h(ETAL suPpix, INC. HVI HV2 iteCORDION SHUTTER ISISIITHA NV AccordionShulter system H.Y. BLADE 111 W/ OR W/0 WINDOW MADE k U.V. BLADE lz iev. 51, 02601111"rIDN DATE by 1 01.0 07-213 01/20/12 DATE 01/20/12 DRAWING No •• 1 2-01 9 SHEET Established 1957 Date: To: ETALtC5° ®INC. P\ 1 t Yl'1 1 ` Idb TP S V \\\45-1° MOXIMfM IMP eCrm HURRICANE SHUTTERS MetalTech, Inc. is the Dade County Notice of Acceptance holder for: Acceptance No: Exp. Date: KD Factor Dura Weld Bahama Shutter 07- 1210.03 - 05/08/13 KD .85 Dura Weld Colonial Shutter 08- 0520.09 09/14/13 KD .85 24 Ga. (0.031" min) Storm Panel 12- 0320.26 03/22/17 KD .85 .050 Alum. Storm Panel 11- 0831.04 10/22/12 KD .85 Maximum Impact HV1/HV2 Accordion 11- 1222.03 04/26/17 KD .85 Maximum Impact 6.8 Accordion 08- 0602.07 10/27/13 KD .85 ENCLOSURE SYST to use the above named products at the following job site: 7635 West Second Court /Hialeah, FL 33014 -4434 U.S.A. Phnna• (3fFt R93 -9393 / Toll Free: (800) 432 -5180 / FAX: (305) 826 -7979 www.metaltech.com