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SHUTTERSIssue Date: 10/30/2006 Owner's Name: JOEL RIVAS Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 1250 93 Street NE Addiitoonal Information Miami Shores Village, FL 33138- Fees Due Amount CCF $6.00 Education Surcharge $2.00 Permit Fee $260.00 Scanning Fee $12.00 Technology Fee $6.50 Total: $286.50 Building Department File Copy Applicant Signature Miama Sh•r?s V IIage 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 04/28/2007 Contractor(s) Phone Primary Contractor NELSONS HURRICANE SHUTTERS (305)513 -4558 Yes Type of Work: SHUTTERS Additional Info: No of Openings: 16 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Invoice Number WS - 10 - 06 - 26559 Total: Parcel #: Block: Section: Total Square Feet: Total Valuation: Re uired Ins ' ections Shutter Attachment Shutter Final Permit Status: APPROVED Permit Number: WS-10-06-2678 Amt Due $286.50 one: '305 )759 6417 1132050270200 Lot: PB: I \, I - JA. ; / , I. , 1 J: ) 1500 $ 10,000.00 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Date: 11/07/2006 Inspector: Grande, Claudio Owner: RIVAS, JOEL Job Address: 1250 93 Street NE Project: <NONE> Contractor: NELSONS HURRICANE SHUTTERS AND ALUMINUM CO l3uildling Department Comments Monday, November 6, 2006 Miami Shores Village, FL 33138- Onspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: C L Permit Type: Windows /Shutters. Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)759 -6417 Parcel Number 1132050270200 Lot: Phone: (305)513 -4558 Page 1 of 2 t i essed i / Inspector Comments f ; i- rg-0)03( i,Afc ,,f ..r , _ Faied Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 11/07/2006 Inspector: Grande, Claudio Owner: RIVAS, JOEL Job Address: 1250 93 Street NE Project: <NONE> Contractor: NELSONS HURRICANE SHUTTERS AND ALUMINUM CO l3uildling Department Comments Monday, November 6, 2006 Miami Shores Village, FL 33138- Onspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: C L Permit Type: Windows /Shutters. Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)759 -6417 Parcel Number 1132050270200 Lot: Phone: (305)513 -4558 Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle Electrical Owner's Name (Fee Simple Titleholder) Owner's Address Z SCE k LE Cityj{tA .J ( State - - (.-„ Z Tcnant/l.essee Nam..; --- Phone # Job Address (where the work is being done) t 2. s , L , City Miami Shores Village - County Miami -Dade FOLIO /PARCEL# ll ^32ttS-_cZ L .O Zo Is Building Historically Designated YES NO Contractor's Company Name - 1 (4t,J'�. i6 Phone # ZZO S 5 .(7 6— '(. 5 5 .t4. Contractor's .Address �`- e' 37, City et I► A.t c L - - — - -- State Zip 3 3 l S Qualifier Name �-= e ti- C��y�' Z� `tee Phone # ^40 1 5 State Certificate or Registration No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit S 10 Miami Shores Village Building Department r CaG`;5��` 1CO50 N.E.2nd Avenue, Miami Shores, Florida 33138 Jig Tel: (305) 795.2204 Fax: (305) 756.8972 y Permit No. V Master Permit No. 2 Plumbing Mechanical y / R [ oofing 1LINs Phone # c s l °lti7T",/ Certificate of Competency No.00) ,8 3 C)) 1,S'/ Square / Linear Footage Of Work: ` C- Type of Work: [Addition .]Alteration ew ❑ Repair/Replace Describe Work: L2 bi tS",J * ******* xxKxxxx , eit*:rxicYx * * * ** *x ** * * * * * ** F *** * * * * *x *** * * * * * * * *** * * *:c * ** * * * ** ■c** *x * ** Submittal Fee $ Permit Fee $ f eQ - v Technology Fee $ Scanning S t - Radon $ DPBR $ Zoning $ Notary 5 Training/Education Fee $ 2 Bond 5 Code Enforcement $ Structural Review. $ Double Fee 5 Total Fee Now Due $ Zip CCF $ CO /CC See Reverse side —> ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _ day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oullt NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***************** * **,* ********************************************************** * * * * * * * * * * * *** *,* * * * * * * ** * *e *,i APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: 2%7 �6 l Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT 1111111111111111111111111111111111111111111 11 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I 32QS.02,2 —O2to STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 12 �V f`- a g'-5 wre-seg-.T 2. Description of improvement: Q s._W Q►C ,abtC94.e. 3. Owner(s) name and address: Ce 'F..y R-` usk'S 12So kM M 35433 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: t - -J ° 'TC .) 5. Surety: (Payment bond required by owner from contractor, if an Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differe' .ate is sp 'fled) Si• ature of Owne Print Owner's Name Sworn to and subscribed Notary Public Print Notary's Name 123.01 -52 PAGE 4 5/06 N4144 % 2 i-S `FL �33 - r (2(t)'t\ this 'day of Pfd Ste__ , 200 . NOTARY PUBLIC - STATE OF FLORID Pablo Perez De Guzman Address: • = Commission 45 4 12, 2010 ED THRU ATIA.Vr : i.':. My commission expires: =-� 12tZo- / /Z-- 52 -Sf /- I CFN 2006R1180077 OR Bk 25065 Ps 3454; (1 RECORDED 11/02/2006 12 :50:37 HARVEY RUVINE CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE om notices or other documents may be served as Prepared by /him 6 0 /-4/Az &V* f'C.33/3:1 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip The foregoing in day of 430 who is personall 7klUQ$ c,(co NOTARY PUBLI Sign. Print: I14 d i a .in (ic ••••,,,,• x 's: J 1 ih 1i, 2010 My Commission Expires$ONDED THRU ATLANTIC BONDING CO., INC. APPLICATION APPROVED BY: Chc 10/14/03 Owner j t as ackn Z00$4: by_ identification and who did take an oath. PUBLIC -STATE OF FLORIDA Pablo Perez De Guzman Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comma . r ment be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue- o " h poste d otice, the inspection will not b. approved arr a reinspecti ee will be charged Agent edged b; fore m ethis enitS to me or who has produced Vt. who is personally kno DD562802 The foregoing instrument was acknowl ged before me this as id and who did take an oath. RIDA Guzman NOTARY PUBLIC: NOTAR Sign: Print: My Commissi " *1* '[tff. ATLANTIC SONDLNG CO., INC. ** *aeaaaa* *tea* o4,Aaoea **aanaa, sea ***** *i,a * * ***** date* * * ** ***** * *** *** ** ***aa *ff *i2aa** *see * *0**** * * ** * ** *** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. 00 6S 0 0 e d fl4 ffi$' *O* ' * * *** * **000* *00 # #OooaO #00 #WO+IIt **G *** * *0430** '$*' }***' ** * * * * * ***4 **4 '4' ****** * **4 **** ** * * * * * * *** Plans Examiner Engineer Zoning 0 144x87 n Q . (h ) fl 1,/ J n r enw 61x80 232x82 149x75 74x51 43x64 1250 NE 93rd STREET RIVAS a s o7 a F9:.,Ege II DP S 19x39 43x64 ro 60x80 112x39 38x39 39x39 54x39 38x39 60x80 38x39 MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nelson's Hurricane Shutters 7548 NW 8` Street Miami, Florida 33126 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 M"AMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to ?erform 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " Bertha High Velocity " Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 04 -118, titled " Bertha High Velocity Accordion Shutter System ", sheets 1 through 14 of 14, prepared by Tilteco, Inc., dated September 29, 2004, signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page(s), as well as approval document mentioned above. The submitted documentation was reviewed by I Helmy A. Makar, P.E. f1 �•� NOA No 04- 1019.02 Expiration Date: 12/02/2009 I . /00004 4 proval Date: 12/02/2004 Page 1 Nelson's Hurricane Shutters NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS: .1. Drawing No. 04 -118, titled " Bertha High Velocity Accordion Shutter System ", sheets 1 through 14 of 14, prepared by Tilteco, Inc., dated September 29, 2004, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS: 1. See Association's generic approval under 04 - 0052. C. CALCULATIONS: 1. See Association's generic approval under 04 - 0052. D. QUALITY CONTROL 1. By Miami - Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 04 -0052. E -1 4 Helmy A. Makar, P. E. Product Control Examiner NOA No 04- 1019.02 Expiration Date: 12/02/2009 Approval Date: 12/02/2004 1. BERTHA HIGH VELOCITY ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P. A. D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2001 EDITION 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 1619 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT, USED IN THEIR ANALYSIS. BERTHA HIGH VELOCITY ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1606.1.4 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01 -03 AND #0715.01 -03 AS PER TAS -201, TAS -202 AND TAS -203. 2. HIGH VELOCITY (H.V.) ACCORDION PINS, USED AT BLADE'S KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14 x 2.75 AND #14 x 1.75" RESPECTIVELY, 410 —HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD POINT AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA H.V. DACROSHIELD® COATING SYSTEM AS MANUFACTURED BY GEORGIA METAL COATINGS COMPANY. PINS MUST BEAR THE H.V. MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD POINT AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024 —T4 ALLOY AND TEMPER, ASTM A -307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIFICATIONS. 7. THIS BERTHA HIGH VELOCITY ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 9. EACH UNIT MUST BEAR A PERMANENT LABEL A VISIBLE PLACE WIT.,WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK W) OR ALTERNATE LOCK WI) MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK W (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK ® , OR AN EGRESS H.V. LOCK WW SHALL BE USED. 10. SHUTTER'S MANUFACTURER STAMP SHALL BE PLACED ON THE EXPOSED SURFACE OF THE CENTERMATE ©" OR „ Q ". ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: NELSON'S HURRICANE SHUTTERS. MIAMI, FL. 33126 MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. MIAMI —DADE COUNTY OCT 01 2009 P.E. SEAL /SIGNATURE /DATE 11. BERTHA HIGH VELOCITY ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE 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 OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (P.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. 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. /1 [NC. \ TILLIT TESTING & ENGINEERING COMPANY 8595 N.W. 36th. St., Ste. 217, VIRGINIA GARDENS, FLORIDA 33168 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tilteco ®aol.com EB- 0008719 WALTER A. TILUT Jr. P. E. FLORIDA Uc. # 44167 q? 3 V = iZEax: 2 DEPT } `631. 4 22i -7 -_:' s 4C: ?',; CT iO CO :11'LI AN. ' tn!1T i / ., 7-a7- (ASSA #319) 7548 NW 8 STREET MIAMI, FL. 33126 PHONE: (305)310 -6195 AT LO7AT AND COU1!TY 1111 t.E "S n1n Far C tiiJ: � J f ' LOb m 00000000p • • • •. • • •••• • • •••. • • •• .• • • • 0 • • • 0 • • •. • 1 © 2003 EASTERN METAL SUPPLY, INC. www.r■ ■ • L,�lun AL� ,��� • ••.• • • •.•• • •• • • • • .. ••. • • • •••• • • e ••. • • • • • •• • • • F.B.C.(H.Y.H.L) MIAMI —DADE COUNTY TIELSOWS HURRICANE BER i TATM n VELOCITY ■ T SHUTTERS ACCORDION SHUTTER SYSTEM • � • • • 1 X Y t 1° 1" 0.062" 1" 2" 0.062" 2 2 0.082" 2 3" 0.062" 2" 4" 0.062" 2" 5" 0.062" X Y t 2" 2 0.125" 3 3' 0.090" HV BLADE # A COVERED UNDER US PATENT # 5458179 ® HD 2" (Max.) BB/ HEADER /S LL # 2 HV ADJ. ADAPTER W /LIP VARIES 2 1.918' H.V. 2" (Max.) DIRECT MOUNT O 0 0 .250 -�I TYP. 00 3" FLOOR ANGLE Aaaravved as complying with tb Florida Cad Date o 2 c NOAN •�' ' MIan i de Pr/elect Control Division O O HV CEILING HEADER # 1 ®HV ADJ. TRACK ©NV CENTERMATE # 1 (SELF MATING) 0 O O fV . TYP. VARIES FROM 2.000" TO 5.000" OB.O. WALL ANGLE CO 0 0 .100" 1 / \ VARIES 1 " �. Max. .060' ®S D, I E AN GLE 1.915° 0 .083 S 670 a;Q• 3.5200 ©HV 1 " (Max.) B/O HEADER /SILL V WALK —OVER TRACK HV FLOATING �ENTERMATE_� .083 CO .060 CO X NELSON'S HURRICANE SHATTERS . r r�r rte.' ®HD CEILING HEADER/ALL # _7 ®HV 90 STARTER • • • ® 2003 EASTERN METAL SUPPLY. INC. • • • • • • • • • • •. • • • ® HV CORNIER CE4ITERMATE # .3 • . ®CORNER POST F.B.C.(H.V.H.L) MIAMI —DADE COUNTY • • BERTHATM HIGH VELOCITY ACCORDION SHUTTFR SYSTEM • • • •••• eeee • • • • • MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE TILLIT TESTING & ENGINEERING COMPANY 6595 N.W. 36th. St., Ste. 217, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e - mail: tilteco @aol.com E8 -0008719 WALTER A. TILLIT Jr. P. E. FLORIDA LIc. # 44167 (ASSA #319) 7548 NW 8 STREET MIAMI, FL. 33126 PHONE: (305)310 -6195 1/4'- 20x1/2' FLAT HEAD S.S.M.S. (2 TYP.) PLASTIC HEAD MOLDED TO SCREW .00KI G R pa (SEE NOTES ON SHEET 4) .250" O.O. 1/4"0-20 x 3/4" S.S. THUMBSCREW i 4 " -20 DE CAST THREADED HOUSING ENAMEL BAKED PAINTED BRASS CYUNDER & KEYS (CHROME PLATED) ® H.Y. LOCK/ EGRESS H.V. LOCK (SEE NOTES ON SHEET 4) 18 .360" BEFORE RIVETING 1/4"0-20 RIVNUT* ® ALTERNATE LOCK (TO HV LOCK ) (SEE NOTES ON SHEET 4) wn.%rnved as complying with t Florida Bald y o Zi Zo0 vr�s 1A � a 18mrivert ontroi 1E CAST HOUSING ENAMEL BAKED PAINTED CRESS TUR KNOB. BRASS CYLINDER (CHROME PLATED) AFTER RIVETING • 1 /4'D • 3/6"0 -16 ACETAL 1/4" 0 -20 S.S. • THUMBSCREWS THUMBSCREWS *:SERIES 9444 ALUMINUM (2024 -43 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. WHEEL ASSEMBLY AT EVERY OTHER KNUCKLE #2 SHORT RECESSED NYLON BUSHING. HV ACCORDION PIN HV ACCORDION PIN #1 LONG RECESSED NYLON BUSHING. WHEEL CARRIAGE DETAIL, N.T.S. 01 LONG RECESSED NYLON BUSHING. HV ACCORDION PIN HV ACCORDION PIN TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" #14x2 3/4 H.V. ACCORDION PIN N. W/ #8 HEAD 0.188 "0 AISI 302 SERIES S.S. RIVETS AISI 302 SERIES S.S. WHEEL CARRIAGE 3 0 to N #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD (� .315 °0 I i14tt2 3/4" H.V. ACCORDION PIN W/ #8 HEAD i A tV . X 49 4 #3 NYLON HAT WASHER 0.870 "x3/16" THICK NYLON WHEEL. # SHORT RECESSED NYLON BUSHING #1 LONG RECESSED NYLON BUSHIM •..• • • e .. #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD .47 ° • • • 0 tO #1 LONG RECESSED NYLON BUSHING 0000 • • 000. • • • • • • • • •. ••• • • • • 00.41 eeee 0000 • • • .. • • • ASSEMBLY LAYOUT N.T.S. F.B.C.(H.V.H.Z.) MIAMI -DADE COUNTY • • • • • • • + 2003 EASTERN METAL SUPPLY, INC. 11 II MI II AM Ali III MAN 1 / NtLSVN'� HURRICANE dER T HATM n�a�n �c�.vv� z INC. SHUTTERS ACCORDION SHUTTER SYSTEM Mi{$LUs Vawr 41 41__ - Divtsio .. 1 0 , 01 2004 MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE TILLIT TESTING & ENGINEERING COMPANY 6595 N.W. 36th. St, Ste. 217. VIRGINIA GARDENS. FLORIDA 33166 ' Phone : (305)871 -1530 Fax : (305)871 -1531 e -mail: tilteco @aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 (ASSA #319) 7548 NW 8 STREET MIAMI, FL. 33126 PHONE: (305)310• -6195 5 DESCRIPTION SCALE: 3 8 =1 DATE DATE: 9/29/04 W COTES 0 OC NG RO)S OC 1. MANDATORY COLAD A° ONE HV LOCK ® SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO © OR CENTERMATES W /(2) • 1/4 x 1 /2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. yAximum SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES #1 as #2 ON SHEET 9. _u_Il c�><!:•3 dip 1'k u:_ ►._ 0 � _ ► l: �1 _ . __ 0; 2. FLOOR /CEILING INSTALLATIONS); TWO HV. LOCKS ® OR ONE HV LOCK Vi W/ TWO LOCKING RODS Up AT TOP & BOTTOM SHALL BE USED FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. HV LOCK ® SHALL BE ATTACHED TO © OR ® CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK /LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 9. 3. !M ' . ::•►: .nti: (._� 0L: . • . 1 ki.:,:.):. •_:,i •o110 IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS W MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES © OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OPTIONAL CONDfTION #2 (VAUD ONLY WHEN MANDATORY CONDITION #1 OR UMITED MANDATORY CONDITION #2 IS USED W/TWO H.V. LOCKS); LOCKING RODS 0 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDATORY CONDITION #2; ONE HV LOCK ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO QX CORNER CENTERMATE W /(2) 1/4 "0 -20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 0 AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 9. 1 1 6. AL NATE TO MANDATORY CONDITION #1 (V D ONLY FOR SYMMETRICAL CENTERMATES); ONE ALTERNATE LOCK MAY BE USED IN LIEU OF HV LOCK FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S. THUMBSCREW TO © OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. .►.erresyn i as comptyintwith the 'Ileitis Bald o Code Date NOA# cr.. ! Ey ®'svisi0- MIAMI -DADE COUN•IY 1 ENA? E oti 01 2004 N.E. SEAL /SIGNATURE /DATE (lil tn D ! I= v) = V1 V) I /1NC TILLIT TESTING & ENGINEERING COMPANY 6535 N.W. 36th. St., Ste. 217, VIRGINIA GARDENS. FLORIDA 33168 Phone : (305)971 -- 15..'0 . 7Gx : (305)371 -1531 e —mail: tilteco @aol.com EH- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA LIc. 44167 ®OR ©OR® OR ®OR ®¢ O> CO' O> O> O> el t# (0) to ® OR®O ® O J 10RO+OOR UNLIMITED WIDT TYPICAL SHUTTER ELEVATION (ASSA #319) 7548 NW 8 STREET MIAMI, FL. 33126 PHONE: (305)310 -6195 REV. N 1 2 3 4 • • • • • • • • • •• • DESCRIPTION DATE Z axo ! v:(na-‹ zr _� :• • ••• • •• • • • • • •• OP O.R P�£R CENTERI ATE • eeeo • • •••• •••• • • • •• • • •••• • • •••• • • • •••• • • • •••• • • • ••• F. B.C.(H.Y.H.Z,) MIAMI -DADE COUNTY 1 I ® 2003 EASTERN METAL SUPPLY, INC. NELSON'S HURRICANE I BERTHATN HIGH VELOCITY QUI ITT011550 A(`Orlonlnm CUI rrrrn c-vc- rrk A Ufl I I GM, n%• LJlvIV .71 IV 1 1 Li\ J 1 J 1 GIVI SCALE:AS SHOWN DATE: 9/29/04 DRAWING No 04 -11 B SHEET 4 OF 14 POURED CONCRETE REQUIRED c POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS — I EXISTING GLASS 1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) r CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) R 1 r 0 WALL MOUNTING INSTALLATION rn Ili tha a2 NOM# t OR CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) ® WALL MOUNTING INSTALLATION Aeeroved es complying with the : • g Ccd 4/f20 - fl ••t_ —.t :.ho. Pond act .ontrol MIAMI —DADE COUNTY I NSTALLATION DETAILS POURED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS --.4 EXISTING GLASS --1 TILLIT TESTING & ENGINEERING COMPANY 595 N.W. 86th. St, Ste. 217. VIRGINIA GARDENS. FLORIDA 3186 r ICila : (303)671 -1530. Fax : (305)871 -1531 e —mail: tiltcco @ool.corn ER- 0006719 WALTER k TILLIT Jr. P. E. FLORIDA Uc. # 44167 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) ® WALL MOUNTING INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 1/4 ° 0- 20x3/4 S.S. MACHINE SCREWS USING 1/4 ° -20 NUTS ® 12 O.C. 1 Min. EQ 1 Min. 1/4 ° 0- 20x3/4 S.S. PHILLIPS NCRETE ANCHORS TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON USING 1/4 " -20 NUTS GI 12" 0.C. SHEET ® WALL MOUNTING INSTALLATION NELSON'S HURRICANE E .,.. RI /1 T ' co.\ *nu I I cI (ASSA 11319) 7548 NW 8 STREET MIAMI, FL. 33126 PHONE: (305)310 -6195 2 4 NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. * E. D. = EDGE DISTANCE (SEE NOTES & SCHEDULE ON SHEET 11) • • • • • •• • • •00• • • •••• • • •• •. • • • e • • • • • • •• • ® 2003 EASTERN METAL SUPPLY. INC. DESCRIPTION DATE • • • 0000 • •• • • • • • •• ••. • • • •• • see° • • oboe* ••• • • • •• • • • • • F.B.C. MIAMI —DADE COUNTY DRAWING No 04 -118 SHEET 5 OF 14 • •••e • • • • • BERTHATN HIGH VELOCITY AuuurtuiUN SHU I I ER SYS I EM SCALE: 3 8 =1 DATE: 9/29/04 • LIM 0 /1 IEEECO !:e TILLIT TESTING & ENGINEERING COMPANY 6595 N.W. 36th. St., Ste. 217, ViRGNNA GARDENS. FLORIDA 33166 Phone : (305)8%1 -1530 . Fax : (305)871 -1531 - mail• tilteco @col.com EB- CO06710 WADER A. TILUT Jr. P. E. FLORIDA Lic. 44167 NELSON'S HURRICANE SHUTTERS 1 ERS (ASSA #319) 7548 NW 8 STREET MIAMI, FL. 33126 PHONE: (305)310 -5195 © 2003 EASTERN METAL SUPPLY, INC. DESCRIPTION SHEET 6 OF 14 EXISTING GLASS- POURED CONCRETE REQUIRED EXISTING GLASS —.+ 0 FDGF OF — .� SLAB IF j APPUCABLE POURED CONCRETE REQUIRED MIN. SEPARATION TO GLASS 1 (SEE SCHEDULE ON SHEET 9) ® CEILING MOUNTING INSTALLATION MIN. SEPARATION I TO GLASS (SEE SCHEDULE ON SHEET 9) ALTERNATE ANCHOR LOCATION E. D CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) ® FLOOR MOUNTING INSTALLATION t 1 Aaproved as complying with the Florida °oz Lao Date t- NOAH Miami 11 Product -entre! Division BY �.. MIAMI -DADE COUNTY #10x3/4 HEX WASHER HEAD TEK SCREWS ® 12 O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) E. D.* EDGE OF SLAB IF APPLICABLE EDGE OF SLAB IF APPLICABLE INSTALLATION DETAILS UCT 01 2009 P.E. SEAL /SIGNATURE /DATE #14x3/4 S.S. HEX HEAD TEK SCREWS ® 9" 0.C. OR 1/4 ° 0 -20 S.S. M.S. W/ NUT ® 9" 0.C. tN THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE EXISTING GLASS--A MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 9) POURED CONCRETE REQUIRED © WALK MOUNTING INSTALLATION MIN. SEPARATION TO GLASS I <SEE SCHEDULE ON SHEET 9) EXISTING GLASS --I POURED CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) E. D.* 0 EDGE OF SLAB IF APPUCABLE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) E. D.* ® FLOOR MOUNTING INSTALLATION t EDGE OF SLAB IF APPUCABLE NOTE FOR CQMBINATLON OF SECTIONS: 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. * E. D. = EDGE DISTANCE (SEE NOTES & SCHEDULE ON SHEET 11) • • • • • •• • • •• •• • • 00 • • • • • • • e • e • • • • • •• • • • • •••• • • • • •• 0 • • • • •• ••• • • • ee • • ••• • • •••• ••0• • • • •0 • • • • • • F.B.C.(IL ALL) MIAMI - -DADE COUNTY • • • • BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM ANII MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 2 "x2 "x1 /8 "x0' -2 (6063 -T6 ALLOY) ALUM. ANGLE W /(2) 1/4 ° 0 TAPCON ANCHORS TO CONCRETE (TOP /BOTTOM) & (4) #10x1/2' S.S. S.M.S. TO TUBE AT EACH ANGLE. (TYP) OPTIONAL (INTERIOR) #10x3/4" S.S. S.M.S. 12" O.C. FULL LENGHT. ic1 SECTION 12 AT CORNER CENTERMATE #3 EXISTING GLASS Oct 0 1 201:14 P.E. SEAL /SIGNATURE /DATE RCI SECTION 12 SYMMETRICAL CENTERMATES OPTIONAL W/ LOCK ®* (INTERIOR) ALTERNATE SECTION 12 EXISTING GLASS 4 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) SYMMETRICAL CENTERMATES LOCK ®* rn U EXISTING GLASS 6 1/2" MAX. SLACK SEE_ENA WALL _CONNEej` ETA I ON SHEETS J & J 4 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) • •••( •• • ••• • R® SECTION 12 AT SLACK DETAIL (IF APPLICABLE) F.B.C.(M.A.L) MIAMI —DADE COUNTY DESCRIPTION SHEET 7 OF 1 DESCRIPTION SCALE: 3 /a" = 1" DCI U 1 204 P.E. SEAL /SIGNATURE /DATE Xpproved as compiling with tat- B C� too J Date N 0 Miami a Product Control Division By MIAMI —DADE COUNTY 1 1 _ i. UA IILlCitV INC. TILLIT TESTING & ENGINEERING COMPANY S5 N.W. 36th. St., Ste. 217, VIRGINIA GARDENS, FLORIDA 33168 Phan° : (305)871. •1530 . Fax : (305)671 -1531 e —mail: tiltecolkoi.com EH- ouu& WALTER A. TILLIT Jr. P. E. FLORIDA Uc. # 44137 e 2003 •ACTFG■ META" SUPPLY, INC. 1 NELSON'S HURRICANE I BERTHA TN HIGH VELOCITY SHUTTERS ACCORDION SHUTTER SYSTEM (ASSA #319) 7548 NW 8 STREET MIAMI, FL. 33126 PHONE: (305)310 -6195 DAI•t_ 9/29/04 DRAWING No 04 -118 'E ANCHOR 16 EXISTING GLASS MIN. SEPARATION TO GLASS / 1 (SEE SCHEDULE ON SHEET 9) L OR © OR ODOR ® OR 4 CONNECTION DETAIL 10 CONCRETE ■NCHOR v 16° O.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2" MIN. 1/2" MIN. CONNECTION DETAIL POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED— EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 1 BY OR 1/1 ex3" MAX. (6063 -T6) CONT. ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE OF ®) /lippreved as complying with the Merida Biddipg Cod7 Date 121 2. ,3 0 n _ Miami Dade Product Control Divistu MIAMI —DADE COUNTY #10x1/2 S.S. S.M.S. ® 16 O.0 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS 1/2" MIN END CONNECTION DETAIL ® POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED z EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) #10x1/2 S.S. S.M.S. ® 12" 0.0 CONCRETE ANCHOR 12 0.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED IJ SEE DETAIL X FO SIDE CONNECTION TO TRACKS EXISTING GLASS MIN. SEPA TO GLASS (SEE SCHEDULE 1/2 MIN. ON SHEET 9) 1 OR ©OR ®OR® � © ® +0 OR END CONNECTION DETAIL © oR� )+ I©)R© IILIECO INC. TILLIT TESTING & ENGINEERING COMPANY 6.595 N.W.:i6th. St.. Ste. 217, VIRGINIA GARDENS. FLORIDA 33166 Phan : (306)371 -1530 . Fax : (305)871 -1531 e —mail: tilteco @aol.com Ed- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA L'c. # 44157 / fin. V.� OR ©ORCOR® OR 41 + ©OR oR ® +QoR END CONNECTION DETAIL ®3 (2) #14x1 3/4" HV PIN. OR C) OR ©OR® POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) *USE 1 OR 2" MAX. (AS APPUCABLE)x2 /8 "x0' -2 ALUMINUM CUP ANGLE (6063 -T6 ALLOY) AT MIDHEIGHT W /(1) #10x1/2 S.M.S. TO ®& (2)1/4 "0 TAPCONS ANCHORS TO WALL AT 1 0.C. (LOCATE AT EITHER SIDE OF ® ) OR© OR ®OR® OR 1 ) +OORO PLAN (ASSA #319) 7548 NW 8 STREET MIAMI, FL. 33126 PHONE: (305)310-6195 SEE DETAIL X FO SIDE CONNECTION TO TRACKS OR ORCORO OR 1) +OOR END CONNECTION_•pETA'It"® I ♦ REQUIRED ONLY FOR SPANS•GREATER THRIL1 0" (2) #14x1 3/4° HV PIN. DETAIL X VIEW Y ••.• • • .•.• .•• • • • • • • • • • e •. • POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) • • •••• • • •.•• ..•. • e ••� e • • • .• • . OR�t O OR®'; + 0 . QFI CD F.B.C.(11.11.H1.) MIAMI —DADE COUNTY • • • • • • • ® 2003 EAc'TERN METAL SUPPLY, 1 NELSON'S HURRICANE I BERTHATN HIGH VELOCITY SHUTTERS ACCORDION SHUTTER SYSTEM MAXIMUM SHUTTER INSTALLATIONS W/ ONE HV LOCK (SEE SPAN "L +" OR "L - "_ (ft) SYMMETRICAL CENTERM_ATES, & NO LOCKING RODS • NOTE t) MAXIMUM DESGN LOAD (p.e.f.) (1- OR —) CONCRETE & WOOD INSTALLATIONS • ) WALL MOUNTING FLOOR / CEIUNG MOUNTING 1 + (ft) L - (ft) L + (ft) 1- (ft) 30 13' -2" 16' -0" 13' -2" 16' -0" 35 12' -8" 14' -10" 12' -8' 14' -10" 40 12' -3" 13' -10 12' -3 13' -10" 45 11' -11" 13' -1" 11' -11 13' -1 50 11' -7 12' -5" 11' -7 12' -5° 55 11' -4' 11' -10" 11' -4 11' -10 60 11' -1 ° 11' -4' 11' -0 11' -4 65 10' -10" 10' -10" 10' -7 10' -10 70 10' -6 10' -6 10' -2 10' -6" 75 10' -1 10' -1" 9' -10" 10' -1' 80 9' -10" 9' -9 9 ° -7" 9' -10' 85 9' -6" 9' -6' 9' -3" 9' -6 90 9' -3" 9' -3" 9' -0" 9' -3" 95 9' -0" 8' -9" 8' -9" 9' -0" 100 8' -9" 8' -4" 8' -6" 8' -9 105 8' -7" 7' -11" 8' -4 8' -4" 110 8' -4" 7' -7" 8' -2" 7' -11" 115 8' -2" 7' -3 8' -0" 7' -7 120 8' -0" 6' -11" 7' -10" 7' -4 125 ' 7' -10 6' -8" 7' -8" 7' -0" 130 7' -8" 6' -5' 7' -6" 6' -9" 135 7' -7 6' -2 7' -4 6' -6" 140 7' -5 5' -11" 7' -3" 6' -3 145 7' -3" 5'_.9° 7' -1' 6. -0" 150 7' -2 5' -7" 7' -0" 5' -10" 155 7' -0" 5' -5" 6' -10" 5' -8" 160 6' -11 5' -2' 6' -9` 5' -6" 165 6' -10 5' -1" 6' -8 5' -4 170 6' -9" 4' -11' 6' -7" 5' -2' 175 6' -7" 4' -9 6' -5" 5' -0" 180 6' -6" 4' -8" 6' -4 4' -10" 185 6' -5 4' -G' 6' -3" 4' -9 190 6' -4" 4' -5" 6' -2 4' -7 195 6' -3 4' -3' 6' -1" 4' -6" 200 6' -2" 4' -2" 6' -0 "- 4' -5" 205 6' -0" 4' -1" 6' -0" 4' -3" MAXIMUM "L +" INSTALLATIONS SHUTTER SPAN OR "L -" (ft.)* W/ CENTERMATES. !' ICA TWO HV LOCKS OR TWO LOCKING RODS TOP /BOTTOM W/ ONE HV LOCK • (SEE NOTE t) MAXIMUM DESIGN OAD (p.e.f (+ oR -) CONCRETE & WOOD INSTALLATIONS • FLOOR /CEIUNG MOUNTING 1 + (ft) L - (ft) 30 13' -1" 16' -0" 35 ' 12' -7 16' -0" 40 12' -2 15' -2 45 11' -9" 14' -3 50 11' -6" 13' -7 55 11' -3" 12' -11" 60 11' -0" 12' -4" 65 10' -9" 11'-11" 70 10' -7 11' -5" 75 10' -4 11' -1" 80 10' -0 10' -9' 85 9' -9" 10' -5" 90 9' -5 10' -1" 95 9' -2" 9' -10" 100 9' -0" 9' -7° 105 8' -9 9' -4 110 8' -7" 9' -2" 115 8' -4" 8'-11 120 8' -2 8' -9" 125 8' -0' 8' -5" 130 7' -10" 8' -1" 135 7' -9" 7' -9 - 140 7' -7' 7' -6" 145 7' -5" 7' -3" 150 7' -4" 7' -0 155 7' -2' 6' -9" 160 7' -1" 6' -7" 165 7' -0' 6' -4" 170 6' -11" 6' -2" 175 6' -9 6' -0 180 6' -8 5' -10 185 6' -7` 5' -8" 190 6' -6` 5' -6° 195 6' -5 5' -5" 200 6' -4" 5' -3" 205 _ 6' -3" 5' -1" MAXIMUM SHUTTER SPAN "L +" OR "L -" (ft.)* a' INSTALLATIONS W/ OPPOSING CENTERMATES ONE HV LOCK & NO LOCKING RODS (SEE NOTE 1 MAXIMUM DESIGN LOAD (p.e.f.) (+ DR —) CONCRETE & WOOD INSTALLATIONS • _ WALL MOUNTINGS & FLOOR /CEIUNG MOUNTINGS 1+ (ft) l - (ft) 30 12' -3" 14' -9" 35 - 11' -9' 13' -8" 40 11' -4' 12' -9" 45 11' -1" 12' -0" 50 10' -9 11' -5" 55 10' -6' 10' -11' 60 10 10' -5" 65 10' -0 10' -0" 70 9' -8" 9' -8 75 9' -4' 9' -4" _ 80 9' -0" 9' -0 85 8' -9 8' -9 90 8' -6" 8' -6" 95 8' -3' 8' -3" 100 8' -1" 8 105 7' -11" 7' -11 110 7' -8" 7' -7" 115 7' -6 7' -3" 120 7' -4" 6'-11" 125 7' -3 6' -8" 130 7'-1 6' -5" 135 6' -11" 6' -2" 140 6' -10' 5' -11" 145 - 6' -8 5' -9" 150 6' -7" 5' -7" 155 6' -6" 5' -5" 160 6' -5" 5' -2" 165 6' -3" 5' -1 ° 170 6' -2" 4' -11" 175 6' -1" 4' -9" 180 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 5' -e" <. - 1 ° r -_ - - • SEPARATION TO GLASS RE IREMENTS { (1) SEE MINIMUM SEPARATION TO FOR SHUTTERS INSTALLED WITHIN THE ELEVATION OF BUILDING MEASURED SHUTTER. (2) MINIMUM SEPARATION TO GLASS INSTALLED ABOVE 30' -0" ELEVATION MEASURED AT BOTTOM OF SHUTTER • MINIMUM SEPARATION TO GLASS GLASS SCHEDULE FIRST 30' -0" AT BOTTOM OF FOR SHUTTERS OF BUILDING, IS 3 ". SCHEDULE;; LOCK •••••• SHUTTER W/ ONE CONCRETE &SOR: (SHEETS 5 & 6) SHUTTER SPAN INSTALLATION W/ 212AMEDE.C61. CENTERMATES INSTALLATION W/ OPPOSINQ CENTERMATES 105" OR LESS 3 5/16" 4" >105 TO MAX ALLOWED 3 7/8" 4 " MINIMUM SEPARATION TO GLASS SCHEDULE; SHUTTER W/ ONE LOCK & TWO LOCKING RODS OR WITH ONLY TWO LOCKS • • SHUTTER SPAN • INSTALLATION. w' / :INSTA14.44 PN W/ CE�f�d�flA A ' 8.3/$6" _ CENTE,, 2 3/4; • •• 105" OR LESS >105" TO MAX. ALLOWED 3 1/4 • .. .. •.1 44 • 3 l INSTALLATI010 LEGEND • •••••• CONCRETE &SOR: (SHEETS 5 & 6) - WOOD • (SHE :1 14) •• • WALL MOUNTING # 1, 2, 3 & 4 # 1W, 2W, 3W, 4W, 5W & 6W FLOOR /CEILING MOUNTING # 5, 6, 7 & 8 # 8W, 9W & 10W ® 2003 EASTERN METAL SUPPLY, INC. BERTHATIM HIGH VELOCITY A000RD v SHU T i E SYSTEM EV. N DESCRIPTION SCALE: DATE: 9/29/04 DRAWING No 04-1 18 SHEET 9 OF 14 1 SCHEDIZIC # proved as complying whh the tea. Cod Date Z o2 NOM o [7 Division BY OC1 01 20D4 MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE 1 SC�g�2ULE �3 /1 itIiE NC. \ a TILLIT TESTING & ENGINEERING COMPANY 595 N.W. 38th. SL, Ste. 217, VIRGINIA GARDENS. FLORIDA 33168 Phone : (305)871 -1530 . Fex : (305)871 -1531 e —mail: tilteco @aol.com EB- 0006719 WALTER A. ILLIT Jr. P. E. FLORIDA Uc. # 44167 * NOTES: (1) L +: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L -: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /CEIUNG: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN ° L + FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN '"L -" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE minium DETERMINED SPAN BETWEEN "L +" AND "L - (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR /CEIUNG MOUNTINGS: FOR A GIVEN POSmVE DESIGN LOAD: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 += MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE Li -= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 -= MAX. SPAN FOR FLOOR /CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L1 + ° , ° L2 + ", "L1 -" AND ° L2 -" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. • MAXIMUM SHUTTER SPAN "L +" OR "L - FOR INSTALLATIONS INTO WOOD SHALL BE UMITED TO 105 psf. DESIGN LOAD. t CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 4 OF 14. NELSON'S HURRICANE SHUII ERS (ASSA #319) 7548 NW 8 STREET MIAMI, FL. 33126 PHONE: (305)310 -6195 • •••• • •••• •••• •••• • ••• ••• F.B.C.(H.V.H.Z.) MIAMI -DADE COUNTY • • • e 14 6' -0' 14 14 14 7' -0" 14 14 14 8' -0" 14 14 14 9' -0" 14 14 14 10' -0" 14 14 14 11' -0 14 14 14 12' -0" 14 14 14' -0" ANCHORS SPACING Q.E'GER1z TAPCON ALL POINTS SOLID -SET WEDGE -BOLT POURED CONCRETE WALL MOUNTING 1 W O HV WALL MOUNTING 1 W 4 HV r�sltm(h) 1" (Max.)B /O HEADER/ SILL #1 2 (Max.)B /0 HEADER/ SILL #2 14 - 16' -0" 14 - 14 - 8 8 8 8 6 NEGATIVE DESIGN LOAD (psf) 6 14 6 14 6 14 6 14 12 10 12 10 12 10 12 10 6 14 12 10 6 14 12 10 30 40 60 75 90 120 1j0 205 30 14 12 10 9 8 8 "6 3' -0" 14 12 10 9 8 8 6 OR LESS' 14 12 10 9 8 8 6 14 12 10 9 8 8 6 4' -0" 14 12 10 9 8 8 6 14 12 10 9 8 8 6 14 12 10 9 8 8 5' -0" 14 12 10 9 8 8 14 12 10 9 8 8 14 6 14 6 14 12 10 12 10 12 10 14 12 10 10 14 12 10 14 12 10 - 14 12 10 9 8 3.5 14 12 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 14 12 13' -0 14 12 14 12 14 10.5 14 12 14 12 14 8.5 15' -0" 14 9.5 14 12 10 9 8 5.5 10 9 8 8 10 10 10 10 10 9 7 3.5 9 8 4 9 8 6.5 8 5 9 5.5 - 14 12 10 - 14 11.5 7 - 14 12 10 10 9 8 10 5.5 3.5 - 10 6.5 4 10 9 7 4 8 4.5 3 - 9.5 5 3.5 - 10 8.5 5.5 - 6 .3.5 - 7 4 10 7 4 4.5 - 4 5.5 6 .3 5 4 5 - 5.5 - 9 - 4 - 6.5 - YAXi DES GN PRESSU 3 14 12 10 9 - 14 12 10 9 4.5 14 12 10 9 14 12 10 8 8 8 8 8 - - 14 12 10 9 8 5.5 - - 14 12 10 9 8 6.5 - - 14 12 7.5 - 3.5 - 6 14 12 6 14 12 6 14 12 3.5 14 12 4 14 12 6 14 12 10 10 10 10 10 10 9 8 8 9 8 8 9 9 8 8 8 8 8 8 14 14 14 14 14 40 4.5 6 12 12 12 12 12 14 12 14 12 14 12 14 12 14 12 NEGATIVE 60 75 10 10 10 10 10 10 14 12 10 10 10 10 10 10 - 1 - 114 12 10 - - - 14 12 10 - - 14 12 5.5 - DESIGN LOAD 90 120 160 205 9 8 8 8 8 3.5 9 8 4.5 9 8 9 6.5 9 7.5 3 - - 12 - - 14 12 10 9 8 5.5 10 9 4.5 - 6 9 5.5 - 9 8 7 9 14 12 10 14 12 14 12 7.5 - - - 14 - - 14 6 6 6 6 6 6 6 6 3.5 3.5 6 14 12 14 12 14 12 14 12 10 10 10 9 9 10 10 10 8 8 3 5 FOR CONCRETE OR CONCRETE BLOCK INSTALLATIOM (SEE MOUNTINGS 1. 2, 3 do 4 ON SHEET 5) 6 14 12 6 14 12 6 14 12 10 10 10 6 14 12 10 9 6 14 12 10 9 6 14 12 10 9 8 8 8 8 8 8 30 40 60 75 90 120 160 205 30 40 60 75 90 - 12 4 14 12 9 9 8 8 - 14 12 10 8 - 14 12 10 9 - 14 12 10 9 14 12 - 14 12 10 9 8 14 12 10 9 8 - 14 12 10 9 8 - 14 12 10 9 8 - 14 12 - 14 12 - 14 12 - 14 12 - 14 12 - 14 12 - 14 12 14 14 12 12 - 1 14 12 WALL MOUNTING 2 NEGATIVE DESIGN LOAD (psf) t0 10 10 14 12 10 14 12 10 9 8 10 9 10 9 10 9 10 9 10 9 10 - - - 14 12 10 - 14 12 10 - - ' 14 12 10 - 8 8 - - 14 12 10 - - - 14 - 14 8 8 8 8 6 6 6 8. 8 6 6 8 8 8 8 6 5 6 6.5 - 7.5 - 14 14 14 14 14 14 12 12 12 12 12 6.5 10 14 12 9 5 14 12 10 - 14 12 10 - 13.5 10 4 - 14 12 10 - 14 12 7.5 - 12 9 3 - 14 12 7 - 11 8.5 - - 14 12 5 - 14 12 4 - 14 9 - 9 5 - 8.5 3.5 - EGATIE DESIGN 9 9 8 8 8 4 9 8 9 7.5 5 9 6 9 4 3 - 7 4 5 3.5 - 3.5 - 3.5 - WAD (tom 120 160 205 30 9 8 9 8 9 8 9 8 4 - 14 12 POURED CONCRETE CONCRETE BLOCK WALL MOUNTING 3 W D HV WALL MOUNTING 3 W F,7 HV 1" (Ma x.)13/0 HEADER/ SILL #1 2 (Max.)B /0 HEADER/ SILL #2 - - 13.5 10 6.5 5 - - - - 13.5 10 40 60 75 90 120 160 205 8 6 3 14 12 8 6 6 14 12 8 6 4.5 14 12 7.5 3 - 14 12 8 5.5 - - 14 12 8 4 - 14 12 10 9 10 9 10 9 10 9 8 8 6 8 8 6 8 8 6 8 7.5 5.5 10 9 8 8 6 10 9 8 8 3 114 12 10 6 14 12 10 6 14 12 10 - 14 12 10 5 14 12 10 3.5 14 12 10 3 7 5 - - 14 12 10 - - 14 12 10 - - 14 12 10 - 14 12 10 9 8 9 8 8 9 8 8 8 8.5 3.5 6 4 - 14 12 10 - - 14 12 10 14 12 8 14 12 10 9 8 5 - - 14 12 10 - 14 12 10 - 14 11.5 7 - 14 12 10 5 - 14 12 10 - 14 12 10 - - 14 12 10 9 5.5 - - - 14 12 10 - - 14 12 10 - 12 9 6 - 14 12 10 - 12 9 6 - - 14 12 10 8 - 14 12 10 - 14 12 10 5.5 - - 14 12 10 - - 11 8 5.5 11 8.5 5.5 - 14 12 10 5 - 14 12 10 - - 14 12 6.5 14 12 10 - - 14 12 4.5 14 12 7.5 - 14 12 10 14 12 10 14 12 14 12 14 12 14 - - 8.5 6.5 8.5 6.5 3.5 14 9 7.5 3 4 NECAThE DESIGN LOAD 9 8 7 - 7 5.5 - 6 9 8 8 3 8 3.5 - 3.5 - - 8 3 (a-6 - 14 12 10 - 14 12 10 - 14 12 10 - 14 12 10 - 14 12 9 30 40 60 14 12 10 14 12 10 14 12 10 14 11.5 7.5 14 12 10 14 14 12 10 14 12 9 5.5 - 9.5 7 4 14 12 9 8 14 14 7.5 12 6 12 - - 14 14 14 - * SEE ANCHOR SPECIFICATIONS ON SHEET 1 1 WALL MOUNTING 4 NECATNE DEVON LOAD 75 90 120 160 205 9 8 8 6 6 9 8 8 6 6 9 8 7.5 5.5 3.5 9 8 8 6 9 8 8 6 9 8 8 6 4.5 7 6 3.5 - 9 8 8 5 3.5 6 5 5.5 4 - 9 8 5.5 7 4.5 .3 9 - 10 6.5 - 9 7.5 - 8 5.5 - .3.5 - • • 1 1 Approved as complying with thO Date 0 NOM Miami Dade Preduct BY MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE I / I .1 ii °1mr.111171 7 .° 07 1.1.1.11 1itiC. TILLIT TESTING & ENGINEERING COMPANY EB -0006719 FLORIDA 1_1c. # 44167 NELSON'S HURRICANE SHUTTERS Y548 NW 8 STREET MIAMI, FL. 33126 PHONE: (305)310-6195 • • • • • • • SHEET 10 OF 14 BERTH/km' HIGH vELocirir I 2003 "'TERN METAL SUPPLY. iNC. ACCORDION SHUTTER SYSTEM DRAWING No EDGE DISTANCE VERSUS SPACING FOR ANCHOPS • • •' • • • MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2" EDGE D!ST t 1/4 "0 TAPCON AND SOUD SET AND WEDGE -BOLT FOR E. D LESS THAN THE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR ALL POINT SOLID SET ANCHORS IS 3"). REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL E. D. FACTOR WEDGE -BOLT 1/4 "0 TAPCON _ SOUD SET NM. SPACING = 3" i MN. SPACING = r NIN. SPACING = 3.5" 3" 0.83 0.83 0.78 2 1/2 0.88 0.66 - 2" 0.50 0.50 - ilL.1ECO INC. \ TILLIT TESTING & ENGINEERING COMPANY 8595 N.W. 35th. St, Ste. 217, V1RGNIA CMDET•Tk aCA:DA 33168 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tilteco ©aol.com ER- 0006710 WALTER A. TILLIT Jr. P. E. FLORIDA Uo. # 44167 ► 3111 :r L OTES 0 C : : •U;EuE>, S. POU D CO 1 NELSON'S HURRICANE SHUTTERS (ASSA #319) 7548 NW 8 STREET MIAMI, FL. 33126 PHONE: (305)310-8195 2 0: CO DESCRIPTION DATE SCALE: B OC SUBS DRAWING No 04 -1 1 8 SHEET 11 OF 14 ' r MitlYUM SPAN (ft) OR LES 4 5 ' -0" 6' -0" a'-o- 9 14 14 14 14 14 14 14 10' -0" 14 14 12 12 12 12 12 12 12 12 12 10 10 10 10 10 10 9 10 10 9 9 9 9 9 9 8 9 9 7 8 9 8 8 8 7.5 8 8 6.5 7.5 8 6 6.5 8 6 7 8 5.5 6 8 5 5.5 8 4.5 5 7 4.5 5 6 4 4.5 6 3.5 4 6 7 11 ° -0" 14"-0 15 ° -0 16' -0" 1 1 12.5 14 9.5 10.5 12 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 8 9 10 8 6 7 10 9 9 9 8 8 8 8 8 8 9 8 8 9 8 7.5 9 8 8 9 8 8 6.5 5 4 7 6 4.5 9 8 6.5 6 6.5 5.5 - 5 - 5.5 - 8 - 9 6 - - - 00 LEI 10 6.5 �� 00 FLOOR MOUNTING 6 NEGATIVE DESIGN LOAD (psf) 30 40 60 75 90 120 160 205 14 12 10 14 12 10 14 12 10 9 14 12 10 9 14 12 10 9 14 12 10 9 14 12 10 9 14 12 10 9 14 12 10 9 14 12 10 9 14 12 10 9 14 12 10 9 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 10 10 10 10 10 10 10 10 10 10 10 10 9 9 9 9 9 9 9 9 9 .9 9 9 14 12 10 9 14 12 10 9 14 12 10 9 14 12 10 9 12 10 9 8 10 6.5 5.5 4.5 11.5 7.5 6 5 12 10 8.5 7 14 12 10 14 12 10 14 12 10 14 12 10 9 12 10 14 12 10 14 12 10 - 7.5 14 12 10 14 12 10 NEM MUM" MUNN NEM Nfl I: .5 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 6 6 6 6 6 6 6 6 14 14 14 14 14 14 14 14 14 14 14 14 12 12 12 12 12 12 11.5 12 12 10.5 12 12 10 8 10 9 10 9 8.5 7 10 8 10 9 7.5 6 8.5 7 10 9 7 5.5 8 6 10 9 6.5 7.5 8 5.5 6.5 8 5 5.5 8 4.5 5 7.5 90 8 8 6 1111111111 7 MIN 10 6 5 6 5.5 6 6 5 4 6 4.5 6 6 4 3 5 3.5 6 5.5 5 5.5 8 4 5 7 3.5 4 6 3.5 4 5.5 3.5 4 6 3 3.5 5 3 4.5 1 9.5 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 12 10 8.5 5.5 9.5 6.5 12 9.5 7.5 5 6 6 6 6 6 6 5.5 4.5 6 6 5 6 4.5 3.5 5 4 6 6 3.5 3 4.5 .3.5 6 5 ANC 1S A01Pi�_LEG� Ir TAPCON ALL POINTS SCUD -SET WEDGE -BOLT 12 -0" 14 13.5 13' -0" 14 14 CEILING MOUNTING 5 NEGATIVE DESIGN LOAD (psf) .30 40 60 75 90 120 160 205 X. L. AXI _'UM DES'G "RESSU� ` rT `'' 0 SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. DESIGN NEG ATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE MOUNTINGS 5, 6, 7, & 8 ON SHEET 6) POURED CONCRETE .30 40 D CO FLOOR MOUNTING 7 NEGATIVE DESIGN LOAD (psf) 60 120 160 SPOND G M 205 30 40 12 12 12 11.5 12 12 10.5 12 12 9.5 10.5 12 La___ � ® ® ®0 9 8 - 0 Il 0 9 11 5. 8 5 11 0 Clain 0 7 4.5 IL' 0 0 0.5 8 5 QM - QEME.M111.5 7.5 0010�-gI 6.5 4 57 7 14 12 14 9.5 11 9 10 8 FLOOR MOUNTING 8 NEGATIVE DESIGN LOAD (psi) 60 75 90 8 8 8 8 8 8 8 8 8 7 8 9 7 8 6 10 10 `7.5 10 7 8 10 9 6 5 7 5.5 8.5 4.5 5.5 8 4.5 5 U L,C 0 8 9 6 5.5 6 4 6.5 .3.5 4 6.5 8 5 4.5 5 7.5 4 4.5 7 5.5 3.5 3 3.5 5 120 8 8 8 7.5 8 8 6 7 8 5 6 8 4.5 5 7.5 4 4.5 6.5 3.5 4 5.5 .3 3.5 5 160 3 3.5 5.5 3 3 5 205 3 10 8.5 7 3.5 2.5 4 3 6 4.5 0.5 Q 3.5 - 00 12 9 6 4.5 4 12 7 8 6.5 7.5 - 14 19 7.5 6 - - 6 4 - - - - 7 4.5 0.5 % 0 5.5 4 - - - 6.5 4.5 - - - 9.5 6.5 - - - Approved as eomPlyhia with the �P� Bs ' 0 biter...." DiAle Fra ud s.entral Bluish MIAMI -DADE COUNTY OCT 0 1 2004 P.E. SEAL /SIGNATURE /DATE 1. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (Min. f'c 3 ksi) - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/4 °0 x 3/4" ALL P0:"1TS SCUD -SET AN COS AS DiSTRIBU'iE0 BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4 ° 0 WEDGE -BOLT ANCHORS AS MANUFACTURED BY POWERS FASTENING. INC. NOTES: A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4 ", AND 2 FOR WEDGE -BOLT ANCHORS. A.2) MINIMUM EMBEDMENT OF 1/4 "0 x 3/4" ALL POINTS SOUD -SET ANCHORS SHALL BE 7/8° INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE 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) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (8) TO EXISTING CONCRETE BLOCK WALL - 1/4 ° 0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/4 ° 0 x 3/4" ALL POINTS SOUD -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4"0 WEDGE -BOLT W/ 1/4 ° 0 BLOCK -PLUG ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE -BOLT ANCHORS, IS 1 1/4 ° . 8.2) MINIMUM EMBEDMENT OF 1/4 "0 x 3/4 ALL POINTS SOUD -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH, NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY MOUSER BE t OUND ON THE• • • • • EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEH INO• LAID WALL ,,° FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & 8.2) ABOVE. FOR 4N6RALlA1TONS yet S!DIfa • OR OFS CONSULT THIS ENGINEER. • • • • (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS Al t SP2C OF•THE • ANCHOR'S MANUFACTURER. ••• • • • • SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIOi jS111P f1R ANC1i0A. • (0) • • ••• e ••• . • • • • • eeecee • • F. B.C.(HLY.H.L) MIAMI -DADE COUNTY • • © 2003 EASTERN METAL SUPPLY. INC. BERTHATM HIGH VFLQC!TY ACCORDION SHUTTER SYSTEM + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOUD WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 13 & 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 7W, SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 1997 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ G =0.55 (N.D.S) - DOUGLAS FIR W/ G =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ G =0.43 (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 INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. MIAMI -DADE COUNTY IILIECO TILLIT TESTING & ENGINEERING COMPANY 595 td.W. 39th. St., Sts. 217, VIRGINIA CAROMS, FLORIDA 33199 Phone : (305)871••1530 . Fax ; (305)871 -1531 e -mail: tilteco ©aol.com FR- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lie. 44167 SHUTTERS (ASSA #319) 7548 NW 8 STREET MIAMI, FL. 33126 PHONE: (305)310 -6195 DESCRIPTION • • • • • •• • • •••• • •••• • • •• •• • • • • • • • • • • •• • 0 2003 EASTERN METAL SUPPLY, INC. • • • •••• • • •••• • • •• • • • • •• ••• • • • • •••• • • •••• •• • • •••• • • • • • ACCORDION SHUTTER SYSTEM • F.B.C.(H.V.H.L) MIAMI -DADE COUNTY NELsoI'I fPRRIVNfE °Q.R i HATM Usil l`�i i u.ELorkw w, • • DRAWING No 04 -118 SHEET 12 OF 4 OCT 01 20D4 P.E. SEAL /SIGNATURE /DATE DATE SCALE: MAXI 91 R_INC f I A A ,S. ) A CO - ES 'QI ;'rl. C ':BMA SPAN NEGATIVE DESIG LOAD AND A C O S P A C L G f jr SCHEDULE_ MOUNTING TYPE. MR SS . A GIVEN MAX. SHUTTER CORRESPONDING (SEE MOUNTINGS ON SHEETS 13 & 14). MAXIMUM SPAN (ft) SOUTHERN PINE No. 2 W MIN. G =0.55, DOUGLAS FIR W/ MIN. G =0.50 a SPRUCE PINE FIR NORTH W/ MIN. G =0.43 SPRUCE PINE FIR SOUTH W/ MIN. G =0.36 PLYWOOD w WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W _ FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS = 1 W, 2W, 3W & 6W CEILING MOUNT $W FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS ` 1 W, 2W, 3W & 6W CEILING MOUNT 8 FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS 4W & 5W NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3' -0" OR LES 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 4' -O" 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 5' -0" 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 1 0 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 .. 6' -0" 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 1 2 10 1 0 9 8 5 6 6 6 5.5 5 4.5 1 2 1 0 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 7'-O" 12 10 10 9 6.5 4 6 6 6 5.5 4.5 4 1 2 10 1 0 9 5 3 6 6 6 5 4 3.5 1 2 10 1 0 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 8' -O' 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 4.5 3.5 3 12 1 0 10 4 - - 6 6 5 4.5 3.5 3 6 5 4 - - - 9' -0" 12 10 10 5 3.5 - 6 6 5.5 4.5 3.5 3 1 2 10 9 4 - - 6 6 4.5 4 3 3 1 2 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - - - 10' -0" 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 3.5 3 - 1 2 10 3 - - - 6 6 4 3.5 3 - 6 5 - - - - 11'-0" 12 10 5.5 - - - 6 6 4.5 - - - 12 10 4.5 - - - 6 5.5 3.5 - - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - - 12' -0" 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5 - - - 6 5 3.5 - - - 1 2 10 - - - - 6 5 3.5 - - - 6 5 - - - - 13' -0" 12 10 - - - - 6 6 - - - - 12 10 - - - - 6 4.5 - - - - 1 2 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 14' -0" 1 2 10 - - - - 6 5.5 - - - - 1 2 7 - - - - 5.5 4.5 - - - - 1 2 7 - - - - 5.5 4.5 - - - - 6 3 - - - - 15' -0" 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - - 16' -0" 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 11.5 - - - - - 5 - - - - - 6 - - - - + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOUD WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 13 & 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 7W, SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 1997 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ G =0.55 (N.D.S) - DOUGLAS FIR W/ G =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ G =0.43 (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 INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. MIAMI -DADE COUNTY IILIECO TILLIT TESTING & ENGINEERING COMPANY 595 td.W. 39th. St., Sts. 217, VIRGINIA CAROMS, FLORIDA 33199 Phone : (305)871••1530 . Fax ; (305)871 -1531 e -mail: tilteco ©aol.com FR- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lie. 44167 SHUTTERS (ASSA #319) 7548 NW 8 STREET MIAMI, FL. 33126 PHONE: (305)310 -6195 DESCRIPTION • • • • • •• • • •••• • •••• • • •• •• • • • • • • • • • • •• • 0 2003 EASTERN METAL SUPPLY, INC. • • • •••• • • •••• • • •• • • • • •• ••• • • • • •••• • • •••• •• • • •••• • • • • • ACCORDION SHUTTER SYSTEM • F.B.C.(H.V.H.L) MIAMI -DADE COUNTY NELsoI'I fPRRIVNfE °Q.R i HATM Usil l`�i i u.ELorkw w, • • DRAWING No 04 -118 SHEET 12 OF 4 OCT 01 20D4 P.E. SEAL /SIGNATURE /DATE DATE SCALE: EXISTING GLASS --u EXISTING GLASS l 2 CONT. WOOD PLATE REQ'D. EXISTING MIN. 2 WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 0 WALL CONNECTION AT TOP MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) WALL FINISH WALL FINISH 1/4 ° 0 TAPCON W/ 1 1/2 Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 12) 2 "x4 CONT. WOOD PLATE R © REVD. 1/4 "0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) 1/2 MIN. CDX PLYWOOD REVD. EXISTING MIN. 2 "x4 STUDS 16 O.C. MAX. REVD. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. 4© WALL CONNECTION AT BOTTOM 1 1 BY Approved as complying with the r__. o_+Aa__ {' Qfl / UO[U g am. Date 12. 0 Z 1404 NOAH 04 —I /$• Miami Dad a Product Control Division MIAMI -DADE COUNTY q EXISTING 1 GLASS --1 EXISTING GLASS --.-P LLAT N DET LS 1/2" MIN CDX PLYWOOD REQ'D. WALL FINISH 1 WALL FINISH EXISTING MIN. 2 WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) OCT 012DD4 R.E. SEAL /SIGNATURE /DATE 1/4 ° 0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 12) 1/4 ° 0- 20x3/4 S.S. MACHINE SCREWS W/ 1/4 ° -20 NUTS @ 12 O.C. I / 1 ° Mn.—" i 2© WALL CONNECTION AT TOP 1 q fil) WILL CONNECTION AT BOTTOM 1 Min. 1/4°0 S.S. MACHINE SCREWS W/ 1/4 " -20 NUTS © 12 O.C. 1/4"0 TAPCON W/ 1/2 Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) i1iEG TILLIT TESTING & ENGINEERING COMPANY 8593 N.W. 38th. St., Sta. 217, VIRGINIA GARDEN'S. FLORIDA 33168 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: iilteco @aol.com EB- 0005719 WALTER A. TILLIT Jr. P. E. FLORIDA Lia. # 44167 II EXISTING GLASS-41 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) Vx4 CONT. SILL PLATE REQ'D. WALL CONNECTION AT BOTTOM MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) (ASSA #319) 7548 NW 8 STREET MIAMI, FL. 33123 PHONE: (305)310 -6195 1/4 ° 0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD PLATE . (SEE SCHEDULE ON SHEET 12) 1/4'0 - 20x3/4" S.S. MACHINE SCREWS USING 1/4 " -20 NUTS ® 12 O.C. 1/4 ° 0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA < MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 12) 0 KAII_CAINN_E_C_TION AT BOTTOM F.B.C.(HAMEL) MIAMI -DADE COUNTY ® 2003 EASTERN METAL SUPPLY, INC. NELSON'S HURRICANE I BERTHATM MIGH VELOCITIFI SHUTTERS ACCORDION SHUTTER SYSTEM EV. N. DESCRIPTION DATE 2 0: 1 — SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. • • • • • •• • • •0.0 • • •••• • • •• 0101 • • • • • • • s • • •• • • • 0100• • • 0000 • 00 • • • • • 010 0101• • • • • •••• 00•• •••• • • e • • • • • • • SCALE: ►A .. DRAWING No 04 -118 SHEET 13 OF 14 OCT 012DA4 P.E. SEAL/SIGNATURE DESCRIPTION SCALE: 3/9° = t° DATE: 9/29/04 DRAWING No 04 -1 SHEET 14 OF 14 - #14x3/4 S.M.S. 6 0.C. OPEN HOLE AT EACH STUD TO ACCEPT 5/16 ° 0 LAG SCREW AT CENTER OF TUBE. EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) EQ EQ 2 MIN. ® ® ® HOLLOW CEILING MOUNTING INSTALLATION EXISTING GLASS -- MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 1/4 ° A TAPCON W/1 1/2 Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 12) 2 MIN. C*1 FLOOR CONNECTION i 1'x4 ° x1 /8 CONT. ALUM. TUBE (6063 -T6 ALLOY) W/ (3)5/16 ° 0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2 Min. NOMINAL WIDTH ) W/ 2° Min. PENETRATION OF THREADED AREA. VAUD FOR INSTALLATIONS WITH 72psf MAX. DESIGN LOAD AND 9' -0 MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR W000 W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. 2 MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPUCABLE Approved as complying with the Florida i id o ? Date 7tc 4 na — 1014.02 Miami Dade Product Control Qlebic By MIAM! -DADE COUNTY EDGE (IF APPUCABLE) EXISTING WOOD TRUSSES OR RAFTER 24 O.C. REQUIRED EXISTING SOFFIT 3/4° Max. THX. 1. .SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 4 ° 118 ° (Mtn.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4°:5 TAPCON tv/ 1 1/2 Min. PENETRATION OF THREADED AREA TO EXISTING WOOD BEAM. (SEE SCHEDULE ON SHEET 12) EXISTING GLASS — I 2 MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) SOF MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS EXISTING ' (SEE SCHEDULE GLASS\ ON SHEET 9) EDGE OF DECK IF APPLICABLE ALTERNATE ANCHOR LOCATION w IT MOUNTING INSTALLATION 1/4 ° 0 TAPCON W/1 1/2 Min. PENETRATION - OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 12) /1 itE INC. \ \ I TILUT TESTING & ENGINEERING COMPANY 6395 N.W. 38th. St.. Sta. 217. VIRGINIA GARDENS, FLORIDA 33168 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tilteco@aol.com EB- 0006719 WALTER A. `FILM Jr. P. E. FLORIDA Uc. 44167 FLOOR CONNECTION 610x3/4 HEX WASHER HEAD TEK SCREWS 0 12 O.C. EDGE OF DECK IF APPLICABLE 2 ° tt4 ° MIN. WOOD STUDS. (AS APPUCABLE) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) NELSON'S HURRICANE SHUTTERS (ASSA #319) 7548 NW 8 STREET MIAMI, FL. 33126 PHONE: (305)310 -6195 END CONNECTION DETAIL ©ORcOR ©OR B OR OOROi- END CONNECTION DETAIL (1 • • 2 ° x4 ° MIN. WOOD • • STUDS REQ'IT. • • ® 2003 EASTERN METAL SUPPLY, INC. 1/4 ° 4 TAPCON ANCHOR @ 6 O.C. W/ 1 1/2 MIN. PENETRATION INTO STUDS OR W/ MIN. 1/2" PENETRATION TO 1/2 CDX PLYWOOD IF NO STUDS EXIST. 1/2 MIN. CDX PLYWOOD. • •& •••• • • 1/4 iAPCO ANCHORS • �V/ 1 172°1741N. •••• • • • 'PENETRATION 0 12 C.C. •. •• • •••• F.B.C.(H.VJH.L) MIAMI -DADE COUNTY •• • •0•• 0000 BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM •� •000 0004 •