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WS-12-2284Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 183529 Permit Number: WS -12 -12 -2284 Scheduled Inspection Date: December 27, 2012 Inspector: Bruhn, Norman Owner: THOMAS, BRYON Job Address: 136 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: AC SHUTTERS AND AWNINGS INC Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Door Replacement Phone Number Parcel Number 1132060132000 Phone: 305 - 799 -2068 Building Department Comments SHUTTERS PANEL AND ACCORDION Infractio Passed Comments INSPECTOR COMMENTS cY°3 False Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 27, 2012 For Inspections please call: (305)762 -4949 Page 16 of 17 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 0 Permit No. W S I ''2 Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: /? Av /' ( � City: Miami Shores County: Miami Dade Zip: � ✓' ' I Folio/Parcel #: Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): 91,z- Address: I b � � /0 City: . / ( , 1 7 4 - # 2 . / ' ,(4 5 State: Tenant/Lessee Name: NO Flood Zone: ""*"" ; g) '`14-$' Phone #: 3/0.1)7 3 .1- Phone#: Zip: Email: D CONTRACT: Company Name: Address: Mt( '( /W ") 47 City: Qualifier Name: 40— State: Phone #: - Phone #: State Certification or Registration #: 1C /� // V9�/ 1 Certificate of Competency #: Contact Phone# � -�` 79 (` 7.0J-. Email Address: Zip: 797 70C 9 DESIGNER: Afchitect/Engineer: Phone #: Value of Work for this Permit: $ ?i? 9° • Type of Work: DAddition ElAlteration Description of Work: Square/Linear Footage of Work: New ORepair/Replace ODemolition Color thru tile +x �x�x�x+��x+ +x+x.x.x �x x�.x�x .x +x �xx��x x x �x�x�xa a� �x�x�x** **** ** �a�x��x* x��x�x: xx��xx��x�a�: x�x��x,x�x+u�x�xx��:+xx�+x�x*** /OF,ees Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ DBPR $ CO /CC $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ � �$ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) a Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip pplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has ommenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating onstruction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, LLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC )WNER'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 IOMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR MPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN ANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE CORDING YOUR NOTICE OF COMMENCEMENT." otice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must romise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person hose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site or the first inspection which occurs seven (7) days after the building permit is issued. In ze absence of such posted notice, the nspection will not be approved and a reinspection fee will be charged. ignature Pip Owner or Agent e foregoing instrument was acknowledged before me s day of /J- , 20 1-by ie o a1 1 if ,t� , who islersonally knawn to me or who has produced As identification and who did take an oath. OTARY PUBLIC: ign: Print: Signature Contractor The foregoing instrument was acknowled ged before me this T day of � , 20 `/, by A °v , who is Tonally kno'Mt to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: s ° °14 4��� uis Fajardo Jr. ° ° "" � Buis Fa ardo Jr. My Commission Ex My Commis +�� ^�� e • ' .COMMISSION#EE200266',: SCOMMiSSlON #EE2W266 s -'... i EXPIRES:JUN. , Oi 9: � � �E EXpiRES:JtI'� ? ?, :(:::1612************* ���ioei� °1� WWW APiRO GRID �+iy % %% 1Y�My.1 ...... K *** * ** * * * * * * * * ******* ** ** *s< s< s H� N�s•N�s< s< �kN� s<N� N� H� w �k # #s PROVED BY % /tT �� Plans Examiner Structural Review evised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk 9811 NW 80TH AVE. • SUbTE 7 -V&W • HIALEAH GARDENS, FL 33016 OFFICE: (305) 828 -1444 • FAX: (30 5) 828-7082 • (954) 583 -5555 Accordion Shutters • Storm Shutters • Bahama Shutters • Aluminum Awnings • Canvas Awnings Retractable Awnings • Aluminum. Roofs • Screen Patios • Hand Rails and 24 firs Repairs www acshiuttersandawnings.net Sold To: Address. City- Phone. Work: z �. ROOF o - ALUMINUM 0 - MODIFIED COLOR - o - SCREEN o - MANSARD: O - WHITE o - EXISTING Q - GABLE 0 - IVORY 0 -NONE o-FLAT 0-OTHER APPROX ROOF SQE OVERHANG - FRONT SIDE • SUPERGUTIER LIN -FT. INSULATED- CI -NO. o -YES 0 - START FROM HOUSE WALL O - FAN BAR o - START FROM HOUSE OVERHANGS WALLS o - NONE APPROX IN FT HOT o - SCREEN FRAME COLOR • SCREEN Q - NONE OPT. o -FIBERGLASS 0 -20X20 Q- LT. GREY o - RESCREEN ONLY ❑ - LUMITE 0 - CHARCOAL DOORS ❑ - NONE QUANTITY Q -PUSH BUTTON o - SELF CLOSER 0-KEY o -SCREEN o- PET DOOR 111 CI I/ JOCK PLATE 0 : NONE APPROX IN FT REMOVE UN. FT 0 - ALUMINUM HEIGHT O- UNION JACK. COLOR ALL MAJOR CREDIT CARDS ACCEPTED SCC 131149617 CCO2BS0 1 HOUSE GUTTER CI- NONE LN. FEET o. -:ONE STORY o - COLOR DOWNSPOUTS o TWO STORY RAUJNG o - NONE HOT. GATES Q - COLOR UN. FT. STORM J PANtELS - ACCORDIONS # OF WIND9WS 0-.ALUMINUM COLOR If ' s ROOF HEIGHT AL CLAW STEEL 'GAUGE Q. ROLL DOWN ('ELECTRICAL WINDOWS o -NONE QUANTITY. SIZE O - VINYL STYLE S VENTS COLOR o- ACRYLIC OR GLASS o -- CLEAR o - TINTED REMOVE ❑ - NONE 0 BY CUSTOMER CI (SEE BELOW) CONCRETE $ o- EXISTING - (CUSTOMER RESPONSIBLE FOR FOOTINGS TO CODE) ❑ - STAMP CONCRETE WITH COLOR 0 - AC SH1Ji TERANDAWNINGTOARRANGE INSTALLATION SIZE SPRINKLERS REMOVE UN. FT AWNINGS o r STYLE SQ. FEET fl - COLOR PATTERN . DESCRIPTION: CREDIT CARD CHECK WILL MAIL PAYMENT Nov 30 12 05:12p WILVER ALMARALES 305-382-6777 p. r- CERTIFICATE OF LIABILITY INSURANCE PRODUCER WAM Insurance Agency 10637 SW 88Th St. Ste 7-I Miami, FL 33176 Phone (305)274-4353 • Fax (305)274-9994 INSURED A C Shutters, And Awnings, Inc. 9811 NW 80 AVE. Hialeah Gardens, FL 33016 I . COVERAGES DATE IMM/ODIYY) 1- /30/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFOPIVIATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTHND OR ALTER THE COVERAGE AFFORDED BY THE FOLIC ES BELOW. INSURERS AFFORDING COVERAGE INSURER A: SCOlTSDALE INSURANCE CO. INSURER B: INSURER C: INSURER EX INSURER E._ INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTAN ,ING ANY REOUIRBVIENT, TERM OR CON DMON OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITION' ; OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AWL POLICY EFFEC1TVE POLICY EXPIRATION i TYPE OF INSURANCE LTR INsRD • • POLICY NUMBER DATENAINDDA'n DATE tiONODPrva i LIMITS GENERAL LIABILITY , EACH OCCURRENCE I 1,000,000. 1./.1 COMMERCIAL GENERAL LIABILJTY ; 100,000 CPS1641871 08/26112 08126/13 PREMIsqs_Ta _Pqc.u.r.T.9_92___ DAMAGE TO RENTED _ .... . . LIE] CLAIMS MADE f OCCUR MED EXP (Any one person) 5,000 A 71 ... .. . LI i P62.60144. &A- DVINJURY 1,000,000 r -I GENERALAGGREGATE ,666,666-. F)Rmu6Ts_comp10 p AGa i000,000 GEN'L AGGREGATE LIMIT APPLIES PER POLICY -.1 PROJECT I I LOC AUTOMOBILE LIABILITY ANY AUTO - F1 ALL OWNED AUTOS 1 LI SCHEDULES) AUTOS I. I HIRED AUTOS r] NON OWNED AUTOS GARAGE LIABILITY 7-1 El ANY AUTO El EXCESSIUMBRELLA LIABILITY LI OCCUR H CLAIMS MADE [ j DEDUCTIBLE Ii RETENTION S 1 I WORKERS COMPENSATION AND EMPLOYERS LIABTLITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, describe under SPECIAL, PROVISIONS below OTHER 1 ' DESCRIPTION OF OPERATIONS I LOCATIONS! VEHICLES! EXCLUSIONS ADDED BY ENDORSEMENT! SPECIAL PROVISIONS f. • .. • COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accIderrt) AUTO ONLY- FA ACCIDENT OTHER THAN _EA 6c_c AUTO ONLY: • AGO EACH OCCURRENCE AGGREGATE TORY UMITS ER Ea_ EACH ACCIDENT El. DISEASE - EA EMPLOYEE EL DISEASE - POLICY LIMIT CERTIFICATE HOLDER . MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES, FL 33138 =alit) 25 (2001108) OF CANCELLATION SHOULD ANY OP THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO • THE LEFT, SLIT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE WILVER ALIVIARALES A RD CORPOTI-13c1988 MIAMI -DADE COUNTY. TAX COLLECTOR 1.40 W. FLAGLER ST: 1st FLOOR • MIAMI, FL 33130 2012 LOCAL BUSINESS TAX RECEIPT ` =:,_x MIAMI -DADS COUNTY -- STATE "OFFLORID EXPIRES;SEPTs:30, 2D13yt' MUST BE',DISPLAYED AT PLACEOF;BUSINE URSUANTTO COUNTY CODE CHAPTER 8A AR • THIS IS NOT A BILL — DO NOT PAY . FIRST -CLASS U.S. POSTAGE PAID MIAMt; FL PERMIT NO: 231 BU I ES5 Ar E / LOCATION . •RECEIPT tNEWAL 571978=7 AC SHUTTERS AND AWNINGS INC .STATE —S'CC131149617 9811 NW 80 AVE 7V &W 33016 HIALEAH GARDENS OWNER set1Cryp§lj+l1 AND AWNINGS INC WORKER /S -nits Is b96 ASl2 CIALTY BUILDING CONTRACTOR 1 BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY DO NOT FORWARD OF OE ZONING LAWS S OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER REQUIRED BY LAW. THIIS IIS AC SHUTTERS AND AWNINGS INC NOT A CERTIFICATION OF ARMANDO COLON PRES THE HOLDER'S QUALIFICA- TIONS. 9811 NW 80 AVE 7V &W HIALEAH GARDENS FL 330.16 RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 08/01/2012 09010057001 000045.00 SEE OTHER SIDE 1111111111 i1S11 1111111111111111111111111 {111111 +{IJII; #1H Hill 22 THIS DOCUMENT HAS A COLORED BACKGROUND ;;• MICROPRINTING LINEMARK' PATENTED PAPER, , BATCH NUMBER Mittaingii Permits& NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made lo car! -• real property and in accordance with Chapter 713, Florida Statutes, the i:,itowir ..,rormation Is provided in this Notice of Commencement : 1. Legal Description of Property: Lot_ ` __ SWAN' .,on I Condominium: Street Address if available: 2. General description of Improve.,,, 3. a. Owner name and a"'' b. Interest In prr arty: c. Name ar . address fee simple tltlehe..rler (if n'.,,e than Owner): 4. a. Cont -actor name and address: 1' ,.untractor's phone number: 5. a. Surety name and address: b. Surety's phone number: c. Amount of bond: 6. a. Lender name and address: b. Lender's phone number: 1 11111111111 11111 11111 1111111111 111110111111 Unit ; Bldg $ C :6= 20 . 2R.ae86810a a OR 5k 2383 r9 2;56 (1P9' R:ECOPr"T i2/04/2012 Pl)UIN, ra •';•. OF COURT FII l''ir -6AC'L t.u1 ,'4T'f r FLORIDA LAST PAGE this spars reserved for recorder jLeire ,j ..4etisa3ciied /6/ S7 XI /44 P .c i? <s / 36 ,- /a /57— /` "/ t 4 7. a. rersc ^s witmn dg n! ? . Qwner up°n whmn notices or other by Section 713.13(1)(a)7., Florida Stew.. • Name: Address: b. Phone number: A 7.. ontents may be Served as prov(8e4 8. a. In addition to himself or herself, the Owner designates ti. Phone number of person or entity designated by owner 9. Expiration date of notice of commencement : to receive a copy of Liana's Notice per Section 713.13(1Xb), Florida (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A ON THE JOB SITE BEFORE THE FIRST COMMENCEMENT RECORDED POSTED INSPECTION. IFOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatures Owner(s) or Owner(s)' Authorized Officer /Dit>ecWdPartner@Aanage �� I L4 By " J , f G e 13 ,¢ j/p '-� �'6 •t rLf .d- r1 Prifrt Name 9 �if II � ci/ ,� l✓ � I Title/Office '7 4,/ jam/ 4 4 4, Title/Office STATE OF FLORIDA COUNTY OF BROWARD The foregoing Instrumgpt was acknowledged before me this day of By /J t --.i . it S ❑lndlvlduaily,or El as for ZPesonallyknown, or Q Produced thefolwing type ofklanIEcation: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Sign pharq) of Owners) or Owner(s)' Authorized Oftice(Dlrector/Partner@Aanager who signed above: • ��10.1.1 s« j Jr: pct .74% Is Fajardo . Wi COMMISSION # EE200266 11 fie; EXPIRES:JUN. 22, 2016 as a WWW.AAMONNOTARY.CDR1 By By g:traoro'ingyamstmc. rotor of commencement revised 7.307.doc E4e.os.S F67.?, 777 11 p A Miami APPROVED 70NING DEPT P. DC DEPT !Fifl,T 0 CCMPlif'NCE Vv1 ill ALL FEDERAL ) LE'S AND REG tJLATIONS /sr itifie, 0,4„ RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 ST., HIALEAH, FLORIDA FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -10 MIAMI DADE COUNTY DESIGN WIND LOADS (LBS /SQFT) FOR 175 MPH WIND ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures CATEGORY II BUILDINGS Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT Height (Ma cum Effective Wind Area (or Tributary Area) in Square Feet 10 20 30 40 50 60 1 On 0.95 0.92 0.89 0.88 0.86 15 48.9 , 46.7 45.4 44.5 43.8 43.2 20 51.3 49.0 47.6 46.7 45.9 45.3 25 53.2 50.8 49.4 b 48.4 47.6 47.0 30 55.1 52.6 ,51.2 50.1 49.3 48.7 40 57.9 55.3 53.8 52.7 51.9 51.2 50 60.3 57.6 56.0 54.9 54.0 53.3 62.2 _ r9.4 _ 57.8 56.6 _ 55.7 55.0 Interior Zone (4 - Walls) Negative Pressures Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT Height (Maximum) Effective Wind Area (or Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -53.1 -50.9 - 49.6 - 48.7 - 47.9 -47.4 20 -55.6 -53.3 -52.0 -51.0 -50.3 -49.7 25 -57.7 -55.3 -53.9 -52.9 -52.1 -51.5 30 -59.8 -57.3 -55.8 -54.8 -54.0 -53.3 40 -62.9 -60.2 -58.7 -57.6 -56.8 -56.1 50 - 65.4 - 62.7 -61.1 -60.0 -59.1 -58.4 -67.5 -62 -63.0 -61.9 -61.0 -60.2 Exterior Zones (5 - Walls) Negative Pressures Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT _ Height 1 Effective Wind Area (or T _ 10 2 20 3 30 4 40 5 50 6 60 -1.29 - -1.23 - -1.19 - -1.15 - -1.13 15 i - -65.5 - -61.1 - -58.5 - -56.7 - -55.3 - -54.1 20 - -68.7 - -64.1 - -61.4 - -59.4 - -57.9 - -56.7 25 - -71.2 - -66.4 - -63.6 - -61.6 - -60.1 - -„ u A ,yz 30 - -73.8 - -68.8 - -65.9 - -63.8 - -62.2 ; ; 0 i4, 40 - -77.6 - -72.4 - -69.3 - - 67.1 - -65.5 . . °; " 44`1 s "• �, 5 50 - -80.8 - -75.3 - -72.1 - -69.9 - Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever iS gall but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof heigl`rtr €�e< AN 8 °I° REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT RO RAMMS ENGINEERING, INC. Kd =.85 2100 W 76 ST., HIALEAH, FLORIDA FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -10 MIAMI DADE COUNTY DESIGN WIND LOADS (LBS /SQFT) FOR 175 MPH WIND ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures CATEG//IIY II BUILDINGS Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT Height (MaYimu Effective Wind -Area (or Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 0.95 0.92 0.89 0.88 0.86 15 48.9 46.7 45.4 44.5 43.8 43.2 20 20 1.3 49.0 47.6 46.7 45.9 45:3 25 53.2 50.8 49.4 48.4 47.6 47.0 30 55.1 52.6 51.2 50.1 49.3 48.7 40 57.9 55.3 53.8 52.7 51.9 51.2 50 60.3 57.6 56.0 54.9 54.0 53.3 60 62.2 59.4 57.8 56.6 55.7 55.0 Interior Zone (4 - Walls) Negative Pressures Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT Height (Maximum) Effective Wind Area (or Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -53.1 -50.9 - 49.6 - 48.7 - 47.9 -47.4 20 -55.6 -53.3 -52.0 -51.0 -50.3 -49.7 25 -57.7 -55.3 -53.9 -52.9 -52.1 -51.5 30 -59.8 -57.3 -55.8 -54.8 -54.0 -53.3 40 -62.9 -60.2 -58.7 -57.6 -56.8 -56.1 50 - 65.4 - 62.7 -61.1 -60.0 -59.1 -58.4 60 -67.5 -64.7 -63.0 -61.9 -61.0 -60.2 Exterior Zones (5 - Walls) Negative Pressures Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT Height 1 Effective Wind Area (or T Tributary Area) in Square Feet 10 2 20 3 30 4 40 5 50 6 60 ' -1.40 - -1.29 - -1.23 - -1.19 - -1.15 - -1.13 15 C C65. - - -61.1 - -58.5 - -56.7 - -55.3 - -54.1 20 - -68.7 - -64.1 - -61.4 - -59.4 - -57.9 - -56.7 25 - -71.2 - -66.4 - -63.6 - -61.6 - -60.1 . ..-5 ; - :Q 30 - -73.8 - -68.8 - -65.9 - -63.8 - -62.2 ' ' Ik,/ c, ; I ?;::� --- Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever.ig but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height i (5e r.. AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT RO F DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26th Avenue Opa- Locka, Florida 33054 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.aov/building SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to 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 the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. ADI 2 -32, titled "22 ga. Galvanized Steel Storm Panel -LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering, Inc., dated April 02, 2012, signed and sealed by Yiping Wang, P.E., on April 06, 2012, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved ", and NOA number, per TAS-201, TAS - 202, and TAS -203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance 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 revises NOA # 07- 0817.03 and consists of this page 1, evidence submitted pages E-1 and E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A. Mahar, P.E., M.S. • •EC•UNTY APPROVED �`�i9 , on Date: No. 02 -03/ 013 Expiration Date: 01/23!2013 v+5�j7/20/2. Approval Date: 05/17/2012 Page 1 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1120.02 A. DRAWINGS 1. Drawing No. 02- 868- 111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02 -041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02 -007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L Bennardo, P.E 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.R D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMI'rr {'D UNDER PREVIOUS APPROVAL # 07- 0817.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -1 my A. Makar, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0410.01 Expiration Date: 01/23/2013 Approval Date: 05/17/2012 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. AD12 -32, titled " 22 ga. Galvanized Steel Storm Panel -LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering, .Inc., dated April 02, 2012, signed and sealed by Yiping Wang, P.E., on April 06, 2012. B. TESTS I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E -2 Hq tf A. Maker, P.E. , M.S. PERA, Product Control Unit Supervisor NOA No. 12-0410.01 Expiration Date: 01/23/2013 Approval Date: 05/17/2012 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA,) AC Shutters and Awnings, Inc. 9811 NW S0'd Avenue, Suite 7 V & W Hialeah Gardens, Florida 33016 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. ov /building SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section an 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 descri , -an, ; as been designed to comp y the High Velocity Hurricane Zone of the Florida Bu;.e ' ° _ ode, DESCRIPTI " Bertha HV " Aluminum Accordion Shutter System APPROV DOCUMENT: Drawing No. 12 -028, titled " Bertha HV _ • - a ion Shutter System " sheets 1 through 2 : of 28, and sht. 28A of 28, prepared by Tilte. ., a ed February 03, 2012, signed and sealed by Walter A �' : '. P.E , an Febru r _+ _ iearingthe Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by Miami-Dade County Product -Control Section; ._ . -.. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant— - .LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement " Miami -Dade County -Product Control Appxoved",;andrNOA: #; per'fA8- 261,7TA,S -202, and TAS -203, unless otherwise noted herein. . RENEWAL of this NOA shall be considered after-a- renewal- appiieation - has- been-fileck-and there has been no - change in-the applicable building code negatively affeeting-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 autorriatically 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 revises NOA # 10- 0930.16 and consists of this page 1, evidence submitted pages E -1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by jj elmy A. Makar, M.S., P.E. w/t/t%,—_- o3 /,.Z /2a /Z MIAMI -DADE COUNTY APPROVED NOA No. 12- 0215.02 Expiration Date: 12/16/2015 Approval Date: 03/22/2012 Page 1 AC Shutters and Awnings, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 10- 0930.16 A. DRAWINGS 1. Drawing No. 10 -087, titled " Bertha IIl*Accordion Shutter System ", sheets 1 through 28 of 28, prepared by Tilteco, Inc., dated September 28, 2010, signed and sealed by Walter A. Tillrt.Jr., P.E., on September 28, 2010. B. TESTS 1. See Association's generic approval under 09 -0436. C. CALCULATIONS I. See Association's generic approval under 09 -0436. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MA1TER 4L CERTIFICATIONS 1. See Association's generic approval under 09- 0436 F. STATEMENTS 1. Release letter issued by the American Shutter System Association, dated September 24, 2010, certng this product to meet the criteria of product tested and approved, and allowing AC Shutters and Awnings, Inc. to use the test results approved under Miami Dade County Approval No. 09 -0436, signed by Ms. Legny Rodriguez. Acknowledgment letter by AC Shutters and A- pings, Inc., dated September 27, 2010, signed - ed b Armando Colon 3. Letter by Tilteco Inc., dated September 27, 2010, signed and sealed by Mr. Walter :711lit, J .F , certibiing :that the ?rawing- o: 10. =087 pYeaned- -orAC T Shutters and Awnings, inc. is engineering wise identical to ASSA's generic drawing (No. 09- -033): E -1 /4 hay A. Makar, M.S. P.E. > M.S., PERA, Product Control Unit Supervisor . - NOA No. 12- 0215.02 Expiration Date: 12/16/2015 Approval Date: 03 /22/2012 AC Shutters and Awnings, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 12 -028, titled " Bertha IIV Accordion Shutter System ", sheets 1 through 28 of 28, and sht. 28A of 28, prepared by Tilteco, Inc., dated .February 03, 2012, signed and sealed by Walter A. Tillit Jr., P.E, on February 03, 2012. B. TESTS 1. See Association's generic approval under 11 -1676. C. CALCULATIONS 1. See Association's generic approval under 11 -1676. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MA'1`ERIAL CERTIFICATIONS 1. See Association's generic approval under 11 -1676. F. STATEMENTS 1. Release letter issued by the American Shutter System Association, dated February 07, 2012, certifying this product to meet the criteria of product tested and approved, and allowing AC Shutters and .Awnings, Inc. to use the test results approved under Miami Dade County Approval No. 11 -1676, signed by Ms. Legny Rodriguez 3. Acknowledgment letter by AC Shutters and t4wnings, Inc., dated March 16, 2012, signed by Armando Colon Letter by Tilteco Inc., dated February 06, 2012, signed and sealed by Mr. Walter 14. 7'illit, Jr.; P.E:, . eel tifying_that: the dt eiWira o._ 12 -028 rre cued -_ ar Shutters and Awnings, Inc. is engineering Wise identical to ASSA's generic drawing (No. 11 -111j. .E -2 elmy A. Mahar M.S. P.E. PERA, Product Control Unit Supervisor NOA No. 12-0215.02 Expiration Date: 12/16/2015 Approval Date: 03/22/2012 WIDTH UNUMITED (PREP. TO PANEL SPAN) TOP MOUNT (CONN TYPE AS REQD) TYP .SECTION F' OPTIONAL 1/4 -20 STITCH BOLTS WITH WASHERS WINONUTS FASTENED (,6 OVERLAPS® MIOSPAN (USE APPROPRIATE SPAN TABLE) ®UILD -OUT "F" TRACK 000 ® "F" TRACK 4.000"- r PLAN VIEW • > °STUDDED ANG g ®BULL DOUT /CLOSURE ANGLE ®a1•PAN CLOSURE GENERAL NOTES: PRODUCT REVISED as complying with the Florida Building Code Acceptance Na Z- 0 A 10. o. J - on Date • ] O l$ By ( �_ "Air Metal Conte' • 1. THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2010 AND PROTOCOLS TAS 201 FOR LARGE MISSLE IMPACT, TAS 202 FOR UNIFORM STATIC AIR PRESSURE AND TAS 203 FOR CYCUC WIND LOADING. 2. NO 33.3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. WHEN ASCE 7 -10 IS USED TO CALCULATE PRESSURES FOR USE WITH THIS PRODUCT. THE USE OP A DIRECTIONALITY FACTOR Kd =0.85 IS ALLOWED. 4. THE SHUTTER SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 8. STORM PANELS SHALL BE 22GA STEEL (GALVANIZED THICKNESS t"0.029° .MIN) CONFORMING TO ASTM A663, STRUCTURAL QUALITY, GRADE 80.G90 GALV. COATING WITH A MIN. Fy =92.O KSL.AU. EXTRUSIONS SHALL BE 606316 ALUMINIUM ALLOY. 7. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE MARKING PER PANEL AS FOLLOWS: FLORIDA STORM PANELS, INC OPA- LOCKA, FLORIDA MIAMI -DADE COUNTY PROD. CONTROL APPROVED 8. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (OTC). OF MIAMI. FL, TEST REPORT NO. 02-041. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FILED CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, ACCEPT FOR MOUNTING CONDITIONS INCLUDING 'H" OR "U" HEADERS. 10. ALL BOLTS & WASHERS SHALL BE ZINC COATED, GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 80 KSI. 2.043° 10 WASHERED WINGNUT (MARC 3 ALLOY) 2.081" =0.075' MIN tt KEYHOI,E WASHER a-,) HEADER END CAP LAV.S FEEL GRADE 50(USE IS 1.750" DEEP TYPICAI. OPTIONAL. REQUIRED ONLY FOR USE WITH TRUSS HEAD ANCHORS CALK-IN) 5.313° BOTTOM MOUNT (CONN TYPE AS READ) OTYQICAL, MOUNT ELEVATION MAY BE AT g N TOP & BOTTOM n o c• w 0.083" I 1.93r 0.063" 13 TOP "H" TRACK 0.093• 14 BOTTOM "H" TRACK EXISTING WINDOW 0.063" o o 0.083" /4 0.093' 0.063" 1.937" i5 TOP "U" TRACK TOP (CO M • LAST PANEL BEFORE READ) \OBSTRUCTION 8 PANELABOUVE OBSTRUCTION z A 0 0 0 . m 5.313" E as SOTTO 114 - 20 S.S.SIOEWALK OR MACHINE BOLTS & WASHERED WINGNUT ® 24" O.C. TYP. TOP MOU (CONN AS READ) 18 GA. GALV.STEEL BENT PLATE (0.048" BM.THK) OR 2"x2 x0.126" 8083- TBALUMANGLE ()CORNER CLOSURE DETAIL OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO 1.5 TIMES BUILD-OUT DISTANCE (2001 FBC SECT.2413.73) and ALUM. ANGLE® OR J-PAN CLOSURE PIECE ® (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED 0250" MAX 1000" EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING (3)WALL MOUNT CLOSURE DETAIL N.T.S. EXISTING CONCRETE HOU. BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER ® 16" O.C. FOR DESIGN LOADS LESS -THAN OREQUALTO 87psf (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADES GREATER THAN 87psf USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS rf 10' 0.C. /1 BUILD -OUT MOUNT CLOSURE DETAIL �/ N.T.S. w TOP MCUNT (CONN TYPE AS READ) OPTIONAL 14-2 0 STITCH BOLTS WITH WASHERED WI GNUTS FASTENED at OVERLAPS ® MIDSPAN (USE APPROPRIATE SPAN TABLE) TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION bits. ALUM. ANGLE ®Q(2 J -PAN CLOSURE PIECE @ (SEE DETAILS ABOVE). 0.6004.EG DIRECTION MAYBE REVERSED OVERLAP 0250' MAX EMBED ASTENER 15' O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 87psf (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADES GREATER THAN 87psf USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS c 10" O.C. EXISTING 0~ CONCRET HOLLOW:: * i BLOCK Oil WOIb FRAMING C • p • ",,f, • 'l" "fi " TRAP MOUNT CLOSURE DETAIL N.T.S. PINIGtt °de 4641C AUG, OE'. FLORIDA STI ATIO1I PE 5983 • CJ " X5. 28677 • FiyAt ENa, °9� let t slt APR 2x12 'DATE 04 -02 -12 DEWS AS NOTED -.e 5.1. NOY 12 -073 DRAWING NO. AD12- 32 1 OF 4 1 EMBED Cs CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING SHORT LEG MAY BE REVERSED TOWARDS THE OPENING EQ EXISTING GLAZING 14 TEK SCREW CR 114•20 MACHINE SCREWS NUT 16" O.C.(TYPALL SIN. CONNECTIONS) 2 I- RED SEPARATION FROM GLASS lREE.TABLE T24 ar.S: 709 0 C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE T3 BASED ON TYPE OF STRUCTURE) ()BUILD -OUT MOU ECTION 02 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING EQ STUD ANGLE DIRECTION MAY BE REVERSED. AS SHOWN C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING OPTIONAL BU ILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL) 1/420 x 314" S.S. MACHINE SCREW 012.6" 0.C. CONNECTION TYPE ()'.HORS TO RE AT 12.5' an" OC.(REFERENC E ANCHOR SCHEDULE TS FOR MAX SPACING). USE REMOVABLE ANCHORS ONLY EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) E EXISTING REVD SEPARATION FROM GLASS (REF.TABLE T2) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 114.20x314 S.S. MACHINE SCREWS 612.5" O.C. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING 0 "F" TRACK /DIRECT MOUNT SECTION N.T.S. EMBED EXISTING CONCRETE. HOLLOW moo(oR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON 'TYPE OF STRUCTURE 0 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 11 FOR MAX. SPACING B REQ'D GLASS SEPAR.DIST (SEE TABLE T2 FOR MIL) EXISTING GLAZING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE T3 BASED ON TYPE OF STRUCTURE) 1M.20x314Ss. MACHINE SCREWWI WI GNUT4§12.5'O.0 02 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING ()WALL MOUNT SECTION N.T.S. EXISTING CONCRETE. HOLLOW BLOCKOR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EXISTING GLAZING 11420x3/4 "S.S. MACHINE SCREWS 912.5 O.C. LEG DIR MAY REVERSED 04 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING Cd CONNECTION TYPE REFERENCE ANCHOR €'CHEDULE T3 FOR MAX. SPACING OCEIUNG/FLOOR MOUNT SECTION N.T.S. MAXIMUM ALLOWABLE MINIMUM SEPARATION SPAN SCHEDULE @ FROM GLASS SCHEDULE LOAD Span Less Than No Stitch Bolts LSE) Separation (Inches) at >30 Stitch Bolts AT Midspan LMAX(t) 25 2.76" 10 -7" • 10' -7" 30 1.94" 10=5" 10' -5" 10'-5" 35 10'-0" 2.75" 10'-0" 39 8'-8" 9'4' ' 2.10" 9' -9" 40 • 9'-8" 9'-8" 45 1.29" 9'-4" 8' -8" 9'-6" 49 8' -11" 3.00" 9'-3" 60 6'-(" 8' -10" 1.32" 9' -2" 65 2.75" 8' -6 ". 8' -11" 58 2.92" 8' -2" 66' -0" 8'-10" 0 ' -10" - 8'-1" 2.73" 8 -9" 65 r 7' -9" 8, -3" 7 ' 2.44" 1-6" 6'-0" r-6" 72 1-6" 1-4" 2.24" 7-6" 75 1-2" 1-2" 80 6' 9" 8' -9" 90 6'-0° 6'-0" 100 6'-4" 5'-4" 110 4' -10" 4' -10" 120 4'-6" • 4'-6" ' 130 4' -1" 4 -1" SPAN SCHEDULE NOTES: 1.ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEWLEIS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2.INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. EXISTING WOOD TRUSSES IS24" OA MAX. Posffive Load (PCT) Span Less Than Separation (fiches) at'c ST Separation (Inches) at >30 6' -0" , 2.76" 1.22" 30 8'-8" 2.75" 1.94" 10' -5" 3.00" 3.00" 6'41" 2.75" 1.25" 35 8'-8" 2.75" ' 2.10" 10-0" 3.00" 3.00" 6'-0" . 2.75" 1.29" 40 8' -8" 2.75" 2.26" 9'-8" 3.00" 3.00". 6'-(" 2.75" 1.32" 46 8'-8" 2.75" 2.41" '-4" 2.92" 2.92" ) 66' -0" 75" 1.36" ' -10" - 2.75" 2.73" 6'-0" 1.43" 8' -1" 2.75" 2.44" 70 6'-0" 2.75" 1.51" 1-6" 2.75" 2.24" TABLE T2 NOTES: 1.ENTER SPAN SCmama WTTi POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. STNEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 2.IVTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. EXISTING GLAZING ()TRUSS MOUNT SECTION N.T.S. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EXTERIOR WALL FINISH STEEL TUBE TO BOTTOM TRUSS CHORDS W1(3)1149Q' EMBED LAG SCREW @ EACH TRUSS (240.0. MAX) 01/2'90.0473" MIN STEEL TUBE "U" HEADER TO ROLLED STEEL TUBE AI/CENTER LAG (AS DESCRIBED AomE) TRUSSES 4"4 S.M.S TO PLATE di) 3"OC . BETWEEN TRUSSES PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 ' • Exp tion Date* I &mf Ey 1 .a .....: Miami D •$:›1 et Control AWM OR OALV STEEL SPACER AS READ. Cl CONNECTION TYPE ANCHORS TOBEAT12.5'OR tet;tetatti 32 `� 5" O.C. (SCHEDULE ♦r l T3 FOR MAXSPACING).USE �d,1 • v G gel" REMOVABLE ANCHORS ONLY�y" .......... j Id� • AA'' `oiNa G, w � FLORIDA RATIVN 'D * #55983 C.A.N. 28677 • • .a . a © : ✓#st Ht tC1u.[T4 I6 EXTERIOR WALL FINISH. PROTRUDING FROM MOUNTING SURFACE a OFFSET WALL MOUNT SECTION N.T.S. z I is co oa 1- to Cet 0 CO • CO r- aj o IIIII��� pp Cat Z z • '4.. 2 MCY Engineering ®Att.net U a g 8 Z O o 1 2 0F4 I 3 OF 4 1 PENETRATION OR EMBED EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) C6 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 0 HEADER TRACK ISOMETRIC TOP TRACK N.T.S s CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK EXISTING GLAZING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE • BASED ON TYPE OF STRUCTURE) REQDoASS SEPPR.DIST (SEE TABLE T2 FOR MN.) (T) HEADER END CAP CI END W7(2$14 SMS TO TRACK OPTIONAL PLASTIC KNOB. TO EASE PANEL SLIDING (NON - STRUCTURALSEE DETAIL TO LEFT) WALL MOUNT SECTION WALL MOUNT TRAC 8.N.T.S. EXISTING CONCRETE. HOLLOW BLOCK OR WOODFRAMI. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) LEG MAY BE BENT TO 30 deg MAX C8 CONN TYPE REF ANCHOR SCHEO. T4 FOR MAX SPACING EXISTING GLAZING REQ'D GLASS SEPAR.DIST (SEE TABLE T2 FOR NUN.) C7 CONN TYPE REF.ANCHOR Sc EO. 74 FOR MAXSPACING LEG MAY BE BENT T030 deg MAX 0 HEADER/SILL MOUNT SECTION TRAP MOUNT TRACKS ONANGI.E.N.T.S. O CEIUNG/FLOOR MOUNT SECTION MIS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHORtDULE BASED ON TYPE OF STRUCTURE) I' 1'X 0.30"PERFORATIO___ 1-1-04 AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND/OR PLASTIC KNOBS (I)1'X r x 0.09rx 1414' ANGLE ISt END 0,4(2) & 14 SMS TO TRACK TOP °H' TRACK OR TOP°LPTRACC (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) BOTTOM "Fr TRACK OR BOTTOM IP TRACK(FASTEN TO STRUCTURE PER DETAILS M.N&OTOLEFT) SILL TRACK ISOMETRIC BOTTOM TRACK.N.T.S. OPTION k. (3)1/4° ELCO PANELMATES AT BOTTOM ADJACENT PANEL FASTEN EACH PANELADIACENT TO LAST PANEL @ BOTTOM W7(2) ELCO PANELMATES & (1) POWERS CALK-IN. ALTERNATIVELY, USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS. DIRECT WALL MOUNT SECTION P BOTTOM DIRECT WALL MOUNT (REF DETAILS).N.T.S. 0" MAX Fr P MAX PICAL (2) 11440 5.8. STITCH BOLTS VW 1MNGNUTS EACH SIDE OF LAST PANEL OPT A 2Sd' MAX NOTCH IN LAST PANEL AROUND WNNGNUT (2)1 /4" ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL =It I (1 )iw- 20POWERS t "•"1/4 i PAL' (NO NOTG p IN G i -•. ....... . 6 DIRECT WALL MOUNT EXTERIOR ELEVATION �.'� j•'• �C EIS S BOTTOM DIRECT WALL. MOUNT (REF .DETAIL P ).N.T.S. Plummy RB PoluYi C dew the Roil& Acceptance No • By Dad * ✓ YII� G ff E • "' • FLORIDA TIOt�I• . w 'y • • • .Q/ 0/3 Control PE 55983 C..A 28677 • AXE •• ••.....• "et A/A L t�•.d`` Ai3IrO V OID z t4 x O MCY. Engineering @Ati net 0 U oh •0 m 0 =MAW NO. $AD12 --30 T3 ANCHOR SPACING SCHEDULE HOLLOW CONC BLOCK 2.6" EDGE DISTANCE 1. Qa- g G) 0 ANCHOR LOAD (I)SO P S UP TO 5.5UM TYPE C1 C4 C9 04 SP UP T 67ft TY SPANS UP TO 10.67ft CONN TYPE C1 CT 03 04 02 03 C4 CONCRETE 1/4° x13/4" EMBED 39 18.016.0" 16.0" 12.5" 18.0" 16.018.0" 12.5° 16.0" 11.9" 13.5" ELCO TAPCON 49 12.5° 18.0" 16.0" 16.0" 12.5° 16.0" 11.6" 13.3" 125" 16.0" 8.4" 10.7" (MIN 3320 PSI CONC). 68 12.5" 18.0" 16.016.0" 12.5 ".16.0" 8.9" 11.1' 12016.0 8.010.3° Tcappb) = 483.00 72 12.6" 16.013.014.3" 126" 160 8.010.3" 12.5" 160 8.010.3° Vcap(Ib) = 475.00 130 12.5° 16.0" 8.0° 10.3" 125° 16.0" 8.0" 10.3' 12.5" 16.0" 8.0" 10.3" 114" x1 -7/8" . -- 39 12.6" 16.0" 18.016.0 12.6" 16.015.2° 15.0" 12.5" 16.0" 10.6" 12.1° ALL • ,. • SOLID -SET) 49 12.6" 16.016.016.0 12.5" 16.0" 10.2" 11.8° 12.5" 16.0 7.6" 9.6° "' IELD ANCHOR • 58 1 16.016.0° 16.0° 1 16.0 7.9" 9.9" 125" 16.0° 7.1" 9.2" T -=; b) = 428 Vcap(lb) = 249 12. 16.0"11.5" 127" 2.5 16.0 7.1" 9.2' 12.5" 16.0" 7.1" 92" V-.0. °, • 4' 72 16.0" 7.1" 9.2° 16.0" 7.1" 9.2" 12.5" 16.0 7.1" 02" 114" x1 -2" EMBED 39 12.5" 16.0" 16218.0" 12.5" 16.0" 132° 16.7" 12.5"16.0" 92" 120 ELCO PANELMATE 49 12.5° 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 124° 12.5" 16.0" 6.5" • 9.9" (MIN 3350 PSI CONC) • 58 12.6" 16.0" 14.9" 16.0" 12.5" 16.0" 8.9" 10.4" 12.5° 16.0" 6.2" 9.0 Tcappb) = 372.00 72 12.6'16.0" 10.0° 13.3° 12.5°16.0" 82" 9.6" 12.5" 16.0" 62' 9.6 Vcap(Ib) = 665.00 130 12.6° 16.0" 62° 9.6" 12.5'16.0- 62' 9.6" 12.6" 16.0" 62' 9.6" HOLLOW CONC BLOCK 114" x1-1/4" ELCO TAPCON Tcsp(b) = 218.00 Vcap(Ib) = 398.00 39 49 58 72 130 12.9'16.0" 16.0" 12.016.012.7° 12.5" 16.0" 8.7° 12.5" 13.2" 6.9. 6.25' 9.7" 3.6" 15.8" 12.5" 10.6° 8.3" 6.0 12.5" 6.26° 6.26" 6.25" 625" 15.5" 7.8" 12.3. 5.2" 10.4° 4.0 9.7° 3.8" 9.7" 3.6" 9.9" 7.7" 6.6° 60 6.0" 12.6"12.8" 6.25" 10.0 6.25" 9.7' 6.25" 9.7" 6.25" 8.7" 5.4" 3.8' 3.6' 3.6" 3.6" 7.9" 6.2" 6.0" 6.0° 6.0" 114" x1 -7/8" EMBED 39 12.5" 16.0° 16.0" 16.0 12.5° 18.012.7" 10.3" 12.5° 18.0" 8.8° 8.3' ALL- POINTS SOLID -SET 49 12.5° 16.0" 18.0" 13.1" 12.5° 16.0" 8.5° 8.2" 12.5" 16.0" 6.2° 6.6" LEAD SHIELD ANCHOR • 58 125" 18.0"14.3° 11.0" 12.6" 18.0" 6.0 6.9" 126" 16.9° 5.9" 6.4" Tcap(Ib) = 358 72 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 8.4" 12.6° 16.9"• 5.9" 6.4" Vcap(lb) = 249 130 12.5" 16.8" 5.9" 6.4 12.5" 15.9" 5.9" 8.4° 12.695.9" 5.9" 6.4° 1/4" x1 -1/4° EMBED 39 12.5" 16.016.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25°11.8" 6.1" 6.2" ELCO PANELMATE 49 12.5'16.0" 11.9" 8.7" 6.26° 11.6" 4.9" 6.0 6.25" 9.4" 3.8" 4.9" 4.1° • 58 12.5" 15.4" 8.2" 8.1" 6.25° 9.8" 3.8" 5.1" 6.26 9.1' 3.4" 4.7" Tcap(Ib) = 204.75 72 626" 12.4° 5.5" 6.6 6.25" 9.1° 3.4" 4.7" 6.26 9.1° 3.4" 4.7" Vcap(Ib) = 233.60 130 626 9.1" 3.4' 4.7" 625" 9.1" 3.4" 4.7" 6.25" 9.1° 3.4° 4.7" C4ANCHOR SPACING SCHEDULE T ONSIDE MOUNT PANELS. WALL MOUNT> 1/4° x1 -1/4" EMBED ELCO TAPCON TCap(*) =218.00 Vcap(Ib) = 398.00 0.75° EDGE DISTANCE 16.0" 18.0" 11.0 16.4" 5.0" F WOOD 1/4 "x2" THREAD 39 12.5°16.096.0" 7.5° 12.596.0" 4.8 125" 16.0 8.9" 3.9° PENETR.LAG SCREW 49 12.5° 16.016 0" 6.0 12616.0 8.6" 3.8 126'16.0 6.3" 3.1" 16.0" 58 12.5•16A"14.4" 51 122° 16.0" 6.6" 32' 12.5" 16.0 6.0" 6.0 Tcap(Ib) = 369.53 72 12.5" 16.0" 9.8" 41" 125° 16.0 6.0" ?/•, 125°16.0° 8.0 39 Vcap(Ib) = 82.97 130 12.5" 16.0" 60 , y;12.5" 16.0" 6.0" ::12.5" 16.0 6.0 10.1° #14 x 1 -112" THREAD 39 12.5" 16.016.0" 7.7° 12.5" 16.0" 8.3" 4A" 12.5-13.6" 5.8" 3.9" PENETR.WOOD SCREW 49 12.5" 1 &013.6" 6.1" 12.9'13.2" 6.6" 3.8" 6.25" 10.7" 41" 31" 18.0° 58 12.616.0" 9.3° 6.1" 6.25'11.2" 4.3" 3.2" 625" 10.4 3.9" /, Tcap(Ib) = 234.00 72 12.6142' 6.3° 4.1° 62610.4" 3.9" 62610.4 3.9" 5.8" Vcap(Ib) = 98.74 130 6 .25° 10.4" 3.9" 11.0" 6.25" 10.4" 3.9" 6.26" 164 3.9" , 7116" x 518" EMBED 39 12616.0"16.0" 13.0 12618.0 8.3° 8.1" 125° 13.4" 5.7" 8.8' BRASS BUSHING & 49 12616.013.6" 10.3" 12.5' 13.1" 5.5" 6.4" 6.25°10.6" 4.0" 52" 1/4-20 SCREW • 58 126160" 9.2" 8.7" 62591.1" 4.3" 5.4" 6.25° 10.3" 3.8" 5.0" Tcap(Ib) = 23t50 72 12614.0 6.2" 6.9" 6.26° 10.3" 3.8° 5.0" 62610.3" 3.8" 5.0" Vcap(Ib) = 232.60 130 62610.3" 3.8° 6.0" 625" 10.3" 3.8" 6.0 6.25" 10.3" 3.8" 6.0" C4ANCHOR SPACING SCHEDULE T ONSIDE MOUNT PANELS. WALL MOUNT> HOLLOW CONC BLOCK - t 1/4° x1 -1/4" EMBED ELCO TAPCON TCap(*) =218.00 Vcap(Ib) = 398.00 2.5" EDGE DISTANCE 16.0" 18.0" 11.0 16.4" 5.0" F ANCHOR LOAD (pSf) SPANS UP TO 5.50ft " CONN TYPE C5 co SPANS UP TO 8.67ft CONN TYPE C6 co CONCRETE 1/4" x1314" EMBED 39 •16.0" 16.0° 18.0" 16.0" ELCO TAPCON 45 .18.0 16.0° 11.4" 16.0 (MIN 3320P8 CONC) 65 16.0" 16.0° 7.6 18.0" Tcap(Ib) = 483.00 65 142" 16.0" 6.0 16.0" VcapJb) = 475.00 72 01.0" 16.0 6.0" 16.0 114" x1 -7/8" EMBED 39 (16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 46 16.0" 16.0 10.1° 18.0 LEAD SHIELD ANCHOR • 55 .16.0' 16.0" 6.6' 16.0" Tcap(Ib) = 428.00 65 12.6" 16.0" • 6.3" 16.0° Vcap(Ib) = 429.00 72 9.8" 16.0" 6.3" 18.0° 114 "x12"EMBED 39 '16.0" 16.0 12.9" 16.0" ELCO PANELMATE 46 :16.0 16.0° 8.8" 16.0 (MIN 3350 PSI CONC) • 55 18.0 16.0 5.8" 16.0 Tcap(Ib) = 372.00 85 11.0" 16.0" 4.6° 16.0 Vcap(Ib) = 665.00 72 8.5° 16.0" 4.6' 16.0" HOLLOW CONC BLOCK - t 1/4° x1 -1/4" EMBED ELCO TAPCON TCap(*) =218.00 Vcap(Ib) = 398.00 39 49 58 72 130 16.0" 18.0" 11.0 16.4" 5.0" 16.0" 16.0" 18.0 14.6° 132' 7.5" 52" 3.4° ' i %' 15.6° 13.4' 11.0 9.7" 9.7' 1/4" x1718" EMBED • 39 16.0 16.0 124" 16.0" ALL - POINTS SOLID -SET 49 •16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHOR * 58 16.0 16.0 5.5" 16.0" Tcap(Ib) = 368.00 72 10.5° 16.0 4.4" 16.9" Vcap(Ib) = 249.00 130 8.2" 16.0 4.4" 15.9" 1/4" x1 -1/4" EMBED 39 16.0 16.0" 7.1" 14.6" ELCO PANELMATE 49 18.0 16.0" 4.8" 120 .16.0° " 68 10.3" 16.0" 3.2" 10.3" Tcap(Ib) = 204.75 72 6.0" 13.7° / %,/ i 9.1" Vcap(Ib) = 233.50 130 4.7" 12.4" j / l'; 9.1" ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE "TI'). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 & 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCHOR SPACING SCHEDULE ONSIDE MOUNT PANELS. CRAP MOUNT) 114" x1- 114" EMBED ELCO TAPCON Teap(Ib} = 174.00 Vcap(Ib) = 318.00 0.75" EDGE DISTANCE 12.6° 10.9° 8.9" 7.5" 6.8" 6- 0 ANCHOR g W N 114"x2" THREAD 39 16.0 16.0 12.4" 16.0" 39 PENETR.LAG SCREW 45 16.0" 16.0" 8.5" 16.0" 16.0" 13.2" 65 16.0" 16.0" 5.6" 16.0" 10.8" Tcap(Ib) = 359.53 86 10.6° 16.0" 4.4" 16.0" 8.5" Vcap(Ib) = 82.97 72 8.2" 16.0 4.4" 16.0" 6.0" #14 x 1 -112" THREAD 39 18.0 16.0 8.1" 16.0" p PENETR.WOOD SCREW ' 46 .16.0° 16.0 6.5" 14.4" o 18.0° 56 11.8' 16.0" 3.6" 11.8" 14.4" Tcap(Ib) = 234.00 65 0.9° 16.7" 72 10.4" 92' Vcap(Ib) = 96.74 72 5.3" 14.2" 16.0" 10.4" 10.3° 7/16" x 518" EMBED 39 18.0' 16.0" 8.0" 16.0" 6.4" BRASS BUSHING & 45 16.0" 18.0" 6.5" 14.2" Tcappb) = 297.60 1/4-20 SCREW • 55 11.7" 16.0 3.6" 11.7" 72 Tcap(Ib) = 231.50 65 6.8" 15.5' i 10.3° Vcap(Ib) = 232.50 72 5.3" 14.0 , f , ,, 10.3" ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE "TI'). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 & 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCHOR SPACING SCHEDULE ONSIDE MOUNT PANELS. CRAP MOUNT) HOLLOW CONC BLOCK 114" x1- 114" EMBED ELCO TAPCON Teap(Ib} = 174.00 Vcap(Ib) = 318.00 2.0" EDGE DISTANCE 12.6° 10.9° 8.9" 7.5" 6.8" 6- 0 ANCHOR g W N 8.0" 6.9" 5.7° 5.0 5.0° LOAD �S SPANS TO CONN TYPE C7 C8 SPANS 78 TO CONN TYPE C7 C8 CONCRETE 114" x1 -314" EMBED 39 10.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8° 8.4" (MIN 3320PSI CONC) 55 152' 10.8" 9.6" 6.9" Tcap(Ib) = 386.40 65 129" 92" 8.5" 8.0 Vcappb) = 380.00 72 11.6" 8.3" 8.5° 6.0" 114° x1718" EMBED 39 16.0" 16.0 152" 10.8° ALL- POINTS SOLID -SET 45 16.0 14.7" 13.2° 9.3" LEAD SHIELD ANCHOR " 55 18.0° 120 10.8" 7.6" Tcap(Ib) = 428.00 65 14.4" 10.2" 9.5° 6.7" Vcap(Ib) = 429.00 72 13.0 92' 9.5" 6.7" 1/4" x1 -2" EMBED 39 16.0" 11.8" 10.3° 7.4° ELCO PANELMATE 45 14.1" 10.1° 8.9" 6.4" (MIN 3350 PSI CONC) • 55 11.5" 8.2° 7.3" 6.2" Tcappb) = 297.60 85 9.7" 7.0° 6.4" 4.6" Vcap(Ib) = 282.50 72 8.8" 6.3" 6.4" 4.6" HOLLOW CONC BLOCK 114" x1- 114" EMBED ELCO TAPCON Teap(Ib} = 174.00 Vcap(Ib) = 318.00 39 49 58 72 130 12.6° 10.9° 8.9" 7.5" 6.8" 82" 7.1" 5.8° 4.9° 4.5" 8.0" 6.9" 5.7° 5.0 5.0° 52' 4.5" 3.7" 3.3° 3.3" 1/4 "x1718" EMBED 39 16.0" 12.3" 10.4" 7.8° ALL - POINTS SOLID -SET 49 14.2" 10.7° 9.0 6.0" LEAD SHIELD ANCHOR • 68 11.7" 8.7" 7.4" 6.5" Tcapib) = 358.00 72 9.9" 7.4" 6.5° 4.9° Vcap(Ib) = 249.00 130 8.9" 6.7" 6.6" 4.9" 1/4" x1 -•14" EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 49 9.7" 6.8" 62° 4.4" • 58 7.9" 5.6" 5.0" 3.6 Tcap(Ib)= 201.60 72 6.7° 4.8" 4.4° 3.2" Vcappb) = 198.60 130 6.1° 4.3" 4.4" 32' 0.75" EDGE DISTANCE I 114" x 2" THREAD PENETR.LAG SCREW Tcap(Ib) = 359.63 Vcap(Ib) = 82.97 39 46 65 85 72 7.5" 6.6 5.3" 4.5" 4.1" 6.6" 6.7" 4.6" 3.9" 3.6 #14 x 1 -1/2" THREAD PENETR.WOOD SCREW Tcap(Ib) = 234.00 Vcap(Ib} = 9834 39 45 66 65 72 7.7" 6.6" 5.4" 4.6" 4.1" 62' 6.4" 4.4° 3.7" 3.3" 4.9° 42° 3.4" 3.0 3.0 7/16" x 6/8° EMBED. BRASS BUSHING & 1/4-20 SCREW Tcap(Ib) = 231.50 VCap(Ib) = 232.50 39 46 • 555 65 72 13.0" 112' 9.2" 7.8° 7.0° 9.2° 8.0" 6.5" 6.0° 8.2" 7.1" 5.8" 5.1" 5.1" 3.9" 3.4" 5.8" 5.1° 4.1" 3.7" 3.7" NOMINAL 2° x 4" (MIN) WOOD STUD (3/4" EDGE E DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD IN TUD SHALL OBE ®:�4° "A `p t� ° jYY44/s "d SOUTHERN PINE, G =0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. O® •.. " \., °' E Na4 °• 3 7 • DESIGNATED REMOVABLE ANCHORS WH1CH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS `y® 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE * : FLORIDA 41E101383ATIONI EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). PRODUCT' Rlwzs.ED : PE 55983 ; 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL RNISHES.83 C0rnplyJng with the p di .tj t C.A 28677 • 10. . DE TES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. Building Code • y ° wee_.__ -- ,.. - ♦ . *` " YV I Control ATE a z Za w o, z8 �0 w v�' a q C) FLORIDA STORM PANELS, INC. SATS 04 -02 -12 •+ "1w �q DEMO Na ,4 AD12- 30 4 Or 4 I AS NOTED S.L ICY 12 -073 •«°•O4" {{O so QNA1 A 1V3tr 12 s - - -- .- - - - - - - - - . - - - GENERAL „NOTES,: - I. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 dt 2010 EDITIONS OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, DESIGN WIND LOADS SHALL BE DETERMINED. AS PER SECTION 1620 OF THE ABOVE MENTIONED CODES, USING ASCE 7 -05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC & ASCE 7 -10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 & 25, 26, 20 & 28A. IN ORDER TO VERIFY THE ABOVE CONDmON, ULTIMATE DESIGN WIND LOADS TIEMRMtNED PER ASCE 7--f0 SHALL, 13E FIRE REDUCED '1Yf A.S.D. DESIGN WIND LOADS _BY._MULTIPi.Y1NG THEM BY 0.8 IN - ORISkR TO :COMPARE THESE WI MAX.. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON - SHE 12. THRU 17 & 2,S. 28, 28 & 2DA, .. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D„ AS TESTED,, WERE NOT OVER ' STRESSED, A 33X, INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS Yf USED IN THEIR ANALYSIS. BERTHA H,V, ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 102.8 OF THE ABOVE MENTIONED CODES AS PER ATL REPORTS; -NV BLADE Q #0214,01 -03, #0715,01 -03, (/1004.01 -05, #1214,01 --05 #0317,02 -06 AND #060B.01 -10 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. --NV WINDOW BLADE (I A #0505,01 -O8 AS PER TAB 201, 202 & 203 PROTOCOLS AND 0725.01 -08 AS PER TAS 202 PROTOCOL, -NV BLADE () #0422,01 -05 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS, 2. NV BLADE AND HV BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4, EACH WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH SECTION 6, OF ASCE 7 -05 STANDARD (EEC 2007) & ASCE 7-10 (FRG 2010), ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE CORRESPONDING WIND ZONE. THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO GLASS. DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR HV BLADE® & 2®, ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7 STANDARD, AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR, NV MADE Q AND HY WINDOW BLADE (3 . ARE ALSO ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. 3, BERTHA H,V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND -FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL SE # 14X2.75 AND # 14X1,75 RESPECTIVELY, 410 -HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksl YIELD STRENGTH AND .180 ksI TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 5063 -TS ALLOY IS 31.7 ksl MO 35.7 list FOR 6005 -T$ ALLOY. . 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COAItU CARBON STEEL AS PER DIN 50018 WITH 50 kni MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH AND TO COMPLY W/ FBC SECTION 2411.13.4. 6. BOLTS TO BE ASTM A -307 GALVANIZED STEEL, OR AISI 304. OR 318 SERIES STAINLESS STEEL WITH 3S ksl MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE Q : 13, 14, 15, 16, 17 AND 26A. HV BLADE : 26. HV BLADE 01 & 4I WORKING IN UNISON: 1.3, 14. & 16. 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,382. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE .OR IN PART BY U.S. PATENT #5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. •9. IT SHALL SE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER I TOR TO 10 R PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE E3-EAR OWNER,_ OR- OTHERS,- MUST- PROPERLY CLOSE ALL - - - -HV -.AND HD - CENTERMATES -AND ENGAGE OR LOCK ALL HV AND HD-LOOKS. - _ II. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAIL APPROXIMATELY 4" BELOW THE TOP F'OL'LOWS AC %-it S & AWNINGS, I40, HIALEAH GARDENS. FL. MIAMI - DADE COUNTY PRODUCT CONTROL APPROVED. OF SUCH RAIL LABEL SHALL READ AS 12,- -BERTHA I1,V ACCORDION- -SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGUI.ATLQNS PROVIDED; BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (o) THIS P.A.D, PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; F.s. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A,D, (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A,D., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER DR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (5.0,R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.Q. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.O. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. PRODUCT REVISED ' as complying with the Florida Building Code Acceptance No i -- 0 Z Expi ation bate }��rrrrirdi,.a MIAMI -DADE COUNTY - I1L,JEC,O,,,g. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. With. St., Ste. .105, VIRGINIA GAROFNS, FLORIDA- 33105 Phone : (305)871 -1530. Fox : (305)871 -1531 a -moll: tiltecolkeol.cem ES- 0005719 WALTER A. TIWT Jr. P.E. FLORIDA Ua. IF 44187 TABLE OF CONTENTS AAA i HV .IfiAn- ._ GENERAL NOTES SYSTEM COMPONENTS SYSTEM COMPONENTS TYPICAL SHUTTER ASSEMBLY LI APSL1C DL i 1 -20 21 -37 38-43 TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS INSTALLATION DETAILS A -E, CONCRETE /BLOCK INSTALLATION DETAILS F -L, CONCRETE /BLOCK CENTERMATE DETAILS HV CENTERMATE ALTERNATING DETAILS HV CENTERMATE DETAILS HP ENO OONNECTION DETAILS 1 -6, CONCREt . /BLOCK MAXIMUM SPAN TABLES ANCHOR SCHEDULE- CONCRETE & BLOCK ANCHOR SCHEDULE- - CONCRETE .& BLOCK ANCHOR SCHEDULE- CONCRETE & BLOCK ANCHOR SCHEDULE- WOOD ANCHOR SCHEDULE- WOOD INSTALLATION DETAILS M -R, WOOD INSTALLATION DETAILS S -X. WOOD END CONNECTION DETAILS 7-12 & X, WOOD ._ .::.:_- - -PLAT E .( -9N f-Y. _..._..._ - TYPICAL- SHUTTER EL VATION & NOTE ON LOCKS INSTALLATION DETAILS M-GG, CONCRETE CENTERMATE DETAILS HD --END' CONNECTION - DETAILS '16 '44 X, CONCRETE/BLOCK MAXIMUM SPAN TABLES 'ANCHOR SCHEDULE, CONCRETE SHEET 1 SHkki 2 SHEET 3 SHEET 4 SHEET 5 SHEET B SHkkI 7 SHEET S SHEET C SHEET 10 SHEET 11 SHEET 12 SHEET 13 SHEET 14 SHEET 15 SHi t.i 16 SHEET 17 SHEET 18 SHEET 19 SHEET 20 SHEET 21 SHEET 22 SHEET 23 ---,SHEET .24°_ SHEET 25 - _ SHEET 26 _. • AREA..4t,. IY.. y/IWDOW BJ Add . ONLY; TYPICAL WINDOW BLADE & WINDOW DETAIL 'SHEET 27 TYPICAL SHUTTER ELEVATION SHEET 25 AREA . tH!1.. w iNOOW . i g n of l,Y., INSTALLATION DETAILS, METAL STUD WALLS SHEET 28A FLORIDA BUILDING/ CODE (Hi0 Velocity Hurricane Zone) AC SHUTTERS & AWNINGS, INC. (ASSA # 375) 9811 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL. 33016 PHONE: (305) 799 -2068, FAX: (305) 828 -7082 02012 EASTERN METAL SUPPLY INC. BERTHA HV TM Accordion Shutter System, 1.V. BLADE #1 W/ OR W/0 I-LV. WINDOW BLADE & H.V, BLADE #2 BEV,No DESCRIPTION DATE I OLD 10-087 - - 02/03712 3 DRAWN BY: 1,614.0. DATE , 02/03/12 DRAWING No 12 -028 5 SHhu 4 nr 934 -1 -491° A`" COVER 58179 (2) IY •BLADE COVERED UNDER -US PATENT # 5458179 *SEE LIMITATIONS OF USE OF. BLADE Q ON SHEET 28 6005 -T5 ALLOY AND TEMPER 8063 -T6 ALLOY AND TEMPER 3.' 56" 3. 26" 1.500" QUALIFIED FOR USE W/ HV BLADE 6005 -T5 ALLOY AND TEMPER • .378" DIN, DIRECT , MOUNI QUALIFIED FOR USE Wf HV BLADELJ,1Al & 6063 -T6 ALLOY AND TEMPER HY 90 1/1 BC!° STARTER QUALIFIED FOR USE W HV BLADE (T3 4 & 6063 -T6 ALLOY AND TE PER .373" .124 ax N 0.072" QUALIFIED F R USE W BLADE Q.J , 1 & 8083 -T6 ALLOY AND TEMPER OWE ALL':= QUALIFIED FOR USE W/ HV BLADE ®& ® - 6O.53--T$ ALLOY AND TEMPER 1.:17" 9 6 liv TECH .. TRACK QUALIFIED FOR USE W/ HV BLADE® ONLY. 6053 --T6 ALLOY AND TEMPER 083" VARIES 1.936" 1 Div RAIN(1M' Q QUALIFIED FOR USE W/ HV BLADE i & 2. 6063 -T6 ALLOY AND TEMPER HV . CNG.... EA QUALIFIED FOR USE -W /- HV BLADE d & SEE SECTIONS FOR ALIDITY - 6063 -T6 ALLOY -AND- TEMPER QUALIFIED FOR USE W/ HV BLADE® &. ;. _SEE_.SECTIONS..FOR..- ALIDITI 063 -T6 ALLOY AND TEMPER 0—HD -PEKING :. HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 0) & SEE SECTIONS -FOR' ALIDIrf 6063 -TB ALLOY AND TEMPER kip WALL HEADER/SILL QUALIFIED_ .FOR _USE._W / -H.V BLADE 0 s!c SEE SECTIONS FOR VALIDITY 6263 =T6 ALLOY AND -- TEMPER. Mai iia MN. t 0.062" .$111E ANGLES Q ALIFIED FOR USE Wd HV BLADE ® & 6063 -T5 ALLOY AND TEMPER . aLt_W M ANZI . QUALIFIED FOR USE W/ HV BLADE (SEE SCHEDULE 6063 -T6 ALLOY AND TEMPER R /t /r / /rr,r COMPONENT A B TI T2 BLADE ouALIFin 17 2" 5" MAX. 1/6" 1/8" 18 2" 5" MAX. 0.182` 0.192" HV® 19 2.5" 7" MAX. 0.190` 0.190" NV® PRODUCT REVISED a c complying with the Florida Building Code Acceptance No 2 .74 S.•a L Expire on D: e) 4 o/rj By, Miami Dad let Contro MIAMI -DADE COUNTY r��'( +w TILLIT TESTING & ENGINEERING COMPANY aTit�'v \� 8385 N.W. 38th. 5t.. Ste. 305, VIRGINIA GARDENS, FLORIDA 33106 rL01 10_ -' Vii 1 Phone : (305)871 -1530. Fax : (305)871 -1531 ,! - e -mo:1: Utteca ®aoLeom fiIA �IQ\ ►1 #�, WALTER A. TTRUTiJJr. P.E. P.E. S StehL4(P(gtti i'DATE FLORIDA tic. 5 44 -167 IILIE CO INC. "UI EIMER 0.125" 0.090" a 99RNER PPM QUALIFIED FAR USE J HV BLADE ,® & 6063--T6 ALLOY AND TEMPER FLORIDA BUILDING CODE 630 3.8$I ". SHD CEILING ..HEAD R -SILL QUALIFIED F R SE W V 6063 -T6 ALLOY AND TEMPER AC SHUTTERS & AWNINGS, INC, (AS5A # 375) 9811 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL. 33016 PHONE: (305) 799 -2068. FAX: (305) 828 -7052 Hi.h VelvciL Hurricane Zone i§12012 EASTERN METAL SUPPLY, INC. BERTHA Hit TM Accordion Shutter System �i.V. BLADE #1. OR W/O H.V WINDOW BLADE & H.V. BLADE #2, REY.N° DESCRIPTION - DATE ' DRAWN BY: L0. /A.G. OLD 10-087 02/0,/12 DATE: 02/03(12 DRAWING No 12 —O28 SHEET 2 OF 28: -4 ;576" - .745" 2.293" �h0 .929" 334,• PUT HEAD 5.5.M.S. (2 TYP.) 174--20 THREADED IE CAST HOUSING ENAMEL RAISED PAINTED HV QENTE RMAT , Q f�LIFIED FOR USE W/ HV BLADE D& ONLY 5063 -T6 ALLOY AND TEMPER DRABS CYLINDER * KEYS (CHROME IA] ELI) UA ED FOR USE W/ HV BLADE 6063 -T6 ALLOY AND TEMPER ONLY QUALIFIED FOR USE W/ HY BLADE @ & e ONLY, 28 4 QUALIFIED FOR USE W/ HV BLADE ONLY 6063 -T8 ALLOY AND TEMPER 'OP 1.750 PLAN I. 2.750 FRONT ELEVATION QUALIFIED FOR USE W/ HV BLADE ONLY 6063 -T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 6083 -T6 ALLOY AND TEMPER ONLY NY .FEMALE "T" LOCK cgNTERMATE ® 'L. "_ -r LOCK QUALIFIED FOR USE WI HV BLADE ONLY QUALIFIED FOR USE 6063 -T8 ALLOY AND TEMPE W /HV BL.ADEQI ONLY, -HP - QEN ERM4TE w/ t 0 WOK* RQD . QUALIFIED FOR USE W/ HV BLADE (1) &W. HQ EN7ERUSE W HV BLADE l 1Q.. OD QUALIFIED FOR USE W/ HV BLADE 6083 -T6 ALLOY AND TEMPER 6063 =T6 ALLOY AND- TEMPER VARIES. 12" MIN, 1f4" e -2C S,S. OR 3/4'0-16 ACETAL 1HUM2SCREWS. (SEE DETAILS) • I5• LOCKING, Rot QUALIFIED FIR SE W HV BLADE p ,t];► & /\ 35 INSTALLATION WILL REQUIRE A 7/16" HOLE ILLED AT TRACKS FOR PROPER EMBEDMENT 1.130" 375"0 j HV f :tt . -1 ACVAL QUALIFIED FOR USE W/ HV BLARE ©& PRODUCT REVISED as complying IA•ith the Fluridu Building Code Acceptance No f 2 d Z Expir,tiou "ate r Za /5 /� By Miami D duct Control MIAMI —OADE COUNTY t0 t1 �tit� ¢, Tt[ t. `‘N‘ . \c) --HD- .QPNTgRMAA E.' ..ft$ -R-T QUALIFIED 0 3FOTR ALLOYWAND TEMPER E () ' & 0 1/2" ,HV 1/49 0-20 ■1s1 30A QUALIFIED - FOR USE W/ HV BLADE V 11 j \ �r tt O TILLIT TESTING & ENGINEERING COMPANY 6355 N.W.' 35th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33155 Phone1 (305)871 -153D . Fax I (305)871 -1531 e —moII: filtecoeQol.com - E6- 0006719 WALTER A. TILUT Jr. P.E. FLORIDA Do. # 44167 PLASTIC HEAP MOLDED TO SCREW 1 R4RE." -2D D THAO@ DIE GIST HOUSING ENNJEL BAKED PANTED SI MMI NEI BRASS CYLINDER (CHROME PLATED) CRESS TURN KNOB. HV ECRES .LOCK QUALIFIED FOR USE W/ HV BLADE 0 & ® ONLY, 3fi0" AFTER RIVETING / as A-2 3/415 BEFORE RIVETING � , TH.UMi .Q �1 4/',' 1/4 SERIES 9444 ALUMINUM (2424 —T3 ALLOY) LARGE FLANGE THIN SHEET NUTsERT, FART >;' 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07084 DR EQUAL. QUALIFIED FOR USE W HV BLADE Q ONLY. �THUMBTURN CYLINDER OR KEY CYLINDER .846 ". 0.873" Mtn. • •I°a25 wi•x •• :-804" IC NR- LS2Clt 1.76 Mbx. THUMHTURN ORU R KEY CYUNDER BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE O &LIZ FLORIDA BUILDING CODE (IMO Velocity Hurriganei. Zone), 2012 EASTERN METAL SUPPLY, INC. AC SHUT ERS at AWNINGS, INC, (AasA # 375) 9811 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL - 33016 PHONE; (305) 799 -2068, FAX: (305) 528 -7082 .BERTHA HV TM Accordion Shutter System I.Y. BLADE I W/ OR W/O H.V WINDOW BLADE & H.V. BLADE #2 REY.No DESCRIPTION DATE -DRAWN SY: LGiA.G. 1 DATE: 02/03/17 DRAWING No 4 12 -028 -OLD 10 -087 {]2/03/12 3 SHEET : El. a �THUMBTURN CYLINDER OR KEY CYLINDER .846 ". 0.873" Mtn. • •I°a25 wi•x •• :-804" IC NR- LS2Clt 1.76 Mbx. THUMHTURN ORU R KEY CYUNDER BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE O &LIZ FLORIDA BUILDING CODE (IMO Velocity Hurriganei. Zone), 2012 EASTERN METAL SUPPLY, INC. AC SHUT ERS at AWNINGS, INC, (AasA # 375) 9811 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL - 33016 PHONE; (305) 799 -2068, FAX: (305) 528 -7082 .BERTHA HV TM Accordion Shutter System I.Y. BLADE I W/ OR W/O H.V WINDOW BLADE & H.V. BLADE #2 REY.No DESCRIPTION DATE -DRAWN SY: LGiA.G. 1 DATE: 02/03/17 DRAWING No 4 12 -028 -OLD 10 -087 {]2/03/12 3 SHEET a SHUTTER ASSEMBLY SCHEDULE FR HV 0. H y, 4-4 AND HV 2 ,BLADE,. . HV! BLADE 1 g HV BLADE 1A HV BLADE 2 ! . . HV LONG RECESSED NYLON BUSHING 0 HV SHORT RECESSED NYLON , BUSHING HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES. 0,870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVE! S! HV 1 3/4" ACCORDION PIN W/ #6 HEAD 1 * HV 2 3/4" ACCORDION PIN W/ #,E3 HEAD I * c) .....,...,.. POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) • * N1 AT Mclittiown (I) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR - -BOTTOM -mucnEs-CF NV ACCORDION-SYSTEM W7 TIT OR NV a BLADE, (2) HV PIN 0 MAY BE USED IN LIEU OF-0 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ ® BLADE WHEN CORRESPONDING TO INSTALLATIONS "CO" AND "00", SHEET 22, (3) NV PIN OR 0 W/ 1/2" 0,0. 1/1 6" THICK S.S. 1ASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER Ltrcli,Vi- SHEETS 11 & 24, 033 PRODUCT REVISED as complying with the Florida Building Cade Acceptance Na Expir. ion Date By duct Control EXTERIOR @ SEE NOTE FOR EQUIREMENTS) nacALstilaTEKAavgiv SCALE; 3/5" ---- " ,o4611-1 .0-47 ; TILL/t - • '‘t ........ V/2 V\1S6. '*' •`:3- • 'es S 3 MIAMI-DADE COUNTY 5 0? ss\ . FLO 110?••' kzr, ..... .. • cARRitx prgTALL N T S !AEC 0 11.4c, TILLIT TESTING & ENGINEERING COMPANY 6385 N.W. .38th. St., Ste, ZOO, VIRGINIA GARDENS, FLORIDA 331E6 Phone : (305)871-1530 . Fox (305)871-1531 e—maa: lif taco Cool.com E8-000871g WALTER A, TILLIT P.E. FLORIDA lie. # 44157 3/8'0 475'0 og or 00) or 0 EXTERIOR HV OIN Cti OR AT _EXTERLOIL_ ASSEM EILY LAYOUT, N.T,S, CODE Hi. .h Velocit Hurricane Zane FLO AC SHUTTERS 84 AWNINGS, INC. (ASSA # 375) 9811 N.W, 80th AVE. SUITE 7 V & HIALEAH GARDENS, FL 33016 PHONE: (305) 799-2068. FAX; (305) 828-7082 BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) © 2012 EASTERN METAL SUPPLY, INC, BERTHA HV TM . Accordion Shutter System 01, BLADE #1 W/ OR VI/0 H,V WINDOW BLADE & H.V. BLADE #2 NEVA:, DESCRIPTION DATE DRAWN BY: L.C./A.G, OLD 10-087 02/03/12 DATE:- 02/01/ 12 4 DRAWING No 12, - 028 D SHEET 4- OF 20 DR PRODUCT yl+ 0 14 8 _SEE .END . .. CONNECTION DETAILS I% SHEET 11 TYP. FULL HEIGHT. ® +10 4 1 / OR ® +t�t+�oOR � /' / TYPICAL - 1 : - pLADE . SHVTTER:. FLEVATIQM, N_T.S. PRODUCT REVISED as complying with the Florida Building Code Acceptance No O 2. , 0 L Expi tlon Date a (S' OF CORNER CENTERMATE *NOTES .ON. HY LOCKS AND. cENTTRMATES; . 1,- MANDATORY- Difi t..ONE -HV -LOCK 6-or -(2) SHALL BE USED AT OF-- SHUTTER FOR ANY .1/2 -SPAN SPAN - -= OR 12" ELEVATION. HV LOCK O or �2MAY BE US D AS AN INSIDE OR OUTS 105", AND FOR LOCK, ATTACHED TO. u OR. ANY CENTERMATES W /(2) 1/4 "9) -20 x 1/2" LONG FLAT HEAD S.S. MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, . 2 _ , II .:E 40 4► Okillek :.._ ._,1_.i► -:1- I Y:ii,!. Ia4 SkII • i - I 4,ii..: II . .. I..� / LOCKING RODS' AT TOP & BOTTOM HSHALOCKS L 1BE USED FeR ANY LOCK INS ALLATIO AT ANY ELEVATION. HV LOCK 6 OR ® SHALL ITE ATTACHED TO OR 2i? CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK LOCKS AS APPLICABLE SHALL DE AS INDICATED ON- TYPICAL SHUTTER ELEVATION< MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON. SHEET 12, 3, i ' I. 11.... j 1,111 I 1 . W DESIRED, FOR BEI IER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV g,' , r LOCKS OR it AY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES qi OR @ SHALL BE AS INDICATED ON NOTE (1) ABOVE, LOCATION 'Or LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, 4.. •Q NIL. frig #4 (V •.D ONLY ,/HEN TON, CONO, ON 1R4i UMIT D M OATOg' Ot)NDm IA I , AL 4 . .. I.:.._ • LOCKINO RODS ARE NOT REQUINEt3 AT URRICANE POSITION, BUT MAY E USED •IF 13 SIRED TO THAN E SHUTTER PERFO MANGE, LOCKING RODS Q OR AN ALTERNATIVE DEVICE MAY ALSO 8E USED A STACKING POSITION (NON HURRICANE POSITION), S, MAADA'fORY C, 1ND1TION. #41 ONE HV LOCK Q SHALL RE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS Al' ANY ELEVATION, HV LOOK or ) SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO t0 CORNER GENTERMATE W /(2) 1/ 'd -20 x 1/2 LONG FLAT HEAD S,S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OFF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. - F,.1tt.9 s..- 15Z.t:1 I •.. Lo PA 411116. : • +► ,�I d y}. .i; r Ili„ y3.li�IZ.•.4'. 4111 slalIZ .. 6 i ,',P, - ONE ALTERNATE HV LOCK •' ' MAY 8 SED IN LIEU OF NV LOCK f. or ? ; FOR ANY SPAN AND INSTA LATIONS AT ANY ELEVATION, AL ERNATE .LOCK 0 MAY BE USED AS AN NSIDE OR OUTSIDE LOCK, ATTACHMENT. OF 1 /4 "0- 20x3/4" S.S. THUMBSCREW TO Q OR @ CENTERMATES SHALL BE MADE W/ 1 /4 "16- -20x1 /4" ALUM. RIVNUT AS SHOWN ON SECTION FIVE, -SHEET a, ONE LOCK SHALL BE USED' AT 1/2 OF SHUTTER .SPAN_OR.. TWO . _ .._...,... LOCKS AT 1/3 OF SHUTTER SPAN. v'NOT S 914 -.J V !'17 tiOCKS,AND cENT13I ! ?TI S: :. 1, 7ih4.I ...I ?i.:1' 16 „:..1:Nit •` *0+ti6k 1 *k 'Ii ti, *1?:. '1. .0 .Ilai:::,:1 4• Lf ... tN ( ONE ALTERNATE HV "T' LOCK - r i, MAY BE INSTALLED IN LIEU OF HV LOOKS • > OR '' FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION, ALT -NATE LOCK AY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK Q9 INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE - -d-AND 00NNE'GTED-TDOENTERMATES - W/ -1/4"0-2O x 1 172" LONG S.S. THREADED BOLT W/ 7 /S "'e x 3/3-2" - -WINGNUT OR W/ 1/4 "11- -2Qx1" -S-,S M.S. INTO A 1- /-4 "Ox- 5 /B" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM MOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTCH IS MANDATORY. *1tQara oN HD li a R 'A •. . . 1. • t *�.: ` !. ; • ► •! ' 1 . - 41. * : , ; '3' 1 ONE ALTERNATE LOCK 6, IN LIEU - _HD .MAYBE _USED OF HV LOCKS co OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 514 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT OF HD LOCK TQ FI IS W/ 3 #8 x 3/8" F.H. S.S.M.S„ AND INCLUDES REINFORCEMENT INSERT Ni AS SHOWN ON SECTIONS HOB -HV AND DC --HVC, SHELL 10. LOCK MAY BE INSTALLED AT MtOSPAN OR 12" MAXIMU BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 8 IS COMPLETELY OPTIONAL. MIAMI -DADE COUNTY TILLIT TESTING & ENGINEERING COMPANY 6355 N,W. 361h, St., Ste. 305, NROINtA GARDENS, Ft-9RIDA 33155 Phony : (305)871 -163u . Fox : (303)871 -1531 a -mot: EilteceVool,aom EB- 0006719 WALTER A. T1WT Jr. P.E. FLORIDA Lk. # 44167 FLORIDA BUILDING CODE AC SHUTTERS & AWNINGS, INC. (ASSA # 375) 981.1 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL 33016 PHONE: (305) 799 -2068. FAX: (305) 828 -7082 Hi.h Velacft Hurricane Zone ® 2012 EASTERN METAL SUPPLY, INC. BERTHA Hit TM Accordion Shutter System d.V. BLADE !l I W/ OR W/O H.V. WINDOW BLADE & H V. 1 • JE ' 2 ReV.Na f DESCRIPTION DATE DRAWN 8Y: LG. /AEG. 1 OLD 10 -087 . 02/03/12 DATE 02 /6/i2 z 4 DRAWING No 12 -028 SHEET __ ORUCONCRETE MOCK WALL REQUIRED • POURED CONCRETE RECUR D CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) E. D.* .250" Max. r MIN. SEPARATION 1 TO MASS (SEE I SCHEDULE ON EEC .12 FOR BLADE AND AND EXISTING ON SHEET 28 OR GLASS --4 BLARES 7t�& POURED CONCRETE REQUIRED fAx CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) 1'• Min. EQ 1 /4 "0- 20x3/4" S.S. MACHINE SCREWS USING 1/4" -20 NUTS 0 12" O.C. ®ORce a • .WY; ALL ,REAUELIMS1141101,1 EXIS GLASS 1 EXISTING GLASS --4 EXISTING GLASS MIN. SEPARATION I 'TO GLASS (SEE' SCHEDULE ON St-i6Er 12 FOR BLADE( )AN ON SHEET 2S err 9LAnE5 et 0 OPTIONAL IAN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEEP' 12) .250" Max. MEN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) QP11VNAL. —CONCRETE-ANCHORS -- - (SEE SCHEQULE•ON SHEET 13) 0 ,HV ► L SILL IMTAL..ATLQK NOTE FOR COMBINATION OF SECTIONS.: 1- SEE SHEET 4 FOR TYPICAL SHU J I ER ASSEMBLY 2- MOUNTING SECTIONS CAN SE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED * E, 0, = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 14) PRODUCT REVISED as complying with the Florida .Building Coda Acceptance No 2, - D Expiration Data s i M 4.+ EQ 4 1" NCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) -Mtn. 1/4" Max. R ✓. 1/4 "0-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINECREWS-11SINGG 1/4 " -20 NUTS 0 12" O.C. HY WA ..I X11 L JNSTAI r a rlt» ♦ SEE LIMITATIONS OF USE FOR BLADE (IIA)ON SHEET 28 at Control MIAMI -DADE COUNTY - POURED CONCRETE OR CONCRtit BLOCK REQUIRED EXISTING CLASS CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) OPTIONAL MIN; SEPARATION TO. GLASS (SEE SCHEDULE ON SHEET 12)' 1/W0-20014" - .20x3/4" S.S. MACHINE SCREWS W/ 1/4 " -20 NUTS 0 12" O.C. Min. —EO EQ .250" Max. POURED CONCRETE OR CONCRETE BLOCK REQUIRED -CONCRETE -ANCHORS -- - (SEE SCHEDULE ON - SHEET 13) MIn7 1/4 "11- 2Qx3/4" S.5. PHILLIPS - TRUSS-FLEAD -M HINE REWS W/ 1/4 " -20 NUTS 0 12" 0.0. MV WALL Slur INSTALLATION STALLATION _DETAILS W ((') H V ± LIE Co. TILLIT TESTING & ENGINEERING COMPANY 8338. ii.W, 38t11. SE., Mo. 3a5, VIRGINIA GARDENS, F1,ORIOA 33186 Phone a (305)871 -1530 . Fax : (305)871 -1531 e -mats: tllEsoo4'aol.aom EB -00067 t9 WALTER A. TILLIT Jr. P.E. FLORIDA Uc. # 44187 8 (_ DE Sc Hy. B_LADE5) A$ ,APPLI.CA��L� FLORIDA BUILDING CODE (High Velocity Hurricane Zone '02012 EASTERN METAL SUPPLY, INC. THA HV rM Accordion Shutter System 1.V. BLADE #1 W( OR W/0 H.V WINDOW BLADE do H.V. BLADE #2 RBV.Nv, Dl:SCRIPTI011 DATE DRAWN BY: j A G. OLD 10 -087 02M/12 DATE: 02 /03/12 z DRAWING No . . 4 12 -028 `. AC SHUTTERS & AWNINGS, INC. (ASSA # 375) 9811 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL. 33018 PHONE: (305) 799 -2068, FAX: (305) 628 -7082 SHEET _— POURED CONCREJt REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) EDGE OF SLAB IF APPLCABLE EXISTING CLASS —•-I MN, SEPARA (Mt 1ZR ON QN SHE T Ef9Qtc �g1 © BLAILitigjaTALLATAti NIN, S'F,PARATIaN ` TO CLASS 1 '(am S REr Jl. ON EXISTING GLASS 1-4x3/4 HEX F1EAD T'EK SCREWS _IfP 9 Q.C. 9R 1/4'0-20 S.S. M.S. W/ NUT 0 9" O,C. 0 CONCRETE ANCHORS (5F' SCHEDULE ON SHEET 15) KW; 7 / 8 �Ds OPTIONAL POURED CONCRETE REQUIRED 0 V ,RAI.NCUARQ._ [N$TAU,ATION 1- NOTE FOR COMBINATION OF SECTIONS: 1= SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2– MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. OR 04 EDGE OF SLAB IF APPLTCASLE MIN SEPPRATION Tfl Gt455 (SEE SCHEDULE CN 12 CR KADESt Ab QN SHEET 28 R EXISTING Eums04 GLASS –" ALTERNATE _. ANCHOR LOCATION 0 -14 /17z. .O. ww EDGE SIA9 IF APPUCABLE POURED CONCRETE REQUIRED d' 0 OR 110x3/4" HEX WASHER HEAD TEK SCREWS 0 12" 0.0. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) Os) E. D A E. D.1` EXISTING i MIN. SEPARATION GLASS TO GLASS 11—(5EE SCHEDULE ON SHEET 12) ' E. A, = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 14) PRODUCT REVISED as complying with the Florida Building Code Acceptance No 2--02/ Expir lion Date By IVIi A IP " SIN• u' .......10x3/4'._ HEX ._ WASHER. _ ....__. _ 1111 EAD TEK SCREWS fpii `. r I _. #14X3/4 -" S.D.& /i� !`.a 0 9" 0. G, Aer dr A "' QRi$ .. n,.tn... II .4J 1/4" MAX: EITGE OF SLAB IF APPLICABLE POURED CONORLIt OR CONCRETE BLOCK REQUIRED CONCRETE ANCHOR'S (SEE SCHEDULE ON SHEET 15) 0 ,H1( WALL, E ,LQ9R .IN$ThLIATION. 1401E1 THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED AOJAClNT TO AN OPERABLE EXIT T OR ENTRANCE jprrrr.r'. ct Contro MIAMI- -DADS COUNTY Y}t iONP+\' rrrti P.E. rS /,1 i!gAR DATE - + SEE UM¢ATIONS OF USE FOR MADE 1 ON SHEET 28 IL�C �K�• T1LLIT TESTING & ENGINEERING COMPANY 8355 N.W, 351h. SL. Ste. 30E, VIRGINIA !URGERS, FLORIDA 73108 Phone 1 (305)871 -1531 . Fax : (305)871 -1531 e –mail: tittecoi'aol.00rn EB- 0008715 WALTER A. TILLT dr. P,E. - FLORIDA Ue: 44157 +1 MIN. SEPARATION TO GLASS *—(SEE SCHEDULE ON SHEET 121 EXISTING GLASS ---- -1 41,„"N 0 YAM !POURED E. R,* CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) EDGE OF SLAB IF APPLICABLE CD } V._.. 1A4K .OV IN TAL.LATIQI*1 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) EXISTING GLASS --c MIN: SEPARATION TO GLASS 1—(SEE SCHEDULE t . SHEET 12) _VA:to /Mt; WALL' 00_ POURED .CONCREIE- OR CONCRLIL BLOCK REQUIRED #14.4/4" F.H. 0 8" O.C. SEE NOTE 13(b) ON SHtti 1 1/4" Mom. ®. Y 'WA t INSTALLATIQN INSTALLATION ..-DETAILS . _WI . HV .. BLADE....,& HV + + HV BLADES AS . APPLICABLE FLORIDA BUILDING CODE AC SHUTTERS & AWNINGS, INC. (ASSA # 375) 9811 N.W, 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL. 33016 PHONE: (305) 799 -2068. FAX: (305) 828 -7082 High Relocit Hurricane Zone © 2012 EASTERN METAL SUPPLY, INC. fIERTHA tM Accordion Shutter System BLADEJ 1 It OR W/O H.V WINDOW BLADE . & H.V, BLADE #2 fllY.No D@SCIIFTIQN DATE DRAWN 9Y: L0, /A.G. 1 OLD 10 -087 02/3112 DATE: 02/03/12 2 3 DRAWING No 12-028 SHEET 7 or 113 OUT I - --SEE—EN D -WALL---CONNECTIO -DETAILS -SHEETS -1 1 t I IN 2"x2"x /8"x0' -2 (8083-T6 ALLOY) ALUM, ANGLE W/(2) 1/4."0 TAPCON ANC ORS TO CONCRETE (TOP/BOTTOM) & (4410K1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) EXISTING GLASS ( pottOon() 4. > 8,,. C3on 04 0 4- 00104-0 4-0-,-Ch EXISTING GLASS 6143 OF( 04' 0 On 00110 410 °11 4- 611 0 + 00R3 4. 0 eg 0+0 + 00,90+0436k (:)Sra 04' OM® + 0 SR 0+ ()SR 0CIR04. 0 1/2" #10x3/4" S.M.S. 11/ 12" 0.0. FULL LENGHT. .INSTALLATIONS W/ 0 HV BLADE W HV ENTERMATES * SEE NOTES ON LOCKING RODS.0 t NV LOCKS ® or 0 AND ALTERNATE HV LOCK 1:531 ON SHEET 5. \** BLADE SLACK DETAIL HVF IS VALID FOR ALL CENTERMATES APPLICATION WITH BLADE(I EXISTING GLASS - - --sgE ENQ VALL QQNN CTiom 3 1/4" 7" 0 1/2" 7" MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) _SEPARATIO TO GLASS (SEE SCHEDULE 0 --SHEET 12) -IN HVA OPTIONAL (INTERIOR) OUT 0-0 SYMMETRICAL CENTER MATS ,11/ HV LOCK O. OPTIONAL -(INTERIOR)- —wain ,,a71 OUT HVC ORO (D+ Om° aa0 (Ii) . EXISTING GLASS 0 " MIN, SEPARATION q„,)Z '4" 0 0÷ itIPtta0÷ 0 tv3 TO GLASs (SEE SCHEDULE ON -01.-09R 0 +- 0010 +-C) - - /.211 // POURED CONCRETE OR CONCRETE BLOCK WALL HVD 0 UT (EXTERIOR) 1 OUT .HVE. PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expi :tion Date By Miami Dade t -AL ....if • of./ Contra MIAMI-DADE COUNTY • 02- /5- o'iN/5c..-"cc,1\lse cc s-v\1 ‘‘‘ III P.i-7-E4Ljt-PA*R4-- - TILLIT TESTING & ENGINEERING COMPANY "ra355 N.W. 36th. St., sty. 305, v1RNlA GARDENS, FLORIDA 33166 Phone 1 (305)871-1530 . Fox (305)871-1631 tutecceaci.com - - - • Ea-coos7la . WALTER A. TILUT • FLORIDA L.I. 4411:17 ,//,•11.11' , , _ Y.F** FLORIDA BUILDING CODE h Velocity 11W- AC SHUTTERS 84 AWNINGS/ INC. (ASSA # 375) 9811 N.W. 60th AVE. SUITE 7 V & W HIALEAH GARDENS, PL.. 33016 PHONE: (305) 799-2068. PAX: (305) 825-7052 . . 0 012 EASTERN METAL SUPPLY, INC, BERTHA liii TM Accordion Shutter System I.V. BLADE #1 \V OR W/O H.V WINDOW BLADE 8: H.V. BLADE 2 REV-No • DESCRIPTION DATE DRAWN BY LOAD. I OLD 10-087 02/0/12 DATE 02/03/12 - - DRAWING No 12-O28 -.5 - - 4 tkk p, 4 • 311. 4 __ OUT 80" IN 2"x2"x1A3N0*-7 (8ae3-r8 ALLOY) ALUM. ANGLE W/(2) 1/4'11/ TAPOON ANCHORS to CONCRETE (TOP/BOTIGM) (4)#10x1/2" SAS, TO TUBE AT EACI-I ANGLE. (TYP) EXISTING CLASS I/ Gog al- OCR 00130 + OR ODOR 0+ CORO+ 0 Oil tO 1-00R0-0 C)- (Of @QH3+09R0+0 Of C.)00+0gRO+0 1/2, #10xVe SAX, © 12" 0.c. PJU. LENGHT, -LOCKERS At)E * * BLADE (E) BLACK DETAIL 14YF, INDICATED ON SHEET 8, AS WELL AS UNIVERSAL FLOATING BLADE () DETAIL HDO—HVE1 INDICATED QN SHEET *16, MAY SE USES WITH THIS ALTERNATE INSTALLATION RETAIL HVC SHOWN IN THIS SHEET. HV "T" LOCK (INSIDE) kt\I 0 le '•••• ,k 4.; HV "T" LOCK (IN-SIDE 1/2 * SEE NOTE-8 FOR HV- LOOK LOCK, ON SHEET 5. 1--OUT 1/47 02-20 x 1 _..1/2S,S,-M.S., W/ 7/8"0 x 3/32" WINGNUT. . • 1/4" 05-20 x I" S.S.N,S. W/1/4"0 x 5/8" WNW. f. f SERIES 9444 -ALUMINUM (2024—T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS .MANUFACTURED OY AVOEL. CHERRY 1EXTORN, PARSIPPENY, NEW JERSEY 07064 CFI EOUAL, HV "T" LOCK .(O0S-0Z) HVG* PRODUCT REVISED as complying with the Florida Building Code Acceptance No 2 t 0 Z. Expir lion Date 15- T11-117--- 141 , .• ......... ENS "4**- By. / D4"nellad:e. G:LotContro MIAMI—DADE COUNTY ,..0 • ALTERNATE INSTALLATION W/HV "T" LOCK. HV MALE FEMALE "T" LOCKS CEN ERMATES ., STATE OF J 55. • ... if Iiikc� TILLIT TESTING & 1‘101NEERING COMPANY 5355 N.W, 35th. SL, Sta. 305, VIRGINIA GARDENS, FLORIDA =BS Phone : (305)871-1530 . Fax (305)871-1531 tIttscoaceLcom EH-000871H WALTER A. MIT Jr. P.E. FLORIDA # 4187 tot. SE T00 (SEE SCH 8HE NYLON SCREW HEAD RATION 5 DOLE ON 12) Q(L)) HV "T" LOCK (OUTSIDE) FLORIDA BUILDING CODE AC SHUTTERS & AWNINGS, INC. (ASSA # 375) 9811 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL 33016 PHONE: (305) 799-2068. FAX; (305) 828-7082 Hi .h Velocit Hurricane Zone ei/ 2012 EASTERN METAL SUPPLY, INC. BERTHA HV Accordion Shutter System -1.V. BLADE 11 W/ OR W/0 H.V . WINDOW BLAIJE & H.V. BLADE #2 MCI:VT= 'DAT% DRAY/1,1. SY: L0/A.0: OLD 10-087 132/03/12 DATE 02(03/12 DRAWING No 1 2 -028 -- —SEE -EMI-WALL-CONNECTION -DETAILS - ON- :SHEETS - - - CUT BO" - 1 IN T./ EXISTING GLASS n 03 0. 0. 0-00H 0 .O° OR a1:7)+: 060.0 + 0 + 0-0 + c2 - 0- 04. 0-0+ @oo® qR _ 0+ 0- 0+ 0 oR 0+ 0 • • INSTALLATION ED HV BLADE W/ HD CENTERMATES • SEE_EILL,WALL:=Narillilti r EXIS11NG GLASS 2">12"x1/x01-211 (6063—re ALLOY) ALUM. ANGLE W/ (2) 1/4"0 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM 84 (4) #14x1/2" SN.S. TO TUBE AT EACH ANGLE, (TYP) #10 x ,4/4" S.M.S, 0 12" 0.C. MIN. SEPAIRATION TO GLASS (SEE SCHEDULE ON SHEET 12 (4) H.V. PINS (TYP.) IN 6 1/2" (4) H.V. PINS (TYP 1/ 11111111111•11111WAIII•11111111111111111.11111111111111M11 ,HDA HVA SEE NOTES ON LOOKING RODS 413- & HD LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BLADE (:1) DETAIL HOD— HVD IS VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE 0 lirtma tab=4 raH -r, (OPTIONAL) HVB SYftWETIRICAL HD OE NTFIRMATES W/ 6-4)* -LOCK (EXTERIOR) OUT 1111301111. rAl 11"1 Fr1111111M1 pio 111; 11111=01111 IFIlj fill 11111111A1111111111k smomprimulita 001 (° SYisttivf ETR1CPA11°LN:.H)D CENTR M:±Y4 -c EMATES W/ YI LOCK I NTE R (:t+ 1>R0+ eg RC> kv 0900R 4.430R oR Ot0-+ 0"0÷0 4' Ow (3, 4: 0 QR®I .1 )°.' 0"(.04 CD 1.11)1?-7.HVD** PRODUCT REVISED as complying with the Florida Building Code Acceptance 'No Expit tion Date By Nita i adOd ot Control Ito A. tt .... ...... E MIAMI—DADE COUNTY— • STATE OF cL -3) .1444310‘\./: IT_TFSTING & ENGINEERING COMPANY 6336 N.W. 36th. St., SAC 305, VIRGINIA gAREIENS, FLORIDA 33166 Phone (305)871-1530 . Fax : (305)671 —163.1 e—mall: EarcoGcol.com EEI—O008719 WALTER A. 'RUT Jr. PI- FLORIDA Us. # 44187 FLORIDA BUILDING CODE Hi1h ileiacit Hurricane Zane 2012 EASTERN METAL SUPPLY, INC. AC SHUTTERS Itk AWNINGS, INC. (AssA # 375) 9811 N.W. 80th AVE SUITE 7 V & W HIALEAH GARDENS, FL. 33016 PHONE: (305) 799-2068. FAX: (305) 828-7082 BERTHA Hit TM Accordion Shutter System BLADE OR WO HV WINDOW BLADE & H.V. BLADE 112 REY.No DESCRIPTION DATE DRAWN BY: 1...C4A.Q. OLD 10-087 02/03/12 DATE; o z/o3/12 2 4 DRAWING No 12-028 a SHEET 10 OF 28* --POURED CONCRETE OR CCNCRttr. BLOCK WALL REQUIRED EXISTING CLASS MIN. SFPARgnON TO CLASS (SEE SCHEDULE ON SHEET 12 FOR BLADE O AND ON SHLU 28 FOR (6 BLADES 08c. A frdfrviA (LOCATE AT EITHER SIDE OF5) T /15 "x3" MAX. 063 -T5) CONT, ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE OF 4®) #14x1/2" S.M.S. 0 150 D.C. if2' MIN. #10X1/2" S.M.S. © 18" O.C. i 2" MIN POURED - CONCRETE' OR CONCRETE SLOCK WALL REQUIREIA — EXISTING GLASS MN. SEPARATION --TO GLASS (SEE SCHEDULE ON SHEET 12 FOR MADE ()AND ON SHEET 28 FOR WOES (j) & Flamm 1=i 0 0 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS •(71 Q mtiQimt F,auw POURED _CONCRETE OR CONCRETE BLOCK WALL REQUIRED - I- EXISTING GLASS tN. 5�FPARA110N TO LESO (SEE SGTiE[1ULE ON SHEET 12 FOR BLADEQAND ON SHEET 28 FOR D.ADES Q at 0 . OUSE 1 "' OR 2' MAX. f (AS APPLICABLE)x2 °x i /8 "x0' -2" ALUMINUM CLIP ANGLE (8063 -TO ALLOY) AT MIDH£IOHT (1) #10x1 /2" S.M.S. TO C) 8c (2)1/4."0 TAPCONS ANCHORS TO WALL AT 1" 0,C. (LOCATE AT EITHER SIDE OF 0 ) EE 4 SSIDE CONNECTION TO TRACKS CURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2 M1N. EXISTING GLASS 1" F MIN, SEPARATION TO GLASS (SEE Ad 12 OR BLADESt AND 1/2" ���`°"!"�.�".""'� ON SHEET 28 FAR BLADES 1J -'j �� SEE DETAIL X FO SIDE CONNECTION TO TRACKS of cH{t .6 . kg/. coNN.EGT t ' RAT ak F END COJNINECTION PETAIE L / EXISTING GLASS MN. SEPARATION TO GLASS .(SEE SCHEDULE ON SHEET 12 FOR BLADE tp AND ON SHEET, 28 FOR BLADES 0) & POURED CONCRE.It OR CONCRETE BLOCK WALL REQUIRED 0 4 117 }- 4 o * OR 0-0-0,0- 0,0 Din—.QNECTJQ .LQUAI1. 0 Idr.. REQUIRED ONLY FOR SPANS GREATER THAN 11I.' -0" MN, SEPARATION 113 ...G. .,� (SEE -. - -- SCHEDULE ON 12 FOR -- HLADEC1)AND BLADESet& 0R ♦ SEE UMIXATIONS OF USE FOR BLADE A ON SHEET 28 POURED CONCRETE OR CONCRETE SLOCK WALL REQUIRED 0 END CONNECTION QETAIL 0 ®` @°"0`0°^O +Ooa PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expira .n Date By Mi Ft OR134R30RO VIEW Y ELAN PETAIL ,X STA I•I L U.' tVi HV 1 ! :L I CQ I.CR TE. _OR T QtPRET .. LQCK WA L FLORIDA BUILDING GODS Hi .h Velvcli Hurricane Zone ® 2012 EASTERN METAL SUPPLY, INC. BERTHA HNC Accordion Shutter System `{.V. BLADE #1 J ,OR W/0 H.V WINDOW BLADE & H V. BLADE #2 R OR CO ENQ ._coNtNxCTION..: ¢ETAIL MIAMI-DADE COUNTY- �`. ' i '? 7 .. i Q9 ' � t1% TILLIT- TESTING & .ENGINEERING COMPANY 8358 N.W. 39th, Sh, Ste. 308, VIRGINIA GARDENS, FLORIDA 33185 Phone : (305)871 -1530 . Fox (308)871 -1831 e —mall: titten0eaol.com EE- 0005718 WALTER A: TILUr Jr. P.E. FLORIDA Lk. # 44167 AC SHUTTERS at AWNINGS, INC. (ASSA ft 375) 9811 N.W. 5Oth AVE. SUITE 7 V & W HIALEAH GARDENS, FL. 33016 PHONE: (.305) 799 -2068. FAX: (305) 828 -7082 REY.No DESCRIPTION DATE DRAWN 8Y: 1 OLD 10 -087 02/05/12 DATE: 02/00/12 2 4 5 DRAWING No 12-028 SHEET it OF 28 ScHEDUI,g - #1 --- MAXIMUM SHUTTER FOR INSTALLATIONS :., a 0) SPAN 'L +" OR "L -" (ft.) W/ a t, +11 : ' d'e ta or a. or g�� W/ ONE :l OR HO W& 0 W/ TWO LOCKING RODS BOTTOM + (SEE NOTE t) - NO LOCK LC Iv or it W/ ONE HV LOCK TOP & MAX14UM A.S,D DESIGN LOAD tp.a.f,) CONCRETE & WOOD INSTALLATIONS Cl ....,. ..„...., .....__._ ; � nUN1TN0 aaR CEILING UNTINO 1. + (ft) L - (ft) L 4 fl 1 - II) 30 13'_2" 18 -0" 13 -2" 16 -0' 35 12' -5" 14' -10" 1' -8" 14•' -10" 40 12' -,3" 13' -10" 12' -3" 13' -10" 45 II' -11" 13' -i" lr -if" 13' -1" 50 11' -7" 12,_5" 11' -7" I2' -S" 55 11' -4" 11' --10" _ 1l' --4" 11' --10" Sc 1V-1" 11' --4" 1_' -o" I r-4" 85 10' -10" 10-10 ` '1i' -7" O' -10" 0 10-6" 1 • -6 10' -2" 10' -8" 70 10' -I" 10'-1" 9'-10" 10' -1" 80 9' -10" 9' -g" 9' -7" 9' -io" as 9' -6" e'--6" 9' -3" 9' -0" 90 9'-33" 9' -3" 9' -0" 9' -3" 95 0-0" 8' -9" 8' -9" 9' -0" 100 8' -9" 8' -4" 8' -6" 8' -9" 105 0 -7" 7' --11" 8' -4" 8' -4" 110 6' -4 ". 7' -7" 6' -2" 7' -11" 118 8' -2" 7'-3" 8'--0" 7' -7" 120 0-07 0 -:11 " ._. 7' -10" 7' -4" 125 - 7 ' - - - f D" -. $' -8" 7'-8 " r-C ". -- 13n . __. .. _7'_$ "_ _ . -. S' -5" - - 7' -6" ..... - -g= g" .. 135 7' -7" 8' -22" 7' -4" 8' -5" 140 7' -6" , 5' --11" 7' -3" 5, -3" 145 7' -3" 0-8" 7' -1" 8' -0" 160 7' -2" 5' -7" 7' -0" S' -10" _ 155 _ _ . 7' -P" . 4'_5" . _._ - --1_C" a' =87.. ISO 6' -11" 5"-2" ._9` .- 6' -9" - -. 5' -6" 165 6' -10" s' -1" . 6' -a" s'-4" 170 6' -9" 4' -11" 6' -7" a' -2" 175 5'--7" 4' -9" 6' -5" 5' -5" 180 6' -6" 4'--8" 6'--4" 4'-113" 185 6' -5" 4' -6" a' -3h 4' -9" 190 8' -4" 4' -5 "• 8' -2" 4' -7" 195 5' -3" 4' -3" 6' -1` 4' -6 ". - 200 W--2" 4` -2" 6'--0` 4' -5" 2n5 5' -0" 4' -1" 6' -O" , 4' -3" - - ;SCHEDULE --ff2 MAXIMUM "L+" INSTALLATIONS C,NTERMATE ONE HV OR 26 RODS SHUTTER SPAN* OR "L -" (ft.) FOR W/- • � -.+► : i, , 4 ..& -F - LOCK 6) OR t W/ NO OCI4ING . +(SEE NOTE t) 4x , ... "O_.' uAwMUN INSTALLATIONS 0 A.S,D, 0ESlcrl + WALL MOUNTINGS ' I.OAD (p.b.f.) & (1- ON ) FLOOR/081M MOUNTINGS - 1.- Il) L -F ft) L (1}. 30 12` -3" 14' --9„ 35 11' -9" 13, -8„ 40 11' -4" 12' -9" 45 11' -1" 12` -0" 50 10' -9" I1' -5" 55 10' -6" - 10 11" 50 10' -3" 10' -5" 65 10' -0" 10' -0'� 70 9' -6" 0, -8" 75 B' -4" 6'--4" 80 9' -0" 9' -0" 85 • 13' -9" 8' -9" 90 $' -5" $' -8" 9$ 5' -3" 9' -o" 100 J B' -1" - 8' -1" 105 7' -11" 7`•11" 110 . 7' -8" 1'-7" 115 7' -6" 7' -3" 120 7' -4" 6` --11" - -- 125 -- ---7'-3" -- - - 6'..8 „_ 130 ` 7,,1” 6,-5" .._. 135 8'-11" 8 -2" 140 6' -10" - 5' -11" 145 6' -8 „' 5, -g„ 150 ,5' -7” _' -7" _____155.. 8` -$' .. 8' -5" 160 6' -5" 5' -2" 165 5' --,3" 5'--1" 170 6' -2" 4' -11" 175.. B' -1" 4' -g„ 1$0 6' -0" 4'--8" 185 5' -11" 4'--6" 190 5' -10" 4' -5" 195 5' -9" 4'=-3" 200 5' -9" 4' -2" 205 f 5' -.6" 4' -i" - -SCHEDULE - AXIMUM SHUTTER SPAN* "L-I -" OR "L -" (ft.) INSTALLATIONS W/ .L,l3 gli i •:• !< .. ii. u' &4w / Two HVCOR OR "LOCKS OR 0-- • LOCKING RODS (5 TOP /HO1TO W/ ONE HV LOCK 0A OR 6 OR Wj $ SEE NOTE i (1) SEE BELOW FOR MINIMUM .SEPARATION TO GLASS SCHEDULE FOR SHUIIeRS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING ' MEASURED -AT BOTTOM OF 'SHUTTER: - -°- - (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -O" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUII1.R IS 3 ". MINIMUM- SEPARATION TO GLASS SCHEDULE:. CONCRETE & WOOD INSTALLATIONS 0 _ A..,0, DESIGN INSTALLATION W/ PPPOS(NP. CENTERMATES LOAN (p,s.f.) FLOOR /VEILING MOLINTINO (+ OR =-) FOR >105" TO MAX. ALLOWED 3 7 /8 "s L+ (ft 1.- Il) 30 13' -l" 16 " -Q" 35 12' -7" 15' -7" 40 .1 2' -2" 15' -2" 45 1 f' -9" 1 4 -'--3" 50 11' -8" f3' -7" 55 it"- 12' -11" 80 11' -0" 12' -4-„ 85 10' -o" 11' -11" 70 10' -7" 11' -5" 15 1o' -4" 11" -1" 80 1n' -0" 10' -9" 85 9'--9" 10' -5" 90 9' -5" 1D' -1" 96 0-2" g' -l0" 100 9' -o" 9' -7,1 105 8' -g" g' -4,, -. 110 8' -7" e,`z" 1.1 _...... ..- 8.'.- 4. °... ...8'_-- 11 " "..... 120 8'_2" 8` -9" - 125 - - S._Q" 8 -$" 130... 71-10" $,_1„ .._ 135 7' -g" 7• -g,,. 140 7' -7" 7'-6" 145 - 7' -5" 7'-3" -150- - - T -4- - 7-' :0" - 155 7:- -2." 6-' -9n - 160 7'-l" 6' -7., 185 7 -0 6' -4" 170 8'- -11„ 6' -2" 175 8' -g„ 6' -0„ I80 6' -8" 5' --10" 185 6' -7" 5, -8" 190 6' -5" 5' -6„ 195 6' -5" 5' -5" 200 6'-4" 6' -3" 205 6'_3" `_i" * NOTES: (I) L-I-: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD. L : MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S,D. DESIGN LOAD, - (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /CEILING: GIVEN A POSITIVE A,S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L +" FROM SCHEDULE. GIVEN A NEGATIVE A.S,D: DESIGN LOAD, DETERMINE MAXIMUM SPAN "L -" FROM SCHEDULE.' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM D>:.it`RMINED SPAN BETWEEN "Li-" AND "L-- ". (3) PROCEDURE TO :LEIhRMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR /CEILING MOUNTINGS: FOR A GIVEN POSITIVE A,S.O. DESIGN LOAD; DETERMINEI L1-l-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 += MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD: DETERMINE: - L1 -= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, L2 -= MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L1 + ", "L2 + ", "Lt- -" AND "LT-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. 0 MAXIMUM_ SHUTTER „SPAN "Li” "L _CR -- "..FOR .._.._ INSTALLA ONS INTO WOOD SHALL BE LIMITED TO, 105 paf. A.S.D. DESIGN LOAD. -- SI - - C012NER N- T €RMATE -#3- -MAY- -BE USED AT ALL MOUNTING_INSTALLATIONS� ,LOCKING. SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5, + SEPARATION TO ASS R 0 lift M NTH L (1) SEE BELOW FOR MINIMUM .SEPARATION TO GLASS SCHEDULE FOR SHUIIeRS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING ' MEASURED -AT BOTTOM OF 'SHUTTER: - -°- - (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -O" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUII1.R IS 3 ". MINIMUM- SEPARATION TO GLASS SCHEDULE:. SHUTTER_W/ ONE LOCK WITHOUT LOCKING RODS SHUTTER SPAN INSTALLATION W/ . r YMM. i'IiI AL OENTERMATES INSTALLATION W/ PPPOS(NP. CENTERMATES . 205„ LESS 3 5/16 "e 4" FOR >105" TO MAX. ALLOWED 3 7 /8 "s 4" 33� { USES INDICATED VALUES FOR HV-GENTERMA1' S. MINIMUM § EPARATION TO GLASG SCHEDULE;. SHUTTER W_/ ONE LOCI< plc T_WO LOCKJNQ ROD§ OR WITH ONI Y TWO LOC)< SHUTTER SPAN INSTALLATION W/ 1aYMME RIOT, CENTERMAT S . .INSTALLATION W/ f CENTER TES 105" OR 2 3/4" * 3 3/16" .: >105.`._T0 -- ..MAX, ALLOWED .... ,_.3-- 1/4,n. * *.. --- . .._......3._.1./4,a .- .. ' ` USE 2 15/18" FOR HV "t" LOCK * *1` USE `4 fi %$" FOR HV 'i" FOLK USE INDICATED VALUES FOR HV CENT INSTALLATION 1 GENLD ' CONCRETE 45 MANSORY WOOD WALL MOUNTING G B, C, I0, E, F, K & L, M, N, 0, P, W, R, S & V. FLOOR /CEILING MOUNTING 0,01 & ,I. T, U, W &. X, HV BLAPE...ONLY PRODUCT REVISED as complying with the Florida Building Code Acceptance No Z,- -O Z.1 ra .OZ Ex-pi ation Date % _ ..15- MIAMI -BADE COUNTY 3 I • �� $ TILLIT TESTING & ENGINEERING COMPANY ,+ RTIr LtJ 5358 M.W. 35th. St., sta.. 308, VIRGINIA GARDENS, FLORtOA 33165 • cs 7 J \� Phone (305)871 -1530 . Fax : (305)871 -1531 FLOR�� �\ t1 6 —mail: tiiteco 'aoi.com F " EB- O0O87L9 WALTER A TILLT Jr. P,E. P�r�LbIGIiA1QtPFr�� FLORIDA Lie. # 44187 dA /iIt!! -i7 FLOkIDA BUILDING CODE AC SHUTTERS & AWNINGS, INC. (ASBA / 375). 9811 N.W. SOth AVE. SUITE 7 V & W HIALEAH GARDENS, FL. 33016 PHONE:_ (305) 799 -2068. FAX: (305) 826 -7062 h Velacit Hurricane..Zons) @ 2012 EASTERN METAL SUPPLY, INC. BERTHA TM Accordion Shutter System BLADE #1 1 OR W/O H.V WINDOW BLADE 44 H.V. BLADE 112 REV.No _ DESCRIPTION DATE DRAWN BY OLD 10 -087 02/03/12 oAm4 n2/03/12 2 3 DRAWING No 12 --028 SHEET f nc ref MAXIMU SPAN 'ft) 3 -0" OR LES I1' 0" 3' 0" 14' -D 18' -0" _► t:.._.. a It _,_I 'ILO 1. et: ,',ki k ff• OIL ft' ; ��►.:91 •s {SEE MOUNTINGS A, 5, G, D AND P ON SHEET 8) WALL HEADER MOUNTING • W POU tED GONGRE1E A.S.D, DESIGN NEGATIVE LOAD .af 30 COM aQa� I1Ii USIBI �® 10 10 10 9 9 a s 8 8 a 120 8 160 A a 8 8 a S 5 a 6 Y 206 WALL HEADER MOUNTING W' DESIG NEGATIVE LOAD MO mmm mm mmm comm mmm HHHMHH® �� t0 B 6 8 a I*mm aim 10 9 8 6 aae mm mm to 8 m e muomm mmwgmmuummm mm t' g m a mmmm mm to mUm ©Qmm mQ10 B 8 5.5oa m min 10 9 mmQO�m nu m a a 6 aAmm iitd a rammainm mm tG Am 7�mamma m ®arm a.a mmmmm mmmog 5.5 monamm m 12 to 5<s mmimm mm QQQ - 8 OQQQ QQ mmmnuoQaQmm Qm 5,6 OQQQmm 86 Da000 ma mm 1u ammo mmm mmm 5 mmumai Qom a!® 9.a 0 1000 mm mm 5.s mamma iLIIm mm 9 k,6 aQQmmm 8 S 50 10 10 75 a 10 to 10 10 10 10 10 10 10 10 9 9 9 90 120 a 8 a a a YNALL HEADEf3 MOUNTING A.St1, DESIGN:N 0 imam 0 OEM mm aim mum HHHHHR® 180 a 6 B A 9 a a 8 s to 9 9 a •..:ali� � IOL 0 LOAD_ 120 180 a 6 8 a B to 9 a a s WALL SILL MOUNTING W/ FOURED +riNCR A S 0.. DESIGN. EGATIVE LOAD.. fe'k=lfl 4P 800 i QMUM to MUM la 9 En 9 a s a QRI Mesa � 9 $ a 6 �RI Om IMMEINSI MI 8 MI a 9 90 8 ma a 180 205 Q WAIL SILL COUNTING A. b,- DESIGN NEGATIVE LOAD 30 ag W K RIO 205 30 O 84 Q WALL HEADER /SILL MOUNTING -OM NEGATIVE- LOAD i7 a 5 5 a a a s 9 9 9 9 9 9 8 8 a a 8 S a a 9 a 10 9 10 10 10 9 9 14 1.4 10 10 9 9 9 a a s a to to 10 10 to 10 10 9 a 9 9 9 9 10 10 a a 8 a a a 8.8 8,b 8 s 8 a IMM MIIMM[ H 8 8 Q RRiiiiiif�3fY3 10 9 7.8 �s.5 OQ MIME' HIM a '© " ®® io a a a IMUM ® �0 ©Ym ® a a is s a6 am= a s s �® 6,6 mm tam: 8 ti a a.5 mime= 6 m8 rT 5 mmm QaQ Q® 10 tfi mmm $ 6 8 a p e mn QaiO® 10 8.6 more $ g a s.5 a a5 m mom mm 10 =mamma $ Qanmumm aQmmommummemum 9,8 z.5 mmmmmaC f3�Cff' m mamma' ' a s nimmimE ©mummamm to e$ mmm 6 e n a 70 mu m �mmm =maim ©ommmummmuinam $ g e mamma i,QQQQm =maim L'�maaamm a,5 ��aRe7 $ 8 tl m a d.6 mm mmummQm 8 mmammQaQmQ4Q 9,5 6.5 6 QQ rii® $ Q 8.5 a mum= mavo rim o�aa mm mmummm mmi 10 & msaav B a $ 5 a e m0aamm ii!!!PliH$ C�i�ClQ a 6 5 8.5 5 5 QCtL7la A ti s G 5 mum= ama +Q' m immumm©L7R��i mamm 10 QQ ©i7aia 13 ;� 3,5 mom mama aim ' 6 =ma= m ammo 10.6 ® °L7oes t1 s a a $ m 4.6 m 5.6 8 8 Q 5.5 4.5 IIIII 8 $ a QommoQ Q ' Q .... IIiiiiiiriiE $... 3:8 i1,7mummam m a _s_ammmum m10 _ m s0 = m ®®maim® g•6 a mom mlm n s a a mamma m memommu mmp ommum itm mommoif m micommaQilT, mmi�laaimm�ili iiii m a.5 i umilm mm mmmm Qmm' mmmm mm QQQQQi mmiaQQQQ mmmam �ia�7mmmmumom mm common mm mm amm ® mmommommmmami QQmem 10 mmmo= s_. _r; . -g _ _$. .nmm mm ®ma ®m mm 6 mmaQQ m mamma= Qmummam 6<s a pmmmmn $ ® a.$ mmmm mil # mma ii m umm mom um' m iiii ihi mmo m Q: mmimm s,6 d,6 mammy e a 6 =maim Etitmmum omm mOmmummmmmmm mium ammumQQ e 6 =mum um s _ s,5 p mmam mmmmaQQmf mmisai�almm mammm=Q G6itmUQQ® a amQ iaivia0 n a . iilik�o70 ommummmmmimammiummimmmaammQOmmmemmmm mmmmn g mQ00m immommmem iammcommQ m<mmmmamQ ' mmmmmammum%ilomQQm® umulo n $ $ a 7,6 umm mummmimma°mm®mmmivQO . m�ammimmm m=ai==m 7,6 iii uomm i $ ® 5 mammon= ii mmmumumivaift mmimmmm mmmmomm mmimmmmm a mmmmmm 6 a 6 Dammam a�ivCitaaQami�f.7iiaiv mm Q�iQ�.9mmmmmmmm mmmmmmmmmmmmmmmmmm mmmommomQmmammmaQ map msnmm� aimmommaama =mom mm 6 a mama= mmulimmmm m ommommmo amiamm 'QQQi Qmmmms QQQ immum li avid 10 ® minus ummmummmm mommmmm mmm QQOmQQQOYQQmQQQOQOmm mmmmmm �8QB8B8��88�B�im��88B��8B�i' ��A�g���iiilii�fioslos�QO�ma7QOm 10 0 10 10 to 9 8 a 8 3 a 5 - 10 10 10 10 9 a Q®Q' MAN IMm 9 6 8 QL Q maQ 0m RtU MM 9M00= ummommimm momm a 8 mammm mmmmmm ■ omQaa Rim 10 a 10 19 10 a 8 8 On 90 a ea UMW a a a 8 a iliNNIAAMANd ...no ...e. .e... ee mmm non 10 14 10 9 10 9 6 a a a 8 10 to 9 9 7.5 a s 4,8 9 8 8 10 a 8 10 10 10 10 9 9 B a -a' a a a 8 a 4 N® MIMEIREN 9,8 a M 19 9 8 7.6 0U: maa�® V a s a•a 7,a a.s 3,6 mm OQQ�Q >1 8 10 10 9 19 a a a a 8 a a 7,5 a 1.5 10 10 9 9 a 8 s 6,6 QQ 10 Q Qa0 ©DaRM 4,8 10 0 8 8 10 '9 a 8 4.5 10 9 a 10 $,5 10 9 6 8 8 10 6 10 9 8 8 10 s 10 to 10 9 Q a a 8,5 a 8.5 9,5 10 to 9 8 10 5,6 10 10 B 9 7.5 8 10 10 9 9 a $ 8,5 10 10 9 9 8 10.0 5.5 10 10 10 10 TO 10.8 9.8 10 8 10.5 12.6 6.5 10 9,6 10 $.5 a 10 10 10 10 10 9 to-5 6 8,5 9,8 4.5 5 -5 9.5 11.6 13,5 9 10.5 5 ti 10 10.5 9 10 8 10 Id 5 9 PRODUCT REVISED as complying with the Florida Building Code Acceptance No Z 2. ExpirationDate /5-$ By Miami Dada I„ fi t Contra MIAMI-DADE COUNTY rr amIgerray slp, Of oATE TILLIT TESTING & ENGINEERING COMPANY 5385 RM. 58th. 51, Ste. 303. VIRGINIA GARDENS, FLORIDA 33188 Phone : <Z05)871-1530 , Fax : 005)871-1551 FLORIDA 1.1c. # 44487 al sit Z TAPCON OR, TAPCO ADvNCEO THR>;ADE'ORM TECHNOLOGY -- -ALE - POINTS ' SOLIO= SET • -° 13LUE TAP TAPPER -f- * SEE ANCHOR SPECIFICATIONS ON SHEET 19- *SEE LIMITATIONS OF USE FOR f3LADE ON SHEET 28 11Y, WINDOW BLADC FLORIDA BUILDING MOB Veiocit Hurricane Zone AC SHUTTERS a; AWNINGS, INC. HIALEAH GARDENS, FL. 33016 0 2012 EASTERN METAL SUPPLY, INC BERTHA 14V TM Accordion Shutter System iv BLADE #1 V1/ OR WAI I-IN. WINDOW BLADE 3: 14,V. BLADE #2 OLD 10-087 02/03/12 DATE: 02/05/12 2 4 DRAWINQ DESIGN -UM AD AND A CO Rf�PONDi~1C�. I+�?UNTIQ ;1` FOR CON ROE OR CONCR; IE BLOCK INSTALLATIONS (SEE MCUNRNGS E, G, dt H ON SHEETS 6 & 7) ''.:.�!: MAXI (1t) . POURED CONCRETE MOCK POURED CON 3' -0 :, OR LESS x 5' 0' 7' 0" ()WALL SILL MOUNTING @CEILING MOUNTING DESIGN NEGATIVE • LOAO(• al) 'XS 0, DESICI4' NEGATIVE LOAD . • of 30 I1IIIE® mm 0m um mm MN mm imam OR mm mmmf® imam Q® QQ 10 10 IO 10 10 10 t0 90 IC 10 10 9,5 10 10 10 1217 05 6 A 8.5 8 a 8 6 8 a FL.00I MOUNTING A S D, 5I - Et1ATIVE LAP. 0 + + 90 120 10 30 40 . e 11OD 120ma® 10 0 and mMIAI : U �14 ®M e Q©:Um 14 9 a 6 5 mQ 8HHH m 10 9 8 6 9 a a B LOOM IO 9 9 Q a M. ®100 a HB0 10 10 9 a 8 a 8 6 9 a.5 3.5 9 0 9 8 8 minim Kamm um i mumimmm maim 9 mm 0 m maim 0Q mammal mmm ©0® mm Iola mummm =mom um= =mum 0mmm mum L mumm m ©maim mm mmmum 7,1t EQa� m 3,& 0Q ©!lm� enmeam mummmum. mom TI[LliQii�E mumm P $ I®L&J J I imam maim m1® yam ®� mm aimm a Q mom= 9,5 momm0 OQr Q m1Qn OQQ mumm emm E maim mrt�Qee4 mm ©mgQQ mm0=m momma mom= mm maim Q=mlm© mamma 10 1O 9 a a S a 8 6 5,8 10 10 9 9 a d 5.5 8 205 6 6 6 4.0 10 S 0.5 5 0,8 10 8 6.6 b 8 6 6 10 a 8 b5 a 4,5 6 l0 10 9 s 7,5 S s 9 a ID 9 a 6,5 3,5 9 a 10 10 8,5 9 5 e S H5 8,5 6 a 10 10 5,15 0 a 5,5 a.5 a 6.8 10 S 0.5 10 a,6 a 10 a 8 10 38 9 7.5 5.5 9 S 10,5 5,8 4.5 7.5 7,5 4b I0 m om 0 mC�amm mlm U m 9 QQQ 000 mmummmim mmummium mummm mmummm mmummum mmmummn 5.5 9' 10' 0" 111 0" 12' 0 13' O' 14' 0" ui1 9.a 7,5 10 7.0 1 I.5 8.5 ECM M® 10. CM 10 7,5 9,5 10 8 5,5 -9 10 a 10 UMMIMIUMM MEMINIMMIEN S 9,9 8,5 9 10 9 8,S a S 9 3.8 0 a 6 8 6 9,5 3.5 6,5 6,5 8 5 a 6.5 6.5 525 a 6,5 8,5 5 11,5 1U 6 mio,� 14 5 IMMOM 14Q i'OQQ ® ® ®QQ 6.. - -5.s 4.911.9 8.5 1======0000 Q 10 IMMIIIMMICIM MEAMMICUMMIMMIM a,5 a 10,5 5.5 5.5 4,5 4,5 8 10 12,5 MEIMIIMM 9 11.5 9 10.5 12.8 8.5 10 11,5 15' 0 16, 0" S 10.5 I,5- 9 9.5 10.5 10 10,9 B.5 9 10 6 a 5.5 6 ��©ul. MMMEMEMEOMMMED COMM mamomm V m0Y 6 6.5 3.75 5 6 s.e mmmmmmmmm 11111 i ii H,5 M 5 1Q 9.5 10,ra 0.6 4,S 9 10 a 9- 5:5 . .Q.HQQ -iii 5's m0 0v0 m00 010 Lei ®d7 QQ 6 DA11O�H PRODUCT REVISED as complying with the FIotidrt Building Code Acceptance No 2- O 2 .O 2 Expir tion Date /r; By 11/ MI ' Dade P r• t t ontroI d MIAMI -DADE COUNTY ANCHORS..SPACIN¢ LEGENk TAPCON OR TAPe VANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ GAP 'CAPPER -I- f " SEE UN BLADE (i ATIONS OF USE FOR ON SHEET 28 PLANE .WQRKIN.o IN - UII5Q�I, +1l � TILC'f:; • *SPECIFICATIONS- ,ON ANCHOR RERUIREIVIENTS: POURED CONCRETE OR CONCI ETEBLOCKSUBSTRATES -- 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Mtn. f'c ' 3 ksi) 1/4 "9 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. (Min. f`o - 3 Itsi) -- 1/4'4 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, SOLT & SPECIALTY COMPANY. (Min. i'c = 3 ksi) - 1 /4 "s6 BLUE TAP CONCREIC. ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, _INC. (Min.. fi'o _- 7- keT) 1 /4 "4- TAPPER - 'ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., Ai4b bISTFitBUTEID BY ALL - POINTS SCREW, BOLT &'•SPECIALTY • COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. F'c tt. 3 kol) NOTES; A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOOY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4 ", AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1 /2 ". A.2) MINIMUM EMBEDMENT OF I /4''6 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE, NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/420-2o S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, .ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A,1) 4 A,2) ABOVE, FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER, FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 2$A, (B) TO EXISTING CCNCR*I{: BLOCK; (MTh C -90) -1/4 "s TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. -- 1/4 "S x 3/4' ALL POINTS SOLID--SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC, COMPANYPORRAN OTHER APPROVED LICENS D OR AUTHORIZED VENDOR INC„ REGISTERED WITH DISTRIBUTED THE AMERICAN SHUTTER SCREW, YSTEMS ASSOCIATION, INC. NOTES+ 5.1) MINIMUM EMSEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 i /4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY - ANCHORS IS 1 ", R.2) MINIMUM EMBEDMENT OF 1 /4'$ x 3/4' ALL POINTS SCUD --SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL DE PERMITTED, 1/4" s} -2A S.S. MACHINE SCREW USED SHALL BE 1 1 /2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO, R.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE POUND ON THE EXISTING WALL OR FLOOR, ANCHORS S BE NOTES ) ) BEHIND SAID WALL FINISHES. ANCHORAGE .SHALL 8E AS INDICATED ON WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR_INSTAt.LATiDN INTO E.I SQ WITH..M..ETAL SNAS SEE aHEE VINYL 8A. SIDING OR EIFS (G)_ ANCHORS SHAL.LA3E_INSTALLED FOLLOWING- ALL -OF- -THE RECOMMENDATIONS AND SPECIFICATIONS- OF-THF ANCHOR'S MANUFACTURER-- (D) SEE" SCHEDULE BELOW FOR EDOE bISTANGE (E.D.) VERSUS EDGE DISTANOC VERSUS SPACING SCHEDULE FOR ANCMORSL LESS THAN THE INDICATE), REDUCE ANCHOR SPACING ATEII`;4! ..a.. AN H.R. -A - - _ ._ MAXIMUM SY MULTIPLYING • E D ANCHOR SPACINGS ARE VAUO FOR EDGE DISTANCES INDICATED BELOW. FOR E, D. SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 5 ^AiIING. �9 -.► U INC • F CTE -_ HAL -- OT -BE ' . .5- HAN- MINMUM- ,PACIN< INDI - ACTUAL _ EDGE RICTANCE K,0, 3" MC +R TAPCON . TAPCON WITH ADVANCED THI:>=AQFQRM 1tCHNOL0GY. ALL POINT iOUD ,sEr BLUE TAP W/ CAP' TAPPER MIN, SPACING MIN. SPACING .4 3" MIN, SPACING = 3" MIN, SPACING .4 3 1/2" MIN. SPACING m 3" 3 3/4 4" POURED CDNGR .I E. & CONCRETE BLOCK " ,9 p MIN, ED,.3 1/2' G.>30 • coNeRFE MN..EO .2.1/2 1.0 POURED CONCRETE & CONCRETE BLQGK .d1 ra 0178 .... POURED CONCRETE & CONCRETE BLOCK ■ ... 1,i p��p CAN+ JE MN Eb.a3._I /2. 0.64 CONCRETE BLOCK MIN. ED. =.�JJ2,. 1.0 2 1 /a" �. 0.81 1,D -- "- 0.67 1,O 2" "- 0.71 ,.. -• tl, 1 14/4" - 1 ® ®0.01 a Y ors it.43 1 1/2" +1138 ,.. ,C16 J� m.... -' TILLtT TESTING & ENGINEERING COMPANY . •,,_ s-tp-VE OF ; A\ Phone N.W. 36th. St., S. 505, WTG1NIA DAROENS, FLORIDA 33180 ��()Rl�,,'. • Phone : (305)871- ,1530 . Fox : (308)571 -1531 a -malt: Hltecot9oof eorn ®- 000azi9 WALTER A. TILUT Jr, P.E. FLORIDA Uc. 44167 P.E. -NAPA 9> rririlf�t FLORIDA BUILDING CODE AC SHUTTERS & AWNINGS, INC. (ASSA # 375) 9811 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL. 33018 PHONE; (305) 799 -2068. FAX; (305) 828 -7082 h Vetboit Hurricane Zona ® 2012 (=ASTERN METAL SUPPLY, INC. BERTF1A TM Accordion Shutter System I.V. BLADE # 1 R1% OR WIO H.V WINDOW BLADE & H.Y. BLADE E2 HE`1.No DESCRIPTION - DATE DRAWN BY: L.GIA.G. 1 OLD 10 -087 02A3/12 DATE oz /DS /1a 3 DRAWING Na 12 -028 SHEET a MOP MAXIM ANCHOR* SPACI � (in.) SGHENLZ FOB A GIVEN MAX, SHUTTER .SPAN. A,S.D, (sEE MOUNTINGS 1, J, K Ec L ON SHEET 71 IN AT o ; 3 ANM (f ) ',Unit CONCRETE . • POURED O°NCRETE ONOR :LOCK ()WALK OVER MOUNTING 4 RA 14°0411 MOUNTING [WALL /r'LOOFt MOUNTING QV/ALL/WALK OVER MOUNTING .: &S D. DESIGN.NEGATVE_LOAD .(Oaf) AS D. - DESIGN NEGATIVE LOAD (psf) AS D. DESIGN NEGATIVE LOAD (psf) A.S D, - DESIGN - NEGATIVE LOAD (.sf) ono n 75 50 IMO 2O5 30 40 0E3 50 ®RNA 12 ®t2 12 12 12o MEE in 40 f%Qd© 7 60 7 Fan 120 © =QW 7 7 7 1 so 7 alma ©13 5a =QQKEERQDIQ a 5 El co El lac 23 0 5 5 5 5 3 + -O" !ti LESS: QKEQKEI� Qi® 10 8 5 =IDES=Q® a 6 6 ®9.5 (;� 14 12 10 luI is 9 a a 6 6 12 Q 12 42 105 a 5 4.5 7 7 Q 7 7 7 65 5 a 5 5 5 5 5 5 9 8 a a DI i2 lall 12 12 12 10 7.5 8 5 DI 7 7 7© ' 7 7 11.6 7 .5 QQQQ�d 7 a 8 5 5 EERIER 4, -O,: QM 10 '� 12 10 .9 8 6 8 5 MEI 12 ®lEll 8.5 6.5 8 8 6 6 Q 12 12 12 12 12 3.5 7 5.a r11011U1 © ©7 7 14 12 t 0 & a 8 a Q 12 I� 12 a 5 4.5 3,5 SE 7 Q 8,5 QDI QDI 14 10. 9 8 8 8 Q 6 8=DI ®Q� 15 ��QU®QwaQ© QQQ® p 5.5E 7 MDI U& a a 5 Qd 5© 8 5 5 5, U „;14 Hz 14 12 ®10 Q t0 9 8 10 9 �• $ a a s :12 12 12 12 10 ®5.5 4 7 f0 7 7 ©0 5 a 5 ©6 a 5 OQ - 8 8 6; 12 I® 9.5 7.5 8 4.5 3.5 0 7 ©©in© 7 0M a a 5 5 a a BEM 10 8 QQ ® ®RO J.9 A 8 MQQ 7 QQQ 7 5.5 QQ 8 5 a 0 Q�� 5 6, pa KNEE �® lain 14 12 10 9 8 a OEIQQ11.5 9 7.5 U Q 3 Q 7 7© 7 4.a 3.a Elm a 5 5 lO 10 9 6 8 a a 12 12 12 i0 a 4.6 ES 7 0 7 Q 7 7 7 7 DI 8 ©5 0 ©5 5 9 5 8 8 6 t2 ®8 6 ra 4 3 - 7 A 7 of 7 5.5 4 0 6 $ 5 8 5 LIMN 5 5 QQQ 5 q 4,8 b 0 El la 9 8 a 6 Imo, 12 ® is 6 6,5 0 `MQQQ© ®A a iII Q 8 a 8 a 71-0" 12 mum QQ 14 12 10 9 is a 6 tI 10 ' 0 a.li En 3.5 ^ EI 'E0 6.5 1111113111211:11131 5 5 6 10 95 6 5 s 12 Qaw 8.5 7 4 QEaW ©Q 7 /27125 a 5 12 5 10 9 6 8 8 5 ® to 8.5 6 4,5 3 - ' Q 7 7 00 8.5 5 3 0 6 5 5 &' 0 535 FM ='. 9 a 8 8 fl 12 ®8.a Q5.5 4 Q IQQI©DIQQ ti OQDIQ 0 AQ 5 0 a,_0,, Q =EN DI 8 6 Q®® 8.8 QEJ=©an MIME' 5.5 4,5 MOM= 8 5 LI $ 4.$ 3,5 QQ s 10 9 8 8 •6 a(2 ®10.5 7.5 6 4.5 3.5 WIUUU M© 7 QQD 8 4,5 4 3 -- Q 7 ©DIP 5.5 4 MQ $ 5 5 8 14 Elm' 9 8 8 8 QQ 101011191213 1J 8 8 a E QIJ QQQ WIUErIt 7 DIf 8 4.5 QQ - OL*Q - p 5 $ a 5 U 5 EUDEuWQ 5 Q� Q s - 5 3 WI Q - �,_O Q® Q;/ 12 10 9 s 8 10 a a 6 - - 12 ®� sa a,a 4 ©OQ 7 UMW* 7 8© Q 12 iQE:3 is 9 S 9 - - 18 5 '4 3.5 - Q- 7 7 7 8 130 3.,a QQ & a 5 & Q 4 10 9 0 8 aQ 12 18 8,5 =lE1 - QQ © ©© 6.5 8.8 = - i7 ©Lf 8 °u 4,5 R EEV`iQQ. a a 4.8 10' -O„ &O® 14 12 QQQ' ® 12 Q 12 10 e CI s QQ= '�' IO a.8 t IEEIWI Ei 7 5.5 4.5 3,5 Q - 0 a El .s .10 , Qi 10 6 8 8 al 1s I$ 19.8 U • 3.5 - - Q 7 0© 7 ©4,8 QDI8 5 .9 • 9 9 QD^ 8 8 :QQ QQ i, =7 to d 94 On 5 3-5 QIAQ =7 ©5.5 L!Q ®- Q 5 6 5 KE� ®- - - E 5. 4 KNEE - 1010 - ._..QQDI - 1 1 7 7 4R d = ©E, s- ®QI®! ©�QOE� WIWIU 'l =EMU UC Ii 1 a a Q- ®DIKE.. ff OQ ME 0 11 0` Q® Q ®QKE QQ Itl' is 9 8 Q QDIQQ. a - - ®� �7 _r.- - g- ® -. _ 8.& 11 6.5 11318 = ,5 3.$ QQ -3- - - ®® 7- DIKE= - - U 5 5 . 8 - - . Q DIKEDI � .... Q -, 5...a 5... 5 . ®A® EIIQQO ® 5 rf.5 I= Eu 12, Qn Q= 14 12 10 9 a - - . NEM 8.5 8.5 Q 3,8 AAQQKEE9E3 - MIME - $ a 443 3.5 10 9 ..a „ 8 ...- - - DI= 9,8 5.5 = 4 3 Q 7 7 7 7 6 3 b 5 5 14 ® CI 12 t0 5 ODI. 8 6 QENQQ�QEa ©5.5 Z�QQQ ©a • a 4.5 S QQQ lQ. QQ - Q Q 7 0 8 Q- 1111111:111311 s 5 S pp Q - MICE EOM - . Q ®El Q?2_ [EN 12 -10 9 KE 8- Q - ®Q��: rain 'd 8 5 8 - Qm - .s r - .- =iWQ Q=fi.5 WIDI 1s:a - is - IEEE =EMI $ 4.5 6 3.5 ®g 1© 8.5_ JI®®- MIEN 7 7. ®iQ ®-1010116 _=E=Q - Ell REM 10 9 9 Q - QDI 7 4 :8 M'OQ - 1111E112113110111 - QQQ a 8 5 4.5 4 QQ dQ 4 - 3 14' -Q" RI® 10 9 - d - '"DI=, 7.5 © ElUQQ= 6 E!©000QU 5 = 3 - MUM 10 g 14 Ham 9 - - Mji a 35 MI 3,5 - 0- 7 7 7© 7 Q- Q 5 5 5 5 5 5 - - � - QQ 7 7 a 3.5 - - anal 5 5 5 4 - =NM OQQ 5 - - QQ.L1tS'i 6.5 .4 an - anal - Q 7 a QQQ - - DIQ 5 4 IDI® 1 S' 0 "'Q 10 MICE 12 ' ® tt pi- REM 10 Q Q- - '" 9 7 4,5 3,5 3 - 0 - Q . 3.5 - QOQ - 0 a 3.5 3 - - 10 7.5 5 3 - - -. M0 7 7 3.5 0- $ 5 5 5 5 - 0- p 5 6 4.5 3 SEE 4� - O11ii 6 Q Q - - - ©D0v - - - - 00 5 6 4 Mal JQQQQ - 16' 0" QQQ - 14 Q - =MI 8,5 6.5 4 3.5 - ® - 0 ©�03diad Q 9a 435 3.5 El - - Q 7 © 7 $ 3 - - 5 8 5 © 5 4,8 EaQ 12 10 - - - QQQ' QA - 4.5 - Me a 4 .4 3,5 - -. - - O "Q,7,5 5,5 QQAODID QQQO� 11311104311:111:11110111:11C11 PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration Date 4111 „cc., ■ TAPCON OR TAPCON -WITH -ADVANCED . ' THI EADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET. 14 ,V ONLY MIAMI -DADE COUNTY._ _ *- TILLIT- TESTING & ENGINEERING COMPANY I` 381h. 5t.. Sta. 308, VIRGINIA GARDENS, FLORIDA 331158 . _ STATE 0 ; Phone : (305)871 -1530 . Fox : (305)871 -1531 O['.• ,Ctt}R,pQ.';' `� `t e -mall tllfaco©ool.com �C' +441+ WALTER A.OTILLITI Jr. P.E. FLORIDA D AC SHUTTERS 8 AWNINGS, INC. (AssA # 375) 9811 N.W. 805h AVE. SUITE 7 V & W HIALEAH GARDENS, EL. 33016 PHONE: (305) 7139 -2058. FAX: (305) 828 -7082 V &Iocit © 2012 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System 'I.V. BLADE .1 W/ OR Y1/0 H.V WINDOW BLADE .& H.V. BLADE #2 R£Y.N. DS5CRIp110H DATE PRAWN BY: LGIA.G. 1 OLD 10 -087 0203/12 DATE: 02/03/12, 2 DRAWING Na 1 2--028 4 5 4Siti MAXIMUM ANCHOR+ SPACING (intj .SCHEDULE .FOR A GIVEN MAX. $HITTER SPAN, NEGATIVE.A.S.D, DEIGN LOAD AND A LORRESPO�(D]l�G MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) MAXIMUM SPAN (ft) 3' -0" OR LESS 4' -0 5' -0" 6'_0' 7' —O" 8' —(3" 9, -O" 1 o,--0 11, -0". 12' -0" 13'_0" 14' --0" 16 SOUTHERN PINE No, 2 W/ MIN. G =0,55, DOUGLAS FIR W/ MIN. G =0.50 WALL MOUNTINGS M,N,0 &R EGATIVE A.S.D. DESIGN LOAD (psf 30 40 60 75 010 10 9 10 10 9 10 10 9 10 10 9 10 10 9 10 10 7.5 90 8 8 a a 6,5 4,5 105 U 8 CEILING MOUNT T FLOOR MOUNTINGS W&X EGATIVE A.S.D. DESIGN LOAD (psf 30 5 6 6 6 40 6 6 6 8 6 80 Ell U 6 90 6 <.5 4.5 100 SPRUCE PINE FIR NORTH W/ MIN, G =0.43 WALL MOUNTINGS M, N, 0 & R EGATIVE A.S,11. DESIGN LOAD (psf 30 MIN eF � 40 10 10 10 60 90 WI- 10 10 10 10 10 10 9 El 9 10 10 5.5 8 8 105 8 8 CEILING MOUNT T FLOOR MOUNTINGS W & X EGATIVE A,S,D. DESIGN LOAD (psf 40 ao 80 so 105 SPRUCE PINE FIR SOUTH W/ MIN, G =0.36 WALL MOUNTINGS CEILING MOUNT T M, N, & FLOOR MOUNTINGS w&X 1/2" MIN. CDX PLYWOOD WALL MOUNTINGS PLO NEGATIVE A.S,D. DESIGN LOAD (pat > EGATIVE A.S.D, DESIGN LOAD (psf NEGATIVE A.S.D. DESIGN LOAD (psf 30 DU KIES WI MEEIBIESEI EIREIEEISCIEEIEI mitra 6 6 6 6 6 6 5 6 5.5 e 8 40 10 1.0 60 10 10 10 9 9 9 90 8 8 10 10 10 10 10 1A 9 6 105 8 30 a 40 a 60 8 4.5 4,5 90 4 105 El MEM B IIIIIMIENNE11131111111 6 30 6 6 6 5 5 10 10 5 , ®0 6 © ©©[1 10 8.5 A " [UQF�1d ©C'1®10 p�[QO ®Q!'r7QQ 8 ® 10 7.5 4 OQ ©0 ®U ®17 ®10 ® 00KE1©Q [1_[® 10 ©011111103311111111OQEN©000111 ®10 5.5 - O [1QE9©000 ®10 f OQEN©QQI1111111E11 q IS 121111101011E131111111111111111 6 ©00IIIQ 10 4.5 - ©0�U©O� [1m 10 11911111111111E1131/111111111111111310 000 ©©FJ01�00, 6 E1017CiC� 0[1U M11111 iii ®10 Q17�i1183�CI%i ©[1 FJ[1ii�ii ©11fi©Q17�� 6 0® ©111 Ow - -- 1111111:1111111111111111111812111111111111111113113111111111111110112EIMICIEENIEE1F111111111111111 ` 6 ©OQIIIO m - , - - 00E0 11101. 7® 170 w11u[C111 [1 [1JE ® [1 ®L7 ®1111®1111®®IMI� ® ®®/� �1 �E ® ! 1 1! �iC/17�0[ 111111. *Q Q0171a #OR7i o0 J1 11111.• 1Q 60 90 105 NOTES ON ANOH(7R5 `REQUIREMENTS WO00 SU8$Ti;ATE� 1. 'ANCHORS-TO "WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: = 1/4 "d TAPCON 9R TAPCON.WITH ADVANCED THREAVFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUIL0EX W/ MINIMUM THREADED FENECEIATION AS INDICATED AT EACH SECTION. at SHEETS 1 -6 & 19. EXCEPTIONI SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 19 AND SHALL CONSIST OF LAO SCREWS AS PER N.D,S. 2005 SPECIFICATIONS, 3, SUBSTRATE SHALL CONSIST OF THE FOLLOWING; - SOUTHERN PINE N. 2 W/ 0-3,55 (N.D.S) - DOUGLAS FIR W/ G =O.5D (N.b.S,) - SPRUCE PINE FIR NORTH W/ 0,4.44 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ G -0.36 (N.D,S,) -MIN. 1/2" CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTAL I FD FOLLQWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. Hy BL,D€ OR I HV :BLADE I� HV W(NDOW. BLADE WORKING 114 _UNISON♦ 4, SEE LIMITATIONS OF - USE OF BLADE to ON SHEET 28 PRODUCT REVISED as complying with the Plorida Building Code Acceptance No 2.-o t Expiration Date oZ Ey,_ I // , -,., I D .Errol ci con MIAMI -DADE COUNTY 0 \ ENS . �'. e -�' STA7E OF ` S c. I1 f4Afd ffi rE '�'' + ✓+t /JlJfJ hLIEC 0 fT44., TILLIT TESTING & ENGINEERING COMPANY 6358 N.W, 36th, St., Ma, 308, V1RGS8A GARDENS, FLORIDA 33180 Phone : (305)871 -1539 . Fax ; (34$)871 -1531 e-moU: ttltacoUaol,com ES -(405719 WALTER A. TILUT Jr. P.E. FLORIDA Lic. # 44167 FLORIDA BUILDING CODE i.h Velaci Hurricane Zone 6 2012 EASTERN METAL SUPPLY, INC. AC SHUTTERS & AWNINGS, INC. (AsSA # 375) 9811 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL. 33016 - PHONE: (305) 799 -2068. FAX: (305) 828 -7082 BERTHA 1IVTM Accordion Shutter System .v, BLADE 1 W/ OR W/O N,V WINDOW BlADE & H Y. BLADE #2. HEV,No 2 3 4 6 DESCRIPTIQN OLD 10 -087 DI: b�l/bAT3E 2 DRAWN BY: LG. /AG. DA7i:'. 02/03/.12 DRAWING _No 12 -028 SHEET 16 OF ZES MAXIMUM ANQHQR+ SPACING (in) SCHEDULE FOR GIVEN MAX: SHUTTER SPAN, .NE ATIYE A.S.D. DESIGN. LOAD AND A CORRESPONDING MOUNTING (SEE MOUNTINGS ON SHEET -19) 3' -0° MAXIMUM SPAN (ft) OR LESS SOUTHERN 2 PINE 0=0.5, F }R =0,50 SPRUCE FIR W/ PINE NORTH MIN. 0 SOUTH MIN. W M1N. DOUGLAS MIN, G No, W/ =0.43 ,SPRUCE FIR W/ PINE 0 =0.36 5,0, WALL MOUNTINGS SStV 8,0. WALL MOUNTINGS S &V 5.0. WALL MOUNTINGS S &V NEGATIVE A,S,D. DESIGN LOAD Oaf ? EGA3IVE A.S.D, DESIGN LOAD (par NEGATIVE A.S,D. RESIGN LOAD WEI 11LIiQ 12 (p# 40 60 Ell 90 �01� 105 12 30 -+ `.®i 50 12. 90 105 11:111111111111111 30 40 60 12 75 12 4' -O" 12 Ei 12 offliErn 12 12 12 ®B3E1 12 12 .12. ► 19,5 18 6' -0" 12 12 12 12 12 12 12 12 1-2 116112 2 7'. --O" ingilipouj 12 12 12 12 12 12 12 10 12 12 ILEI 10 8 7 fl Ell 6 IV --D 12 12 12 Eigin 12 12 12 12 12 Es 9 12 lajm 8.5 o' -o" 12 MI 12 ONO ' 12 12 12 11 9 6 12 12 9.5 7,5 6,5 10' -0" MI 12 nom 9.5 12 12 12 10 a um 12 8.5 Q 6 ._6._Bu ��� 4,5 6 ®© 4 ga pi El 1V -0" 12 12 E l l e 1 10 8.5 MI 12 1 1 5 S 7.5 6.5 12 12 8 12 -0,, . _.- Mil 12 ..12. -no 9,5 8 ' 12 10.5..8 ®'+ ®g 8:5 131=0° - _ 12___1.2_ 'I2-. i0:58,5 'X,5_ 12 12_.9.5- 14' --0" 12 1 2 12' 9.5 8 6- 12 12 9 6 11151 6 15' -0" MI 12 11 9 7,5 5 .8 5,5 p 8.5 6 18' -0 " 12 RIME 8.5 6,5 ImniEffil 3 6 4.5 Egg" 8 5.5 4 3 IH. V BLADE. ONLY PRODUCT REVISED as complying with the Florida Building Code Acceptance No It — O2./S 0 Z Bxpir. tion Date /51 By if Lw! Yo d tet Control MIAMI —DADE COUNTY of -5 ' -. FLOR\ *-<(.. to + NOTES ON ANCHORS REQUIREMENTS WOOD SUBSTRATE 1. ANCHORS TO WALL, FLOOR OR SCUD WOOD SOFFIT SHALL BE AS FOLLOWS: — l/4 "9 TAPOON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED Al- EACH SECTION ON SHEETS 15 & 19. EXCEPTION: SEE NOTE 2 BELOW 2. ANCHORS TO HOLLOW CEILING SHALL SE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: — SOUTHERN PINE NQ. 2 W/ G =0,55 (N.0.5) — DOUGLAS FIR W/ ,210.50 — SPRUCE PINE FIR NWRTH W/ 0=0,43 (N.A,S.) — SPRUCE PINE FIR SOUTH W/ G -O.3"8 (N.D.S.) —MIN. 1/24' COX PLYWOOD (1986 APA) 4, ANCHORS SHALL SE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE MCHOR'S ,M NUFg a}R R:.. I J.LI E c 0 me. TILLIT TESTING & ENGINEERING COMPANY 8355- N.W. 36th. St., Ste. SOS, VIRGINIA GAacer5, FLORIDA 33186 Phone : (305)871 -1530 . Fax (305)871 -1531 e —mail: tiltecaeaal.com EB- 000I719 WALTER A. TILUT Jr. P.E. FLORIDA 11c. # 44167 FLORIDA BUILDING CODE AC SHUTTERS AWNINGS, INC. (ASSA •# 375) 9511 N.W, 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL. 33016 PHONE: (305) 799 -2468. FAX: (305) 828 -7082 Hi .h Velocity Hurricane Zone) m 2012 EASICHN METAL SUPPLY, INC. BERTHA HAir T Accordion Shutter System -1.V. BLADE , #i / OR WIG H.V. WINDOW BLADE & H.V. BLADE #2 REV.No DESCRIPTION DATE DRAWN Si': LO.jA,O, t OLD 1O-Q87 02/03/12 DATE: 02 /03 /12 2 • 3 4 DRAWING No 12 --028 5 SHEET 17 OF 28 INSTALLATION - -- DETAILS ON ` EXISTING WOOD BUILDINGS FOR 4 ‘1/4 "0 TAPCON ON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OP THREADED AREA TO EXISTING WOOD HEADER. . (sEE SCHEDULE ON SHEET 15) EXISTING GLASS „,-- -WALL FINISH EXISTING MIN, 2 "x4" WOOD HEADER REQUIRED MN, SE'PA A11ON TO CLASS (SEE s{HEDULE ON S EET 12 FOR SLADEt;I AND' ON SHEEL 28 WOES 1 & EXISTING t OLASS i 2 0x4” CONT. . W000 PLATE. RED .O. Oliumuzmatrusaawm. MIN, SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 'T2) SP -HV - & -- 0 BLADEIS AS APPLICABLE ONLY SHALL 13E LIMITED To 1.0.5,.0_ p$f, A.S.p. DESIGN LOAD, SEE SHEET 28 FOR... MAX SPAN- & . DESIGN LOAD .FOR INSTALLATION WITH _BLADE 1 (lb WQRKJNG IN UNISON -1/4 "0 TAPCON OR TAPCON WfTH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) R CO flrt, I /4 "0- 20x3/4" 5.5. MACHINE SCREWS EQ EQ W/ 1/4 °•-20 NUTS W 12" O.C. ARL NAM I t„--OPTIONAL WALL FINISH EXISTING MIN. —2 "x4" WOOD HEADER REQUIRED MIN, SEPARATION TO GLASS EXISTING (SEE SCHEDULE GLASS -1 ON SHEET 12)- tt 11 11 11 EXISTING II GLASS --.-11 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON (EET 12 FOR SL4iT (f )AND ON SHEET 28 BLADE-S®4 G) WALL—. FINISH ra 1 _4116 I Ri :t.Y 2 "x4" CONT. SIL L ll PLATE REQ'D. MN. SEPARATION I F TO GLASS I I I (SEE SCHEDULE it ON SHEET 12) 1/4 "0-1 20x3/4 S.S. I j MACHINE SCREWS W/ 1/4P..2o NUTS a I.1 12 0.0. IS EXISTING GLASS --II it a R 1/4 "d TAPGQN OR TAPCON WITH ADVANCED THREALIPORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA ID MIDWIDTH OF WOAD PLATE. (SEE SCHEDULE ON SHEET 16) ®,ay WAL LL., jEgALLoght MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) OR 1 /440,1fIx.3/A." 5,S MACHINE SCREWS USING i/4 " -20 NUTS 12" D.C. 1 /4 "a TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 11/2" Min, PENETRATION OF THREADED AREA INTO PLYWOOD, (SEE SCHEDULE ON SHEET 16) 2"14" GONT. --/ WOOD .PLATE REO'D. �1/4 "9/ TAPCON QR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY THREADED ADED Min. AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 10) WALL FINISH t /2" MIN. CDX PLYWOOD REQ'D, EXISTING MIN. 2 "x4 ". STUDS ® 16' O.C. MAX. REQ'D. PLYWOOD TO 9E ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.5,0. J ..___W_ !L.L.,. ILL 1NSTALI T QQt • EXISTING MIN. 2 "x4" STUDS 16" D.C. MAX. REL13D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.5,C. 1/2" MN, CDX. PLYWOOD REO'D, 1 SEE SHEET 4 FOR TYPICAL - SHUTTER ASSEMBLY. 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. + SEE LIMITATIONS OF USE OF BLADE bt ON SHEET 28 WALL FINISH 0 Min, 1/4 "s TAPOON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY W/ : 1 -- t. /2 '-_ MIn, -PENETRATION OF THREADED AREA 9 MIDWIDTH+ OP WOOD PLATE. (SEE SCHEDULE ON SHEET 16) 0 HV . AL SILL INST e'rtOt PRODUCT REVISED as complying witI>, the Florida Building Code Acceptance No -4,5/.15% 0Z Expi tion Date //far By., . Dade tr.. net Control 5- 711I.Pr TESTING & ENGINEERING COMPANY slp1/4tE OF $63.1b N.W. Jeth. St., Ste. 30, YSONIA GARDENS, FLORIDA 33165 Phone : (305)871 -1530. Fox : (303)R71 -1531 e -maul iHteco ©ool.cofi ER- 0006719 WALT tH A, TGLLIT Jr. F.E. FLORIDA (Jo. ij 44157 MIAMI -DADE COUNTY FLORIDA BUILDING CODE Hi .h .Velocit 'Hurricane Zone 2012 EASTERN METAL SUPPLY, INC. BERTHA ' TM Aeeordion Shutter System. i.V.. BLADE #1 W/ OR W/0 }i,V, WINDOW BLADE & H.V. BLADE #2 REY.No 4E5CRIPTION DATE DRAWN BY: L.I. /A.O. 1 OLD 10—Q7 02/03/12 DATE: o2/03/12 AC SHUTTERS & AWNINGS, INC. (ASSA r 375) 9811 N.W. 80(h AVE. SUITE 7 V & W HIALEAH GARDENS, FL. 33016 PHONE: (305) 759 -2065. FAX: (305) 828 -7082 2 4 DRAWING No .12-028 SHLEI 14 OF 28 „ i w t4 0 AgrA i�. 0 11. {E {i \lII\ 11� 0 al it ak tiK:�t -1/4 "0 TAPCON OR TAPCON WfTH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) R CO flrt, I /4 "0- 20x3/4" 5.5. MACHINE SCREWS EQ EQ W/ 1/4 °•-20 NUTS W 12" O.C. ARL NAM I t„--OPTIONAL WALL FINISH EXISTING MIN. —2 "x4" WOOD HEADER REQUIRED MIN, SEPARATION TO GLASS EXISTING (SEE SCHEDULE GLASS -1 ON SHEET 12)- tt 11 11 11 EXISTING II GLASS --.-11 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON (EET 12 FOR SL4iT (f )AND ON SHEET 28 BLADE-S®4 G) WALL—. FINISH ra 1 _4116 I Ri :t.Y 2 "x4" CONT. SIL L ll PLATE REQ'D. MN. SEPARATION I F TO GLASS I I I (SEE SCHEDULE it ON SHEET 12) 1/4 "0-1 20x3/4 S.S. I j MACHINE SCREWS W/ 1/4P..2o NUTS a I.1 12 0.0. IS EXISTING GLASS --II it a R 1/4 "d TAPGQN OR TAPCON WITH ADVANCED THREALIPORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA ID MIDWIDTH OF WOAD PLATE. (SEE SCHEDULE ON SHEET 16) ®,ay WAL LL., jEgALLoght MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) OR 1 /440,1fIx.3/A." 5,S MACHINE SCREWS USING i/4 " -20 NUTS 12" D.C. 1 /4 "a TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 11/2" Min, PENETRATION OF THREADED AREA INTO PLYWOOD, (SEE SCHEDULE ON SHEET 16) 2"14" GONT. --/ WOOD .PLATE REO'D. �1/4 "9/ TAPCON QR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY THREADED ADED Min. AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 10) WALL FINISH t /2" MIN. CDX PLYWOOD REQ'D, EXISTING MIN. 2 "x4 ". STUDS ® 16' O.C. MAX. REQ'D. PLYWOOD TO 9E ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.5,0. J ..___W_ !L.L.,. ILL 1NSTALI T QQt • EXISTING MIN. 2 "x4" STUDS 16" D.C. MAX. REL13D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.5,C. 1/2" MN, CDX. PLYWOOD REO'D, 1 SEE SHEET 4 FOR TYPICAL - SHUTTER ASSEMBLY. 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. + SEE LIMITATIONS OF USE OF BLADE bt ON SHEET 28 WALL FINISH 0 Min, 1/4 "s TAPOON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY W/ : 1 -- t. /2 '-_ MIn, -PENETRATION OF THREADED AREA 9 MIDWIDTH+ OP WOOD PLATE. (SEE SCHEDULE ON SHEET 16) 0 HV . AL SILL INST e'rtOt PRODUCT REVISED as complying witI>, the Florida Building Code Acceptance No -4,5/.15% 0Z Expi tion Date //far By., . Dade tr.. net Control 5- 711I.Pr TESTING & ENGINEERING COMPANY slp1/4tE OF $63.1b N.W. Jeth. St., Ste. 30, YSONIA GARDENS, FLORIDA 33165 Phone : (305)871 -1530. Fox : (303)R71 -1531 e -maul iHteco ©ool.cofi ER- 0006719 WALT tH A, TGLLIT Jr. F.E. FLORIDA (Jo. ij 44157 MIAMI -DADE COUNTY FLORIDA BUILDING CODE Hi .h .Velocit 'Hurricane Zone 2012 EASTERN METAL SUPPLY, INC. BERTHA ' TM Aeeordion Shutter System. i.V.. BLADE #1 W/ OR W/0 }i,V, WINDOW BLADE & H.V. BLADE #2 REY.No 4E5CRIPTION DATE DRAWN BY: L.I. /A.O. 1 OLD 10—Q7 02/03/12 DATE: o2/03/12 AC SHUTTERS & AWNINGS, INC. (ASSA r 375) 9811 N.W. 80(h AVE. SUITE 7 V & W HIALEAH GARDENS, FL. 33016 PHONE: (305) 759 -2065. FAX: (305) 828 -7082 2 4 DRAWING No .12-028 SHLEI 14 OF 28 • NSTALLATION DETAILS ON -EXISTING WOOD - BUILD! GS -FOR 1-1 +IV+ BLADES - -AS -AP-P-LICABLE 1,.....41 Nam 0 or,Proir Gar 00 . Ism, I •11111L. 1 p i2,1\A......T. REQ:D, - III SILL PLATE VW I. EXISTING—••4 GLASS 0 R EXISTING CLASS-II . I WALL FINISH .MAX-__SHUTTER SPAN L+ OR 1„— ..F9R INSTALLATIONS DUO WQQP. WITH HV BLADE (1) ONLY SHALL E3E LIMITED ]'Q 105.0 psf. A,S.D. DESION EE SHEET 28 FOR MAX. 0 t _ Tk A a 1/4."� 'TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ .1 /2" Min, PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. tv (SEE SCHEDULE ON SHEET 17) EQ 1" Min, ED 1/4"6-2053/4" PHILLIPS 'MUSS HEAD ACHINE SCREWS W/ 1 /4"-20 NUTS 0 12" D.C. 41-"x8" (MI/44 EXISTING WOOD BEAM REQUIRED, STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 2" MIN, 1/4"o TAPCON OFI TAPCON WITH ADVANCED THREADFORM TECHNOLOGY .250" W/ I 1/2" Mtn, PENETRATION Max. OF THREADED AREA TO EXISTING WOOD BEAM (SEE SCHEDULE ON SHEET 16) OPTIONAL -. EXISTING MIN 2x4 " HEADER Ran) MIN. SEPARATION TO GLASS . (SEE SCHEDULE ON SHEET 12) #I4x3/4" S,M,S, W 6" D.C. I fjor53orO 0 Qt. 0 OPEN HOLE AT EACH STUD TO ACCEPT 6/100 LAG SCREW AT CENTER OF TUBE, MN, fiEFIMTKIN To cuss (sEe EXISTING -I =EWE ON GLASS—I R 0+ mmesaysig EXISTING GLASS-1.1 - 11 LIANN. NOTES: . • I-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. • • • MIN. SEPARATION To GLASS (SEE* SCHEDULE ON S}fr.k.1 12) • WALL FINISH 1 .......,..„ Nam , .t.. IIW ,.. c.:4 ...,.,,;.. r• •••• :,•„:,.!,: m-7-• 1 p i2,1\A......T. REQ:D, - III SILL PLATE —ED 1/4� TAPCON OR TAPCON WITH ADVANCED Min. THREADFORM 'TECHNOLOGY W/ 1 1/24 Miti. PENETRATION OF THREADED AREA 0 MIDWIDTH OF WOOD PLATE, (SEE SCHEDULE ON SHEET 17) 0 HV WALL SILL INSTALLATION. 114"0-20x3r S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4".720 NUTS 0 12' 0.0, PRODUCTREvT.H•D as complying with the Florida Building Code Acceptance No L.-al/5:04 Expir lion Date By /.1 DeCT•siidri MN, 88PARAT1CN 10 GLASS (SEE SCHEW_E ON si-IEEr 12 FOR WOE +9,0 ON %CET 28 131.4828034 63) Oassaittunamno. 0 mu 2"xtr MIN ; -WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE HV CPLINO #104/4" HEX WASHER HEAD TEX -SCREWS gt. 12" .a.c 1/0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECH °LOGY W/ Mtn, PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE DM SHEET 15) ® ,HY RPOR INIVALilirATION _ - 4tils,<<,;<• .......... t Contro MIAMI-DAD COUNTY _ si•AA-sk; s-mitof •• ....... ." qtS1KAM-44ATE TILLIT TESTING & ENGINEERING COMPANY ens N.W. .15th. st„, St,, 305, 1RG1184 GARDENS, FLORIDA 33188 Phnom, ; (.105)871-1530 . Fax ; (03)871-1531 Illteecflool.com ES-0006719 WALTER A. TILUT P.E. FLORIDA Us. # 44167 EDGE OF DECK IF APPLICABLE ri k INSTAIJATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ,--ON SHEET 12) --I EXISTING 1 Acrairk- GLASS---1 1-jr @OR 04' EDGE (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER 0 24" 0.0. REQUIRED EXISTING SOFFIT 3/4" Max. 11-IN. "iI4N1/1r CONT. ALUM. TUBE (Be53-T ALLOY) WI (3) W18"91 LAG SCREWS TO EACH RAFTER ON TRUSS, LOCATE LAG SCREWS AT MIOWIDTH OF EXISTING W000 MEMBER, (2' Mtn, NOMINAI. WIDTH) W/ 2" MIn. PENETRATION OF THREADED AREA, VALID FOR INSTALLATIONS WITH 72 Tie MAX. A.S.D. DESIGN LOAD AND Q'—t" MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN, SPECIFIC .GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. 0 SEE LIMOTIONS OF USE OF e BLADE ON SHEET 28 2" MIN. -.-2"x6" MIN.WOOD - DECK REQUIRED (NO FINISH ALLOWED) MOE OF DECK IF APPUCAME 1/4"sa F.H. TAPCON OR TAPDON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Mtn. PENETRATION OF-THREADED AREA 119 MIDWIITTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET Is) ® HV WALK—OVER INSTALLATION. FLORIDA BUILDING CODE (High Veloqlty Hurricane Zone 0 2012 EASTERN METAL SUPPLY, INC. BERTHA HV Accordion Shutter System .V. BLADE #1 W/ OR WIG H.V. WINDOW BLADE & N.V. BLADE #2 DESCRIPTION DATE DRAWN BY: L.G./A.G. OLD 10437 OAlt: 02/03/12 AC SHUTTERS .& • AWNINGS, INC. (ASSA # 375) 9811 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL. 33018- PHONE: (305) 799-2068. FAX: (305) 828-7082 2 3 020412 DRAWING No 12-028 SHEET 19 OF 28 14. REQUIRED ONLY`FOR SPANS GREATER IRAN 12' -•0" I 2 "x4" MIN. W000 STUDS. (AS APPLICABLE) EWN —WALL EXISTING CLASS MN. SEPARATION TO GLASS (SEE SCNEDULE ON SHEET 12 FOR ELME © AND ON SI -WFET 28 FOR BLADES Q & 1121111011111■ 1111011, y +tFe / / //. AA 1 I' ED � a ,. ,ZERT7'.=-7., END �-I N ST -1/4"95 TAPCON OR TAPCON �YlIrH ADVANCED THREADFORM TECHNOLOGY 11W BUILDEX ANCHORS -0 5" 0.0. WJ 1• -1/2 "-MIN.- THREADED PENETRATION INTO STUDS OR W/ MIN, 1/2" THREADED PENETRATION TO I/2" ODX PLYW000 IF NO 5 05 EXIST. 2 MIN. 1/2" MIN. COX PLYWOOD. i�}18 i0.C. S.M.S. EXISTTNG GLA55 ®'d.0.® +® +0W AND..- . ,CQNNI cTIoN., pETA1L O _T0_GLASS_(SEE. HEDULE.ON SHEET 12 Fi7I(. SLACEOA). ON SHEET 2» FOR BLADES D& 1/4"» TAPCON OR TAPOON % WITH ADVANCED THREADFORM i - TEONNOL.00jY 11W BUILDER 2 "x4" MIN. WOOD ANCHORS READED PENETRATION . .. STUDS HEM 0. INTO »TUR$ 12" 0.0. 1 /16 "x3" M (008,2 -TO) OONT. ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE OF()) LLATI O N S P AT PATIMPAIIIIVAIME 11 I a ,. ,ZERT7'.=-7., 81011/2" S.M.S. @P15 D,C, 1/2" MI WAIL FINISH V Sc HV+ BLADES INTO 2" 2 "x4" MIN, WOOD • STUDS REQ'D. EXISTING CLASS IAN. S�ARATIVN t„ TO i;LASS (SEE SOHMULE ON 1/2 " DX YY E (D D OH SHEET 28 Fa PLYWgOD. BIA>1ES ©& t) `SEE DETAIL X FOR SIDE CONNECTION TO TRACKS ®'®} Oa. ®.®.fin. EN 3. _ .CNN PTit�N [�I TAIiB, 0 WALL FINISH D•QL'a ©FO «fl + ®w END. - CPN.NECTION .. ETAtL ® EX15L1N0 W/14°0 TH ADVANCERRTHREAOPO TECHNOLOGY fTW BUILDER ANCHORS W/ i 1/2" MIN. THREADED ..PENETRATION ....__ INTO STUDS to 12" 4.C. 10x1 /2" iC0.0, 2 "x4" MIN, WOOD STUDS REO'D. WALL FINISH /—CLASS __._ 1/2° MIN: 1/2" MIN. CDX PLYWaQ0; Pri Illak WALL FINISH " MIN, WO D STUDS. - 2 "x4' MIN. WOOD STUDS WEQ'I?. [EXISTING CLASS ARAVON TO GLASS (SEE ON SHEET 28 FOR 6lPf)ES © 8 SEE DETAIL X FO SIDE CONNECTION TO TRACKS ®.© + ©. ®+ ®a ®p. ®. ta°. 43. 4r✓ a' ®+ YJ ;Eryn. ,CO.4NEcTION...D 11 O LAIN: SAFATLCN' to GLPSS (SEE SCHEDULE ON SHEET 12 MR Q D & BCD a IP�.,(3)® +o®O ,,��..0-� b* � ®`o END PQNNICTION . DETAIL fit `t Z * :. * 1 TILLIT TESTING & ENGINEERING COMPANY °•(Q '•, STATE OF C(r 0,6355 NA,. 36th. 5t., Sta. 305. VIRGINIA GARDENS, FLORIDA 33165 /� ts, . \�C/ �'. Phone ; (305)871 -1530 . Fax : (305)871 -1531 _' !. ., �Q R \0. \`_ '�- — -- - e -ma7: ti)tecoecol.com 1(....6-0' `r •�� - -- E8- 0006710 ' - `'-' 13/ ] .. 1tt WALTER A. i1LLIT Ir. P.E. P.E: JLCiNA1U((�Wlk FLORIDA Lie. # 44187 ,rrriiEit PRODUCT REVISED as complying with the Florida Building Code Acceptance No) 2.7- o 745: b 2 E.apirtionDate /IT i Byr Mann Dade P9 act Control MIAMI -DADE COUNTY /5- Q Leal I/2" MN. COX P YWO00. 1/2 4 USE t' OR e LUX, %LUAIA"tUI4 aImLEIMCL 4 " :0'. 6000 -'Ett iiLli1Y) AT I) fled /2' 515, 111. APOON (2) l /ei, ttURNIG o THREAOFSRtt TECHNigneY inS RUltbsx /N Ilsxs ra WNt AT I' 64. toe-Are AT Mitt RIPE 4F®) MIAVAIIIIIIPAPSEM lA -I / ! 2 \ ` / R� Q\ / t111 \ ES,Mli LIUU.r fr. CR : BET; DETAIL, X FOR SIDE CONNECTION TO TRAOXS OICOR () OR OROOR L" ORC PLAN PEAILX VIEW 1(. 2 "x4" MIN. • WOOD STUDS. (AS APPLICABLE) ALL FINISH EXISTING GLASS{ } 19N. SOPAJA1IQN TO GLASS (SEE S(IEDULE ON SHEET 12 FOR gLAUE m AND AN SHEET 25 FOR 0.0.0.0? ® IsNti co. CTJON ..fl J JL ,r> SEE L I AToNS Off" USE OF _.._ BLADE_ 1 A QN_SHEET- _28 OR®OR O OR OROOROORO FLORIDA BUILDING CODE ft.h Velocit Hurricane Zon © 2012 EASTERN METAL SUPPLY, INC. AC SHUTTERS & AWNINGS, INC. (ASSA # 37) 9811 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL._ 33016 __ PHONE: (305) 709 -2068. FAX: (305) 828 -7052 BERTHA Hi/ TM Accordion Shutter System ;LV. BLADE g1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE 12 REV,No DESCRIPTION DATE DRAWN BY: L.G. /A.C. 1 OLD 1G- -087 02 /03/12. DATE: 02/03/12 z 4 DRAWING No 12, 02 a SHEET en n1c a, la 'NIP ,. ,ZERT7'.=-7., 2 "x4" MIN, WOOD STUDS REO'D. WALL FINISH /—CLASS __._ 1/2° MIN: 1/2" MIN. CDX PLYWaQ0; Pri Illak WALL FINISH " MIN, WO D STUDS. - 2 "x4' MIN. WOOD STUDS WEQ'I?. [EXISTING CLASS ARAVON TO GLASS (SEE ON SHEET 28 FOR 6lPf)ES © 8 SEE DETAIL X FO SIDE CONNECTION TO TRACKS ®.© + ©. ®+ ®a ®p. ®. ta°. 43. 4r✓ a' ®+ YJ ;Eryn. ,CO.4NEcTION...D 11 O LAIN: SAFATLCN' to GLPSS (SEE SCHEDULE ON SHEET 12 MR Q D & BCD a IP�.,(3)® +o®O ,,��..0-� b* � ®`o END PQNNICTION . DETAIL fit `t Z * :. * 1 TILLIT TESTING & ENGINEERING COMPANY °•(Q '•, STATE OF C(r 0,6355 NA,. 36th. 5t., Sta. 305. VIRGINIA GARDENS, FLORIDA 33165 /� ts, . \�C/ �'. Phone ; (305)871 -1530 . Fax : (305)871 -1531 _' !. ., �Q R \0. \`_ '�- — -- - e -ma7: ti)tecoecol.com 1(....6-0' `r •�� - -- E8- 0006710 ' - `'-' 13/ ] .. 1tt WALTER A. i1LLIT Ir. P.E. P.E: JLCiNA1U((�Wlk FLORIDA Lie. # 44187 ,rrriiEit PRODUCT REVISED as complying with the Florida Building Code Acceptance No) 2.7- o 745: b 2 E.apirtionDate /IT i Byr Mann Dade P9 act Control MIAMI -DADE COUNTY /5- Q Leal I/2" MN. COX P YWO00. 1/2 4 USE t' OR e LUX, %LUAIA"tUI4 aImLEIMCL 4 " :0'. 6000 -'Ett iiLli1Y) AT I) fled /2' 515, 111. APOON (2) l /ei, ttURNIG o THREAOFSRtt TECHNigneY inS RUltbsx /N Ilsxs ra WNt AT I' 64. toe-Are AT Mitt RIPE 4F®) MIAVAIIIIIIPAPSEM lA -I / ! 2 \ ` / R� Q\ / t111 \ ES,Mli LIUU.r fr. CR : BET; DETAIL, X FOR SIDE CONNECTION TO TRAOXS OICOR () OR OROOR L" ORC PLAN PEAILX VIEW 1(. 2 "x4" MIN. • WOOD STUDS. (AS APPLICABLE) ALL FINISH EXISTING GLASS{ } 19N. SOPAJA1IQN TO GLASS (SEE S(IEDULE ON SHEET 12 FOR gLAUE m AND AN SHEET 25 FOR 0.0.0.0? ® IsNti co. CTJON ..fl J JL ,r> SEE L I AToNS Off" USE OF _.._ BLADE_ 1 A QN_SHEET- _28 OR®OR O OR OROOROORO FLORIDA BUILDING CODE ft.h Velocit Hurricane Zon © 2012 EASTERN METAL SUPPLY, INC. AC SHUTTERS & AWNINGS, INC. (ASSA # 37) 9811 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL._ 33016 __ PHONE: (305) 709 -2068. FAX: (305) 828 -7052 BERTHA Hi/ TM Accordion Shutter System ;LV. BLADE g1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE 12 REV,No DESCRIPTION DATE DRAWN BY: L.G. /A.C. 1 OLD 1G- -087 02 /03/12. DATE: 02/03/12 z 4 DRAWING No 12, 02 a SHEET en n1c a, la WALL FINISH " MIN, WO D STUDS. - 2 "x4' MIN. WOOD STUDS WEQ'I?. [EXISTING CLASS ARAVON TO GLASS (SEE ON SHEET 28 FOR 6lPf)ES © 8 SEE DETAIL X FO SIDE CONNECTION TO TRACKS ®.© + ©. ®+ ®a ®p. ®. ta°. 43. 4r✓ a' ®+ YJ ;Eryn. ,CO.4NEcTION...D 11 O LAIN: SAFATLCN' to GLPSS (SEE SCHEDULE ON SHEET 12 MR Q D & BCD a IP�.,(3)® +o®O ,,��..0-� b* � ®`o END PQNNICTION . DETAIL fit `t Z * :. * 1 TILLIT TESTING & ENGINEERING COMPANY °•(Q '•, STATE OF C(r 0,6355 NA,. 36th. 5t., Sta. 305. VIRGINIA GARDENS, FLORIDA 33165 /� ts, . \�C/ �'. Phone ; (305)871 -1530 . Fax : (305)871 -1531 _' !. ., �Q R \0. \`_ '�- — -- - e -ma7: ti)tecoecol.com 1(....6-0' `r •�� - -- E8- 0006710 ' - `'-' 13/ ] .. 1tt WALTER A. i1LLIT Ir. P.E. P.E: JLCiNA1U((�Wlk FLORIDA Lie. # 44187 ,rrriiEit PRODUCT REVISED as complying with the Florida Building Code Acceptance No) 2.7- o 745: b 2 E.apirtionDate /IT i Byr Mann Dade P9 act Control MIAMI -DADE COUNTY /5- Q Leal I/2" MN. COX P YWO00. 1/2 4 USE t' OR e LUX, %LUAIA"tUI4 aImLEIMCL 4 " :0'. 6000 -'Ett iiLli1Y) AT I) fled /2' 515, 111. APOON (2) l /ei, ttURNIG o THREAOFSRtt TECHNigneY inS RUltbsx /N Ilsxs ra WNt AT I' 64. toe-Are AT Mitt RIPE 4F®) MIAVAIIIIIIPAPSEM lA -I / ! 2 \ ` / R� Q\ / t111 \ ES,Mli LIUU.r fr. CR : BET; DETAIL, X FOR SIDE CONNECTION TO TRAOXS OICOR () OR OROOR L" ORC PLAN PEAILX VIEW 1(. 2 "x4" MIN. • WOOD STUDS. (AS APPLICABLE) ALL FINISH EXISTING GLASS{ } 19N. SOPAJA1IQN TO GLASS (SEE S(IEDULE ON SHEET 12 FOR gLAUE m AND AN SHEET 25 FOR 0.0.0.0? ® IsNti co. CTJON ..fl J JL ,r> SEE L I AToNS Off" USE OF _.._ BLADE_ 1 A QN_SHEET- _28 OR®OR O OR OROOROORO FLORIDA BUILDING CODE ft.h Velocit Hurricane Zon © 2012 EASTERN METAL SUPPLY, INC. AC SHUTTERS & AWNINGS, INC. (ASSA # 37) 9811 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL._ 33016 __ PHONE: (305) 709 -2068. FAX: (305) 828 -7052 BERTHA Hi/ TM Accordion Shutter System ;LV. BLADE g1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE 12 REV,No DESCRIPTION DATE DRAWN BY: L.G. /A.C. 1 OLD 1G- -087 02 /03/12. DATE: 02/03/12 z 4 DRAWING No 12, 02 a SHEET en n1c a, la SEE END .CONNECTION DETAILS ON SHEET 24 TYP: FULL HEIGHT. TYPICAL © HV BLAPHUTTR �LEVA'l�N N.T.S. PRODUCT REVISED as complying with the Florida Building Code Acceptance No Z-0 Z .Expiration Date By MI 'Dad ad 02 k. It .Ls at Control MIAMI —DADE COUNTY ►,�'�E` A. riL TPA 1 6 * IVIES 4N. HP.. LQ.C}4 , AND CENTERMATES: 1, MANDATORY. GQNOiTIC 1; ONE 34 H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, (31 OR cp-Fe AND AT ANY ELEVATION. 39 H.D. LOCK, MAY BE USED AS A 1NSID OR OUTSIDE LOCK, ATTACHED T 3 HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3 /8" LONG FLAT HEAD S.S. M.S: LOCKING RODS Q ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2• ! • LOCATION OF 34 H.Q. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER' SPANS UP TO 105", H.D. LOCK MAY BE INSTALLED AT MID HEIGHT -- OF SHUTTER . OR AT 1.2" :OVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105 ", 34 H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. is tk a STATE OF ' ���1 _G'� FLOR \OPT t,�`` r P`+Lrti 7 pA'rs 5 TILLIT=TESTING & ENGINEERING COMPANY 8398 R.W. 3ath. St., Std. 308, VIRGINIA GARDENS, PLORIDA 33188 Phone : (30)871-1530 . Fax (345)871 -1631 e —mail: tlltecoCaol.cam EH- 0008719 WALTER A TIUJT Jr. P,E, FLARIOA tic. # 44187 FLORIDA BUILDING CODE ,High Velocity 1'Iurricans Zone) 2012 EASTERN METAL SUPPLY, INC. BERTHA TM 'Accordion Shutter System H,V. BADE I WJ OR W/0 H.Y. WINDOW BLADE. & H.V. BLADE # REV-Na OLSCRIPTiort pare 1 OLG - tOE -087 .- 02/03/12 AC SHUTTERS & AWNINGS, INC. (ASSA # 375) 9811 N.W. 80th AVE. SUITE 7 V & W _ HfALEAH GARDENS,_ FL _33016__ PHONE: (305) 799 -2058. FAX: (305) 828 -7082 DRAWN 6Y.. E cjAG. GATE: 0/03/12 4 DRAWING No 12"028 SHEET - POURED CONCRLI E REQUIRED -- CONCRETE - ANCHORS .(SEE SCHEDULE ON SHEET 26) 1'• Mln, EO .. EO... ME 1/4"0-20x3/4" S.S, MACHINE SCREWS USING 1/4 " -20 NUTS CO 0' O.C. POURED CONCRETE REQUIRED' CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) EDGE OF SLAB IF APPLICABLE OPTIONAL EXISTING -- GLASS EXISTING GLASS MN, SEPARATION TO SLASS (SEE SCHEDULE ON SHEET 25) I'I AFL EXISTING �� MIN. SEPARATION TO GLASS (8E£ 5CNEDULE ON SHEET 35) • rI MN, TN TO ;MSS (SEE SCHEDULE ON SHEET 25) EXISTING .—.,.1 GLASS E I ..I g t ISTALLLT . EXISTING GLASS / - CPI1ONAL OPTIONAL a 67 u vl it 4x3/4" HEX HEAD -TER- SCREWS 0 -3" 0.0. OR I/4 "0 -2O 5.5. M,S, WI NUT 'W 3" 0,0, Mtn POURED CONCRETE WALL REVD. C$NGa $N0-[QR5 ME SHEET 26)pULE ON 1 /4e0-- 20x3/4" 5.5. PHILLIPS TRUSS HEAD MACHINE SCREWS USING- 9'I " =2O NUTS t Cr" OC. NOTE FOR COMBINATION OF SECTIONS: 1— SEE SHEET 21 FOR TYPICAL SHUIIER ASSEMBLY, 2— MOUNTING SECTIONS GAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ! ■ . WervirederAgrAierrAlelr rMlev Am. A Amy 410.2.1169"51:1 POURED CONCRETE REQUIRED , ... RA ft owp IN ` 4L 4JIQN 1N. TALLATION DETAILS Wi . HV _..BLADE SCALE :. /8 ".1 * E. D. EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 26) EDGE OF BLAB IF APPLICABLE MW. SEPARATION TO GLASS- .. 1'($EE BNHET TLS 4N POURED CONCRETE REQUIRED EDGE OF LAB IF APPLICABLE FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 25) HD.. TURN. . INSTal ATI4N. EXISTING GLASS #.14x3 4" HEX WASHER HEAD TER SCREWS 0 6" 0.C. EDGE OF SLAB IF -APPLICABLE POURED CONCRt:Tt _ REQUIRED IAN. SEPARATION f TO CLASS (SEE SC Et LE ON EXISTING GLASS }i M[NTO SEPARATION GLASS I(SEE SCHEDULE ON SHEET 25) ALTERNATE ANCHOR LOCATION �ne ��!, /�tIr r Jz�Fitsfi� POURED CONCRETE REQUIRED E. 4.1' EDGE OF SLAB IF APPLICABLE FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) Hb WA�-42VER lMTA`LArioN #1443/4" HEX WASHER HEAD TER SCREWS 0 CONCREFE.ANCHORS- (SEE SCHEDULE ON —SHEET _26).._____. E. II. E. 0.* 1:11U.1=}1_,Nar,A.ILADDLI PRODUCT REVISED as complying with the Bloride Building Code Acceptance No - ot, / - o Z Ex-pi Lion Date By Mi /'5- uct Contro MIAMI -DADE COUNTY 110,s0), Tit4//7--.-.. • '. IL E - STA E 0 R `ti3Q>-'r 1 670. •_w`� ttyi P�jl /emu LVE'/bATE ,-TILLIT TESTING & ENGINEERING COMPANY 8355 NM. -38t11. St. Sta. 305, VIRGINIA OARDENS, f1ORIBA 33188 Phone ; (305)871 -1530 . Fax : (305)871 -1531 e—malL UI eooGcol.com EB- 0008710 WALTER A. TILLW 1r. P.E. FLORIDA Uc. 44167 EDGE OF -SLAB •IF- APFUCABLE W..t, FLORIDA BUILDING COPE (High Velocity Hurricane Zone) 2012 EASTERN METAL SUPPLY, INC. AC SHUTTERS & AWNINGS, INC. (ASSA # 375) 9811 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL. 33016 PHONE: (305)- 799 -2068. T=AX: (305) 828 -7062 BERTHA H TM Accordion Shutter System rL.V, BLADE ; 1 W1 OR W/O H.V. WINDOW BLADE & H.V. BLADE 2! limo DESCRIPTION GA12 DRAWN BY: L.G. /A,G, 1 OLD 10 -O67 .. 02/03/12 DATE: 02/03/12 3 DRAWING No 12 -028- SHEET 22 OF 25 OUT IN EX ISTING GLASS 0 OR OR � .I- i® on \ - 0OR t L 2 "x2 "x1 /8 "x0 -2" (6063 —T6 ALLOY) ALUM. ANGLE W/ (2) I /4 11 TA'CON ANCHORS TO CONCRETE (TOP /BOTTOM) & (4) ,814x1/2" S,M.S. TO TUBE AT EACH ANGLE. (TYP) #14 x 3/4" S.M.S. ® 12" 0.C, SEE NOTES ON LOCKING RODS ® & Hp 0 LOCKS ON SHEET 21 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) (4) H.V. PINS (TYP.) EXISTING GLASS INSTALLATION HV BLADE - --SEE -BEN °WALL-.C.N ECTION PETAIO. IN 6 1/2" (4) H.V, PINS (TYR ...(7 )OR +_5._- EXISTING GLASS • MIN, SEPARATION _ _. GLASS TO LA (SEE SCHEDULE ON SHEET 25) t: l ; rg) MIIMM1 „A. mont. ,_ilmer lot oxio Agaimpium I) (OP11ONAL) m7"a1 -1711, SYMMETRICAL HO.. CENTERMATES_.. Rz OUT (OPTIONAL) SYMMETRICAL HO CENTERMATES W . _ -L 3CI< (INTERIOR) IN lOUT 1 PRODUCT REVISED as complying with the Florida Building Code Acceptance No —02-i5C 0 Z Expi : lion Date By Miami Dad -''`v. ct Contro MIAMI —DADE COUNTY STATE OF P.l "!S[OATE • POURED CONCRETE OR CONCRhIh ELOCR WALL REQUIRED V� D IILIECO %»G, TILLIT TESTING & ENGINEERING COMPANY 9335 NA S th. St., Ste. 3a8, VIRGINIA G4ROF395, PLORIeA 33188 Phone : (305)871 -1530 . rax : (305)871 -1531 a —moil: tilteco®eeI.com EB- 0005719 WALTER A. TMLUT Jr. P.E. FLORIDA Lie. # 44187 FLORIDA BUILDING CODE AC SHUTTERS & AWNJNGS INC. (ASSA #, 375) 9811 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL. 33016 PHONE: (305) 799 -2068. FAX: (305) 828 -7082 Hi .h Velocit Hurricane one © 2012 EASTERN METAL SUPPLY, INC. BERTHA Hi/ TM Accordion Shutter System 9.V. BLADE I1. W/ OR WIO H.V. WINDOW BLADE &• H.V.: BLADE # REV.No 2 DESCRIPTION OLD i4 -097 3 DAT$ DRAWN 6Y: L.,O, j. A.G. 02704/12 DATE: 02/03/ i z DRAWING No 12 -028 SHEET 23 OF 2S POURED CONCRETE OR CONCRE.IL BLOCK WALL REQUIRED ,- POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS �. EXISTING GLASS I MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEL.1 25) (LOCATE AT EITHER SIDE OF 63) POURED CONCREIL OR-- CONCRETE. - - BLOCK WALL REQUIRED CURED CONCRETE -OR- CONCRETE- - - - --- - BLOCK WALL REQUIRED EXISTING GLASS I/16 "x3" MAX. (6063 -T6) CONT. ALUM, CLOSER PLATE, (LOCATE AT EITHER SIDE OF (D) #14x1/2" S.M. 16 Q.C. PA-xi/2" S.M.S. 0 16' O.C. mtum Isom= J6i0 G 0 MN. SEPARATION TO GLASS (SEE SCHEDULE ON SHLkJ 25) 2" MIN. EXISTING GLASS MN. SEPARATION • TO GLASS (SEE SCHEDULE ON SHEET 25) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 26) 1/2" SEE DETAIL X FO SIDE CONNECTION TO TRACKS SEE DETAIL X FOR SIDE CONNECTION TO TRACKS {j ✓ [jJ (E) O f 0 [1�J OR 1h0R( 3+ _EN D N COTN .DETAIL 0 0 ,END...CCM.NEpTLDN. PFAII, +USE 1" OR 2' MAX. (AS APPI_IGABLEE)x2 "xI /B°XQ' -2" ALUMINUM CLIP ANGLE (6083 —T6 ALLOY) AT MIDHEIGHT (1) #14x1/2" 5.M.S, TO (2)1/4 "a TAPCONS ANCHORS To WALL AT 1" O,C, (LOCATE AT EITHER SIDE OF 4®)) SEE DETAIL X FO SIDE CONNECTION. TO TRACKS b0OR 9R0 +3OR E1W .C.CNNECTIDN MAIL 0 + ()OR ®OR EI D . CD , CTI+� ALTAII 0 + REQUIRED ONLY FOR SPANS GREATER THAN 12' -0" POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN SEPARATION TO. GLASS___ (SEE SCHEDULE ON SHEET 25) CONCRETE _- ANCHOR 0 16" O.C. . li IA Fes. _ MIVIIIIIIII ON ( J OR 0 dR 0 +. t / O OR POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE- _ANCHOR 12" 0,G. EXISTING GLASS • MN, SEPARATION TO OLASS (SEE SCHEDULE ON SHEET 25) NI�...CC INECTIQN DETAIL END,._.cON,NECTION. DZf OR .0 'lw.AN vim .I DETAIL. X END INSTALLATION IHHV Y.� DE TO CON 'ETE . OR CONCRET.E_OLOCK WALL. FLORIDA BUILDING CODE Hi .h Velocit Hurricane Zone © 2012. EASTERN METAL SUPPLY, INC. AWNINGS', INC. HIALEAH GARDENS, FL. 3301 6 PRODUCT REVISED as complying with the Florida Building Code Acceptance No J - o Z/5", o Expiration Date I2 11 By M :.. Dad' . UCt COntro MIAMI-DADE COUNTY -- r • • • A TILLIT TESTING & ENGINEERING COMPANY C - r ^ _: _ cc i 8355 N.W,.34th, at., Ste. 305, VIRGINIA GARDENS, FLORIDA 33156 Phone (305)871 -t83a , Fox : (305)871 -1531 a -may: tiiteceecol.com ER- 000871P WALTER A. TLLUT Jr. P.E. FLORIDA Uc. # 44187 -o ;, I TP"T 0 ./ cv t if BERTHA HV TM Accordion Shutter System 11.V. BLADE 1 W1 QB W/0 H.V. WINDOW BLADE & H.Y. tiLADE R£Y,No DESCRIPTION 1 OLD 10487 T DATE Oz /o [112 DRAWN BY: LDIA,0. DATE: 02103/12 #2 DRAWING No 12.-028 SHEET 24 OF 25 INSTALLATIONS •I MAXIMUM SHUTTER SPAN "Lf" OR "L —" •(fL) W/ YMMICAL, .11. .7. : 31 OR CK & NO 4 INSTALLATIONS W/ MAXIMUM A.S.D. DESIGN LOA4 (c)-.f.) (+ OR -) 30 OR LESS ONE H. L LOCKING 'IDS POURED CONCRETE ALL MOUNTING OONDIT10NS L+ (Ill 15 -B L.- (n1 18' -0" 35 14' --10" 18' -0" 40 14' -4° 17' --10" 45 13' -11" 17' -6" 50 i3' -6" 17' -0" 813 13'_3" 18' -1 Q" ■0 12' --11" 16' --2" 6e - 12' -8" 15' -e" 70 . 12' -8" 14` -11" 75 12' --3" 14' -5" 130 12' --b" 14'-0" 55 i1' -10" 13' -7" 90 _1 1i' -6" 13' -2" 95 11' --3" 12' -10" 100 10' --6" . 12' -6" _ 100 10'-b" 12' -2" 110 9'--9" i1-.ii ", ._115.._....__. _......... -9' 14 . .1i..g8 ' . ... ' 120__ _ _ 8';9 -_ _ 11!-5"- - -- - -128 .. '-. 130 .-- 10' -11" 140 - 1b' -s° 145 •- 10' -4" - - -130- __._ 10 4 155 - 1b' -r7" 150 - 9' -1 D" 155 - 9' -g„ 170 - g' -7" 175 -- 9' -5" 180 - g' -q.,, 185 - 150 - 9' -0" 195 - 13' -9„ * NOTES: (1) L-f-; MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD. L- MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D DESIGN LOAD, (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /CEILING: GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L-1 -" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L -" FROM SCHEDULE, FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MIMI& DEIENMINED SFAN BETWEEN "Lt" AND (3) PROCEDURE TO DLIkRMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR /CEILING : MOUNTINGSt FOR A GIVEN POSITIVE R.S.D. DESIGN LOAD: DETERMINE: L1.1•-, MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L21-= MAX, SPAN FOR FLOOR / CEILING MOUNTING INSTALLATIONS, FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD; DETERMINE: L1 MAX. SPAN FOR WALL MOUN17KO INSTALLATIONS. Lz -= MAX. SPAN FOR FLOOR / CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "Li F , "L2 + ", „Li- -" AND "L2-" (4) 00 TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN LOAD TO .DETERMINE MAXIMUM - ANCHOR- SPADING, _.... ... HV BLADE ONLY + SEPARATION TO G! ASS REQUIREMENTS MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED AT ALL .ELEVATIONS .OF. BUILDING IS 3 ". INSTALLATLON LEGEND WALL MOUNTING FLOOR /CEILING MOUNTING POURED '00NGRETU (SHEET 22) M & EE BB, CC, DD, a=F& GC PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Z f Expiration Data By Dnds'o ucf Control MIAMI -DADE COUNTY �tddlF/ /aiia�� - STATE OF {,� fritnlf 41/40 A IILIECOJNC.\ TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 38th. St, Sta. 305, VIRGINIA CARDERS, FLORIDA 33188 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: Ultecaoaol.com ES- 0006719 WALTER A. T1LLUT Jr. RE, FLORIDA Lim # 4-4157 FLORIDA BUILDING CODE AC SHUTTERS & AWNINGS, INC. (ASSA # 375) 9811 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL. 33016 PHONE: (305) 799 -2065. FAX: (305) 828 -7052 Hi •h V loci Hurricane Zone 04 2012 EASTERN METAL SUPPLY, INC. I3ERTHA V TM Accordion Shutter System 4-I.V. BLADE ;1 W OR W 0 IIN, WINDOW BLADE & }{.V. BLADE RE9,No 1 DESCRIPTION OLD 1D -087 02 DATE DRAWN BY: LO. A.G. DATE: 02/03/12 2 3 4 DRAWING No 12-028 8 SHEET 25 OF 28 VALID ONLY FOR 4P TO I0' -Cr SPAN *SPECIFICATIONS ON ANCHOR RE'QUIMENTS; POURED CONCRETE SUBSTRATE (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A.1) TO EXISTING POURED CONCRETE: (Min, f'c = 3192 psi) - 1/4 "4 TAPCON ANCHORS, AS MANUFACTURED BY I.T,W, BUILDEX, MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4 ". A,2) TO EXISTING POURED CONCRETE: (Mitt. f'c = 2899 psi) - 5/19 "4 TAPCON XL ANCHORS, AS MANUFACTURED BY LTA BUILDEX, MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/15" TAPCON XL ANCHORS IS 2 1/4''. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRtIE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL FE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL. BE AS INDICATED ON NOTE Al) ABOVE, FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (9) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. • (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS, . MINIMUM-- .R.EOUIRCC?...EDCg DISTANCE- PCR..ANCHO14s - MAXIMUM -ANCHOR SPACINGS ARE VALID FOR -3 "- -EDGE DISTANCE FOR 1 /4 "0 TAPCON ANQ 3 5/8" EDGE DISTANCE FOR 5/16 "6 TAPCON XL. V_.. B LA D_E. Q.N.LY PRODUCT REVISED as complying with the Florida Building Code Acceptance No% Z -0 Z/, • oZ BxpirstionDate _245, By ilthimui Dal a duct MIAMI -DADE COUNTY Jr- *; antral . ,c5 • STAT5 OF r 447: $ f 01.00%.1°N.' itFo\INt. T1LLrr - TESTING Sc ENGINEERING COMPANY 0355 N.W, 39t11. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33155 Phone r (305)871 -1530 Fox (305)871 -1531 e -mall: titteaocaol.aom EH- 0008719 WALTER A. SILLIT Jr. P.E. - FLORIDA Uc. > 4-4187 FLORIDA BUILDING CODE Hi .h Vpiacit Hurricane Zone I) 2012 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System. -1.V, BLADE #1 Wf OR W/0 H.V. WINDOW BLADE & I-I,V. BLADE #2 REY.tlo DESCRIPTION DATE DRAWN BY: L.G. /A.9. OLD 10 -087 02/03/12 04: 02/03/12 2 AC SHUTTERS AWNINGS, INC, (AssA # 375) _ 9811 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL. 33016 PHONE: (305) 799- -2068. FAX: (305) 828 -7082 3 4 DRAWING No 12 -028- 6 SHEET 7R t]F 9R AN •I-l( ae.6 IA1ii I G +M ii ,w -A Al ._- ii A k - R. S 1S * M o . )M . - . i S . , 0 A A .. 1/8"a TAPCON 10.X 0. SH R_, SPAN .,...'XtMIMUM. A.J'.Ph...DEPL1... AD MD A . 5 tae • .CsN XL .o. M.FAI it 2-14..P.11_ MAXIMUM D (ff) CONCRETE ALL MOUNTINGS' THRU Co. (SHEET 22) USE MAXIMUM VALUES BETWEEN POSITVE AN' ND NEGATIVE A:S:Ii, LOADS 50 OR LESS >50 TO 90 >Q0 TO 120 >120 TO 1$O >160 TO 195 D,-9„ OR LESS S" 4 1/2' 3 1/2" - 12" 8" 6" • 4„ 3 3/4,. >61 -9" UPTO 6„ 3 1/2" 3" t .. - 12'-1" 10" 6" 4„ 4" v ... >12'-1" UP TO 4.n _....._ _..... • _..... .. - 3...,.112n. ....".... _. ._.. ___. .... -. _. _.�...- _..._...... _ _..__._..__ —.__. _ .. 1.8 - =0 - -- __ 7 i/2"- 5 -1 /z" _ . _. _4" __ ... .. VALID ONLY FOR 4P TO I0' -Cr SPAN *SPECIFICATIONS ON ANCHOR RE'QUIMENTS; POURED CONCRETE SUBSTRATE (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A.1) TO EXISTING POURED CONCRETE: (Min, f'c = 3192 psi) - 1/4 "4 TAPCON ANCHORS, AS MANUFACTURED BY I.T,W, BUILDEX, MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4 ". A,2) TO EXISTING POURED CONCRETE: (Mitt. f'c = 2899 psi) - 5/19 "4 TAPCON XL ANCHORS, AS MANUFACTURED BY LTA BUILDEX, MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/15" TAPCON XL ANCHORS IS 2 1/4''. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRtIE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL FE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL. BE AS INDICATED ON NOTE Al) ABOVE, FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (9) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. • (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS, . MINIMUM-- .R.EOUIRCC?...EDCg DISTANCE- PCR..ANCHO14s - MAXIMUM -ANCHOR SPACINGS ARE VALID FOR -3 "- -EDGE DISTANCE FOR 1 /4 "0 TAPCON ANQ 3 5/8" EDGE DISTANCE FOR 5/16 "6 TAPCON XL. V_.. B LA D_E. Q.N.LY PRODUCT REVISED as complying with the Florida Building Code Acceptance No% Z -0 Z/, • oZ BxpirstionDate _245, By ilthimui Dal a duct MIAMI -DADE COUNTY Jr- *; antral . ,c5 • STAT5 OF r 447: $ f 01.00%.1°N.' itFo\INt. T1LLrr - TESTING Sc ENGINEERING COMPANY 0355 N.W, 39t11. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33155 Phone r (305)871 -1530 Fox (305)871 -1531 e -mall: titteaocaol.aom EH- 0008719 WALTER A. SILLIT Jr. P.E. - FLORIDA Uc. > 4-4187 FLORIDA BUILDING CODE Hi .h Vpiacit Hurricane Zone I) 2012 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System. -1.V, BLADE #1 Wf OR W/0 H.V. WINDOW BLADE & I-I,V. BLADE #2 REY.tlo DESCRIPTION DATE DRAWN BY: L.G. /A.9. OLD 10 -087 02/03/12 04: 02/03/12 2 AC SHUTTERS AWNINGS, INC, (AssA # 375) _ 9811 N.W. 80th AVE. SUITE 7 V & W HIALEAH GARDENS, FL. 33016 PHONE: (305) 799- -2068. FAX: (305) 828 -7082 3 4 DRAWING No 12 -028- 6 SHEET 7R t]F 9R A BLADE'S KNUCKLE (TYP) - -I 12" MIN. CLEARAIIICE TO BLADE .Toll EDGE , • EQ EC? FLAT PORTION OF GLADE 2 7/8" MIN. CLEAR SEPARATION _sErwEEN- RLADE OPENINGS /1 / I - '12° MIN, CLEARMICE TO BLADE BOTTqaM EDGE I HV WINDOW BLADE I-IV WINDOW .±. 5 3/4" ON CENTERS LEAR --BETWEEN .1875" •EXTERIOR SECTIQN X-"X SCALE: 1" = 1" SECTION Y---Y SCALE: 1 = 1" PRODUCT REVISED as complying with the Florida Building Code Acceptance No 2,-0145C Z.- 1' Expir,tion Date - By • 11f Dad'/ • .uct Contro MIAMI-DADE COUNT( EXTERIOR, ELEVATION SCALE: 1" = 1" TYPICAL HV WINDOW BLAD PO YCA BONATE HV WIN ■■■■•• .0625" Par_ CL(2,161LIMIKTREIV BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC 1,EXAN 103 RESIN (SEE NOTE "F" ON SHEET 28), . .. . .... POLYCARBONATE SOURCES FOR - . . TYPICAL PROPERTIES S APPLICABLE ..... BAYER S SADIC IFIROVAIK PRYSIDAti.4 - : 0.043 lb/In' 0 ....... .. —.,- SPECIFIC GRAVITY A NOTCHED IZOD • A AND DO T ........ .. TIL.UT TESTING & ENGINEMING COMPANY ea55 N.W. 36th. Et.„ Ste. 305, VIROINIA CARDERS, FLORIDA 33166 Phone (305)871-1530 . Fax : (305)871-1531 o-moll: tlitecoecol.com - ED -0000719 WALTER A. MUT Jr. P.E. FLORIDA Lk. # 44167 FLORIDA BUILDING CODE AC SHUTTERS & AWNINGS, INC. (ASSA # 375) 9811 N.W, 80th AVE. SUITE 7 V & W HIALEAH GARDENS, PI_ -3301.6 PHONE: (305) 799-2068, FAX: (305) 828-7082. Er.h Velocit Hurriccne Zpne 6 2012 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System ri.V, BLADE 11 W/ OR W/0 H,V. WINDOW BLADE & BLADE n PRAWN BY: L.01A-0-. DATE: 02/03/12 RE.Y.No OESCRItITION OLD 10-07 DATE 02/03/12 2 DRAWING No 12-028 SHEET r "+ * ®6n TYP. EA. END MAX. S WINDOWS ALLOWED AT I-IV n WINDOW BLADE (7' SEE END CONNECTION DETAILS ON SHEET 11 TYP. FULL HEIGHT. 0101-0-0-0 II -0-0 -0 cat T \` `1 AN a AO t `' ' I 0- Cr 0 )1t lit .* 0 - 0 \ 4 t 0 , `� 1�i 4 • £ t i !!c fi 0.. ' k 0, 0 or i ) o jj)j) o . lit N t pj �(SEE DEAN FqR REQUIREMENTS) .... / _.....• _.,. TYP TOP $t 9OTTQM J/'� o ( EXISTING GLASS- D` * 0; NEti�6 - Iti ?rrAT1 bhp ONUCin0.3A F 1 LS. FAIR RERIUA ACCORDION 5tittnIVATEM WORKING. IN. UNISON WfM1 HV witipayi BLADE 1, MAX, A.S.D. DESIGN PRESSURE RATING: +110. - 110 p.a.f. 2 MAX. SHUTTER SPAN: 98 °. 3. ALLOWED MOUNTINGS.; A. P. G & H ON SHEETS S, 7; AS WELL AS MOUNTINGS M, 0, T, U & W ON SHEETS 18 & 19. YOUT,A�35)MUSTARE INCLUDED AT ETERIORACCE SA SIDE OF OPPOSING CENTERMA E. • 5, (A) NV WINDOW' BLADE lA SHALL ONLY ALLOW A MAXIMUM OF OPENINGS (3 "0 HOLES) FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 27. (B) MIN. OLEARANG'E FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE OF ANY 3'Z HOLE FOR 44 SHALL BE 12', (C N FIRST OR T BLADE COMING OUT FROM STARTERS AT ENDS MAY AE HV WIDOW BLADE (D) NV WINDOW BLADE l"a' MUST BE USED ALTERNATE To A SOUb I-N SLADE 1® THROUGHOUT sHUTTER's WIDTH. (E) CE RMATES SHALL ALWAYS BE INSTALLED AD•)ACENT TO A SCUD I-N BLADE AT EITHER SIDE OF THEM, 1( (iJ POLYCARBONATE HV WINDOW A SHALL BE INSTALLED 5O THAT TABS FACE THE INTERIOR OF THE OPENING B NG PROTECTED, NV WINDOW 44 MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY 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 I & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 14 .1.4...AS...UNITED. BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE), B. MINIMUM SEPARATION TO GLASS SCHEDULE; SHUTTER SPAN MINIMUM SEPARATION TO GLASS KLEMM" 96 ".Moe. 5" MIN. SEPARATION TO GLASS -(SEE SCHEDULE ON SHEET 12 FOR 944DE(D —AND—ON—SHEET-28E bLA1 5 0-&-43) P, 1 � \ W.% 2 AND RMATES WJO (SEE NOTE 4 ABOVE) pt OAT TYPICAL n iv....�.in DE WOR.i iti 1N.....UNiS P ..,WIT i Hv _wii�(Dow BLAD.. SH.uT3E?* (T SEE PRODUCT REVISED as complying with the-Florida Building Code - Acceptance No -- By MaimD u Bxpir•tion Date -� t 114 Centro N,Y.S. 11`1tiR AI,rr- MIAMI-DACE COUNTY STATE OF ,:s<= 611vKL.A I , bLIECO u 12. TILLIT TESTING & ENGINEERING COMPANY 8355 N,W, 36th. St., Ste. 3C5, VIRGINIA GAROfNS, M_ORIOA 33188 Phone': (305)871-1530 . Fax (305)571- 1531 -- - e -mail: tllteco®aal.cam E8- 0006719- -- - WALTER A. TILIJT Jr. P.E. FLORIDA Uo. # 44157 FLORIDA BUILDING CODE Hi .h Hurricane Zane ® 2012 EASTERN METAL SUPPLY, INC. AC SHUTTERS & AWNINGS, INC. (ASSA # 375) 9811. NIX 80th AVE. SUITE 7 V _ &- IN - -. - -- HIALEAH GARDENS, FL. 33016 PHONE: (305) 799 -2068. FAX: (305) 828 -7082 BERTHA TM Accordion Shutter System .V. BLADE #1 OR W/O H.V. WINDOW GLADE & H.V. BLADE ,'' 2 REY.No DESCRIPTION DATE DRAWN 8Y: L.G. /AG. 1 3 4 OLD IO-Q87 02/b3/12 DRAWING No '1 L -"028 SHEET *Is ns *IP 7 '', "7' — 4 . . • lA 0 4 H — ~_y Q h 7 • l 0 1 HL==.— — / M 0 Q*1*l ) 0 EXISTING GLASS- D` * 0; NEti�6 - Iti ?rrAT1 bhp ONUCin0.3A F 1 LS. FAIR RERIUA ACCORDION 5tittnIVATEM WORKING. IN. UNISON WfM1 HV witipayi BLADE 1, MAX, A.S.D. DESIGN PRESSURE RATING: +110. - 110 p.a.f. 2 MAX. SHUTTER SPAN: 98 °. 3. ALLOWED MOUNTINGS.; A. P. G & H ON SHEETS S, 7; AS WELL AS MOUNTINGS M, 0, T, U & W ON SHEETS 18 & 19. YOUT,A�35)MUSTARE INCLUDED AT ETERIORACCE SA SIDE OF OPPOSING CENTERMA E. • 5, (A) NV WINDOW' BLADE lA SHALL ONLY ALLOW A MAXIMUM OF OPENINGS (3 "0 HOLES) FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 27. (B) MIN. OLEARANG'E FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE OF ANY 3'Z HOLE FOR 44 SHALL BE 12', (C N FIRST OR T BLADE COMING OUT FROM STARTERS AT ENDS MAY AE HV WIDOW BLADE (D) NV WINDOW BLADE l"a' MUST BE USED ALTERNATE To A SOUb I-N SLADE 1® THROUGHOUT sHUTTER's WIDTH. (E) CE RMATES SHALL ALWAYS BE INSTALLED AD•)ACENT TO A SCUD I-N BLADE AT EITHER SIDE OF THEM, 1( (iJ POLYCARBONATE HV WINDOW A SHALL BE INSTALLED 5O THAT TABS FACE THE INTERIOR OF THE OPENING B NG PROTECTED, NV WINDOW 44 MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY 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 I & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 14 .1.4...AS...UNITED. BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE), B. MINIMUM SEPARATION TO GLASS SCHEDULE; SHUTTER SPAN MINIMUM SEPARATION TO GLASS KLEMM" 96 ".Moe. 5" MIN. SEPARATION TO GLASS -(SEE SCHEDULE ON SHEET 12 FOR 944DE(D —AND—ON—SHEET-28E bLA1 5 0-&-43) P, 1 � \ W.% 2 AND RMATES WJO (SEE NOTE 4 ABOVE) pt OAT TYPICAL n iv....�.in DE WOR.i iti 1N.....UNiS P ..,WIT i Hv _wii�(Dow BLAD.. SH.uT3E?* (T SEE PRODUCT REVISED as complying with the-Florida Building Code - Acceptance No -- By MaimD u Bxpir•tion Date -� t 114 Centro N,Y.S. 11`1tiR AI,rr- MIAMI-DACE COUNTY STATE OF ,:s<= 611vKL.A I , bLIECO u 12. TILLIT TESTING & ENGINEERING COMPANY 8355 N,W, 36th. St., Ste. 3C5, VIRGINIA GAROfNS, M_ORIOA 33188 Phone': (305)871-1530 . Fax (305)571- 1531 -- - e -mail: tllteco®aal.cam E8- 0006719- -- - WALTER A. TILIJT Jr. P.E. FLORIDA Uo. # 44157 FLORIDA BUILDING CODE Hi .h Hurricane Zane ® 2012 EASTERN METAL SUPPLY, INC. AC SHUTTERS & AWNINGS, INC. (ASSA # 375) 9811. NIX 80th AVE. SUITE 7 V _ &- IN - -. - -- HIALEAH GARDENS, FL. 33016 PHONE: (305) 799 -2068. FAX: (305) 828 -7082 BERTHA TM Accordion Shutter System .V. BLADE #1 OR W/O H.V. WINDOW GLADE & H.V. BLADE ,'' 2 REY.No DESCRIPTION DATE DRAWN 8Y: L.G. /AG. 1 3 4 OLD IO-Q87 02/b3/12 DRAWING No '1 L -"028 SHEET *Is ns *IP r II EQUIRED MINIMUM 6 "x 1 I /Z" -x 0.035" THICK ASTM A -883 GRADE 40 Min. 0 -60 GALV. STEEL METAL STUDS AT 16" 0.0. INSTALLATIONS W/ 1)- HV BLADE &- -- HV CENTERMATE -S -INTO M .TAL SLLL WALT s. * 'f:F'' :.Itunfffttaufv[r/tl>! MI' 1 REQUIRED MINIMUM Alin. 1 3j4 "x 8 1/4"x 0.035" THICK Min. DONT, DALV, STEEL TRACK CHANNEL., ASTM A -653 GRACE 40 Mtn. 0 -60 0 DAONIZED FASTENED TO STUDS .W/ () #6x I /2" TEK SCREWS ON INTERIOR de EXTERIOR FACE (I D.C. 1/2" .475" * OM R& , .L;IMIr6r101yS AND .QtNDC lON.S QF USA .5M N ra rl� Ml LALSIUMA S EXISTING FINISH AS APPLICABLE _REQUIRED MINIMUM 13/4'x S 1 /4'x 0.038" THICK Mln, DONT. CALV. 81kkL TRACK CHANNEL, ASTM A -853 GRACIE 40 Min. 0-60 GALVANIZED FASTENED TO STUDS C. W/ (2) #6x1/.2" TEN SCREWS ON INTERIOR dr EXTERIOR FACE EXISTING FINISH AS APPLICABLE (T`'P.) REQUIRED MINIMUM 8 6 "x 11/2 "x 0,035" THICK Min. ASTM A -663 GRADE 40 ,Min. O-130 OALV. STEEL ME'T'AL STUDS AT 16" 0.0. 1" Min. tCC ,. i /2" 7,11!1! 11f llliff /l:e + 6' O,C, 1. MAX. A.S.D, DESIGN PRESSURE RATING; +75, - 75 2, MAX, SHUTTER SPAN: 84" 3, ALLOWED MOUNTING; (M ") ON THIS SHEET. 4, ONLY NTEPMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARR QED A S' METRICAL LAYOUT. USE OF (2) { 5) (Q" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ** DLADE SLACK DETAIL HVF IS VALID FOR CENTERMATE 21 APPLICATION WITH FILADE 0 WALL ERaiL IN T4!, L . :083" SPA. ATION S SGHE MAX. SHUTTER MINIMUM SPAN L (In) §EPARATION 84" OR LESS 3 1/4-' -i Max. I-- '0 144 "m .NOMINAL .ALUMINUM SLEEVE 6063 -T5 ALLOY 3.01)0" Max, 7tlPttt'iflf t£fllIlf1RF1Z17t1111 LENGTH + 1 MUST PENETRATE 1.373" ,G50" ISTING FINISH AS APPLICABLE (TYP. TOP & BOTTOM) EXISTING GLASS YI\AMET Y6; .: CENTERMArEt INTERIOR ACCESS SIDE-. MIN. SEPARATION TO GLASS W INSIDE LOON (E SOME) i /4 "0 -2O THREADS . PM PO.h� �lTS SCALE: 3/8" 1" 1 3/4 "x -8 1 /4 "x 0.035" THICK Min. ONT, GALV. STEEL TRACK CHANNEL, ASTM A -853 GRADE 40 MTh. 0 -B0 GALVANIZED FASTENED TO STUDS _. -_. -_ _... W/ (2) #6x1 /2" TE1t SCREWS ON INTERIOR &- EXTERIOR FACE -- 3 1/4" (6" MIn,) (Coot,) ELVA S 1/2" {ryp.) KN. SEPMAGON TO GLASS W/ OUTSIDE LOCK (5th =ME) lismassis • �� 7 HYA - -(2). LOCATED AT HV HEADER /SILL ENDS 8 1/2" MAX. SLACK .1:14. OW:AR 51.AQK- RETAIL * # PRODUCT REMISED as complying with the Florida Building Code Acceptance No /Z-02/5. a 2- Expir: lion Date uct Control MIAMI -DADE COUNTY A. 7ttt /-, * . TILLIT TESTING & ENGINEERING COMPANY .• 9388 NM. 35th. St., 54.. 305, VIRGINIA GARDEN6, t'LoR{0A 33155 $t1 Phone 305)671 -1530 . Fox - 30 5)871 -1531 • 0 Fj Q Ri v) . � t 1 e -mall; tiltecoatooiaom .. s � oil- WALTER A ,Jr. F.E. 5B- 0006718 P.�� (^ IYt rE FLORIDA UIc. # 44 787 [LIE C INC. VIEW ..Y SIDE CONNECTION TO TRACK F .4RIDA BUILDING CODE - Huh Velocit- - Nurricone Zoo 0 2012 EASTERN METAL TSUPPLY, - 1N0, TM • Accordion Shutter System q.V, BLADE $1 W/ OR WJQ H,V. WINDOW BLADE & H.V. BLADE #.? REV.No DESCRIPTION DATE DRAWN SY: • OLD,10-oat 0z/63 /i2 AC SHUTTERS af AWN ING$J INC. (ASSA # 375) 9811 N.W. 80th AVE SUITE 7 V &- W HIALEAH GARDENS, FL. 33016 PHONE: (305) 799 -2068. FAX: (305) 828 -7082 DATE_ 02 /03 /1Z ; a DRAWING No 12 --428 - a SHEET rigtA 111r nit