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WS-07-1198
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/24/2007 Inspector: Grande, Claudio Owner: WESTON, MICHAEL Job Address: 660 98 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PERFECT STORM SHUTTERS Block: Permit Type: Windows /Shutters N. Inspection Type: Final Work Classification: Shutters Phone Number Parcel Number 1132060171810 Lot: Phone: (305)256 -8085 Building Department Comments 17 OPENINGS JUL 2 4 211? 1(aw Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, July 23, 2007 Page 2 of 2 ,Ros NOTICE OF COMMENCEMENT A RECORDED {{COPY 'MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.( OP� J — 1 t Z( TAX FOLIO NO. 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. 11111111111111111111111111111111111 1111 111111 CFN 200780602836 OR Bk 25706 Ps 15006; (1as ) RECORDED 06/15/2007 14 :47408 HARVEY RUVINr CLERK OF COURT MIAMI —DADE C:OUI'1TY r FLORIDA LAST F'AGE 1. Legal description of property and street/address: ao 46E- cm 2. Description of improvement: 14 4—, 4"' C con-e. % Lt,. 4r. C4' 3. Owner(s) name and address: \ . '-L\ \ 6'r) (OE. r S i fY■ euA r. c ` v., t Interest in property: Ylvo r Name and address of fee simple titleholder: X4. Contractor's name and address: (2-0- ^ Cc-e �'^^ J���te$$ _ `:� a 5e ;RQ,r�r�'--' t' al 7 \ I t" . 331 sk 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 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 different date is specified) =ie ature of O ner Print Owner's Name rn I 0.,\00-0 L e \en • Sworn to and subs Notary Publi Print Notary's My commissio 123.01 -52 PAGE 4 8/02 before me this "spared by \4 ;C"\rsee- 15 day of �.Jvl fQ , 20��//� Address: j t d C. 25 Sar 14-1 t ( C--S expires: Mabel m y ... masslon #DD67s1 i mauenancsonam STATE OF FLORIDA, COUNTY OF DADe EBY CERTIFY That this is a i ' A err In This ,. ecc on 'r -3`' day cf e , 0 4 6 1 co\is1 ' Miami Shores Village � rn) � `� Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No BUILDING +°° . Ili/ PERMIT APPLICATION JUN 0 8 2007 "' Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing 3os.) Phone # '31 - z1 -lY(o M 1 Owner's Name (Fee Simple Titleholder) Owner's Address Lp lj 0 City V1■400n%.. v & Tenant/Lessee Name State cit6LE ( UJ,es ro r� Zip 33 I3$ Phone # Job Address (where the work is being done) (.9fie 0 NE Q 8 S City Miami Shores Village County Miami -Dade Zip 3 3 CS -93, FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ?cr Phone # 3oS) . - (-P - % 01 S Contractor's Address 14 31 S L ), 13014." C City M 1®wnA State f j Zip 3 313 (o Qualifier Name . s c zo w, C 2 0 Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ % le 3 00 Type of Work: ['Addition ,]Alteration Describe Work: Square / Linear Footage Of Work: ❑ Repair/Replace ❑ Demolition **************** * * * ** **** * *** ** * * * * * ** *Fees*,, * *, * * * *, , * * * ** * * * * *** * *****,� * * * * * ** *,� * *,� Submittal Fee $ Permit Fee $ /DI.! ' CCF $ - 20 CO /CC Notary $ Training/Education Fee $ t - "l0 Technology;' Fee $ log Scanning $ 0.---- Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ - � - . See Reverse side ---> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgagislt zinc's Name (iplicagble) Mortgage Lender's Address City State Zip tie 0 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 oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print Print: My Commission Expires: •My Commission Expires: *******************************A* t**** a+ ** *** * * * ** * * *, rat * * * **** *, ** * * ** * * * **** * ** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning onding 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 A}}FIl)AVIT: 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 Own- or Agent The foregoing instrument was acknowledged before me this day ofJLe , 20(1, by who is personally known to me or who has produced. NOTAR Sign: %L_1 Print: My Commission Expires: As identificatiomau o did take an oath. ary Public State of Fforlda IC: s, Jeanette Aleu My Commission DD379345 Signature P.• Contractor The foregoing instrument was acknowledged before me this 1 day of J(°It , 20 (®'), by who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: as identification and who did take an oath. Notary Public State of Florida Jeanette Aleu (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ****************************** * * * * * * * * * * * * ** * * * ** * * * * * * ** * *** * * * * * * *** APPLICATION APPROVED BY: Chc 10/14/03 * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village Building Department 0i31 NAM& AMMO. Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date ao BUILDING CRITIQUE SHEET 4,00;4 Aid * / y tge Ltd x_Afek Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 • • ••• • • • ••• Perfect Storm Shutters, Inc. •. • • . • . • • .. • • • • • • • 14372 SW 139th Court, Miami, 1133i8, ••• • • •;• • •• K. Customer #: 1).SS As- : iiCiLstomer ]Naha?: • o0)t IN '� •••• • ••• •• Address: ( (00 N S + bM i �na'C- 3?) L3 a, •• • • • •• ••• •• Mean Roof Height ) '. • •: Miami Shores Building Department Product Approval Schedule / Comparison Chart Address:(' Q tee' '(S? sl Permit No. 6 Z— !6476 Impact Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required 11) or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No (+) PSF ( -) PSF ( +) PSF ( -) PSF 1,. ee( LJ)��1"fgtay�7Pt , , ;'c -o //,, 06 �Fs ?lams s6t PiaNS 5' x 80 �/6-a Z A S A % l{�a7 io C/ 3l ',,. 0 ("b -ow i i`9 k' 4'o X 0 '! G s S Le-6 Pa in C ?el?' /1(v - al(l .o &7 n0 '7? k A 0 Ys < y • • ••• • •• • • • • • • • ..a• • • • • • 00.0_0 fiats •• •• • 1100• • • • • •••• ■ • • • _ 000• • • • ••• • •• • • • •••• • • . • Perfect Storm SHUTTERS INC. License # 2851203 14372 SW 139 Court Miami, F133186 305- 256 -8085 PH. 305- 256 -8099 FX. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• Hurricane Shutter Product Approval Form Date: Municipality: Miami Dade Dear Building Official: Perfect Storm Shutters, Inc. is the Dade County Notice of Acceptance fro the following: Product Description: "Bertha" High Velocity Aluminum Accordion Shutter System Product Approval: #06- 0111.06 This letter authorizes PERFECT STORMS SHUTTERS INC to use the above mentioned product at the following job site: MI 0_,VIUFA Q-SA-00 ‘NA.j. S te £ 3313', Perfect Storm Shutters, Inc. Jose Romero President 1: This form must accompany the application for the building permit and shall become Part of the permit documents. 2: The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. Mean Roof Height (Ft.) DESIGN PRESSURES (PSF) FOR ZONE 4 Mean DESIGN PRESSURES (PSF) FOR ZONE 5 Span ,( 7' -9" 7' -9" „( Span ,( 12'-3" Span ),12' -3" Height (Ft.) Span ,( 7' -9" 7' -9" ,( Span ,( 12' -3" Span ),12' -3" (•) ( -) (•) ( -) (•) ( -) (•) ( -) (•) ( -) (•) ( -) 0-15 42.5 48.1 40.4 43.9 37.7 41.3 0-15 42.5 , 56.7. 40.4 52.0 37.7 46.5 15 -20 45.2 48.9 42.9 46.7 40.0 43.9 15-20 45.2 80.2 42.9 55.3 40.0 49.4 20-25 47.4 51.3 44.9 48.9 42.0 46.0 20 -25 47.4 83.1 44.9 57.9 42.0 51.8 25 -30 49.2 53.3 46.7 50.8 43.8 47.8 25 -30 49.2 85.6 48.7 60.2 43,6 53.8 30-40 52.3 58.8 49.6 54.0 48.3 50.7 30 -40 52.3 69.7 49.8 63.9 48.3 57.2 40 -50 54.8 59.4 52.0 58.8 48,6 53.2 40 -50 54.8 73.1 52.0 67.0 48.8 59.9 50 -60 56.9 61.7 54.0 B8.8 50.5 55.3 50 -60 56.9 75.9 54.0 69.6 50.5 62.3 80.70 58.8 58.8 58.8 58.8 53.5 55.4 60 -70 58.8 107.8 58.8 107.8 83,5 92.7 70.6g..:80.5 • 60d8 • 84.5• • • , 80.5 55.0 57.0 70-80 80.5 110.9 80.6 110.9 55.0 95.4 80ie• • •82.0 .4824. 61.0. ; 62.0 58.4 58.4 80 -90 62.0 113.7 82.0 113.7 56.4 97.8 9046..63.4 .834 • • • 63•49 •: • • 83.4 57.6 59.8 90 -100 83.4 116.2 63.4 118.2 57.6 100.0 100.40, •65.9 .86.9 • • 85,6.. • , 65.9 69,9 82.1 100 -120 65.9 120.8 65.9 120.8 59.9 103.9 12VrAt :88.1 85.1 66d•.., ° 88.1 81.9 64.1 120-140 68.1 124.8 68.1 124.8 81.9 107.3 140!160 ** 68.2 *jar ° 66.2 0. • • 1 68.L 82,0 64.3 140 -160 68.2 125.1 88.2 125.1 82.0 107.8 •i4•. 160 -180 71.8 ••.• 6.7.44° • 4 71.8 71.8 85.2 87.8 160 -180 71.8 131.5 71.8 131.5 85.2 113.1 180-200 73.4 73.4 73.4 73.4 68.7 89.1 180 -200 73.4 134.5 73.4 134.5 88.7 115.7 200 -250 78.9 76.9 78.9 78.9 89.9 72.5 200 -250 78.9 141.0 78.9 141.0 69.9 121.2 250 -300 79.9 79.9 79.9 79.9 72.8 75.3 250.300 79.9 148.5 79.9 146.5 72.6 128.0 300 -350 82.5 82.5 82.5 82.5 75.0 77.8 300-350 82.5 151.3 82.5 151.3 75.0 130.1 350 -400 84.9 84.9 84.9 84.9 77,2 80.0 350-400 84.9 155.6 84.9 158.8 77.2 133.8 1-400 -450 87.0 87.0 87.0 87.0 79,1 82.0 400 -450 87.0 159.5 87.0 159.5. 79.1 137.2 DRAWN: M.V. CHECK: E.E. DESIGN: E.E. CHECK: M.V. APROVED BY: M. Villanueva WIND PRESSURES FOR COMPONENTS AND CLADDING, FLORIDA BUILDING CODE (2004) & ASCE 7-02 Morgan YIDDewm ®Me 11278 S.W. 153 PLACE MIAMI, FLORIDA 33198 TEL: 786 -281 -6968 TEL: 305-383 -5898 Peak Roof Height WALL ZONE (ISOMETRIC) NTS a: 10% of least horizontal dimension or 40/. of Mean Foof Height, whichever is smaller, but not less than 4% of least horizontal dimension or 3 Ft. GENERAL NOTES 1. Design Parameters: MIAMI -DADE COUNTY Wind Velocity: 146 MPH Exposure: C Wind Directionality (Kd) :0.85 Importance Factor (I): 1.0 Topographic Factor (Kz): 1.0 2. Linear interpolation for intermediate values of height and areas is acceptable. 3. Table with zone pressures is valid for walls only not for roof. 4. If the mean roof height cannot be Identified use peak roof height. 5. Identify zones of the opening as per figure (isometric). ,;; 03/19/7 Morgan Vill nuev P.E. FL. License No. 80292 MIAMMADE COUNTY • • •• •• • • • • • • • • • • •. BUILDING CODE COMPLIANCE OFFICE (B•C40C • • PRODUCT CONTROL DIVISION • • • • • • ••• • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE (NOAH • Perfect Storm Shutters, Inc. 6822 SW 157 Court Miami, Florida 33193 • • • • • • • • • ••• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • •.. • • • • • 440 • WEST FLAGLER STREET, SUITE 1603 • • • • MIAMI, FLORIDA 33130 -1563 • • (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com .• •.. •• • • • • • • • •• • • • • • ••• •• 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 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. 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 ITV " Aluminum Accordion Shutter System APPROVAL DOCUIVIENT: Drawing No. 05 -381, titled `Bertha RV Accordion Shutter System ", sheets 1 through 14 of 14, prepared by Tilteco, Inc., dated December 16, 2005, 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 E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. 030-3/20 a NOA No 06- 0111.06 Expiration Date: 03/23/2011 Approval Date: 03/23/2006 Page 1 Perfect Storm Shutters, Inc. • . ••• • • • •.. • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •.. • • • • •. • • • •• • • ••• •••• .. • NOTICE OF ACCEP12A!TC1 :: VII)EST!i SUBMITTED • • • • • • A. DRAWINGS 1. Drawing No. 05 -381, Wiled "Benfha XiiAMordibn Shutter System", sheets 1 through 14 of 14, prepargab dated December 16, 2005, signed and sealed by Walter A. Ttlt .Iii., 7 E • • "' • • • B. TESTS 1. See Association's generic approval under 05 -0227. C. CALCULATIONS 1. See Association's generic approval under 05 -0227. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0227. F. STATEMENTS 1. Release letter issued by American Shutter Systems Association, dated December 14, 2005, certifying this product to meet the criteria of product tested and approved, and allowing Perfect Storm Shutters, Inc. to use the test results approved under Miami -Dade County Approval No. 05 -0227, signed by Legny Santana. 2. Acknowledgment letter by Perfect Storm Shutters, Inc., dated December 28, 2005, signed by Jose E. Romero. 3. Letter by Tilteco Inc., dated .December 16, 2005, certifying that the drawing (No. 05 -381) prepared for Perfect Storm Shutters, Inc, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA 's generic drawing (No. 05 -072). E -1 1/4, lmy A. Makar, P.E. roduct Control Examiner NOA No 06-0111.06 Expiration Date: 03/23/2011 Approval Date: 03/23/2006 GENERAL NOTES: • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • 1. BERTHA H.V. ACCORDION SHUTTER 9YSTE • 4 •SI11OWN' ON TFIIS VRODUCT APPROVAL DOCUMENT (P. A. D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE. • • • • • • ••• THIS ACCORDION SHUTTER SYSTEM INGSTALLED•AT•H313 V6L_OCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETEIRh4I4D; AS rip S CTION :1 .0 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 LOADS FOR WIND LOADS WAS DI USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM' , ADEQUACY FOR. WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 16j} 144 ;OP 111-gABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01 -03 AND #0715.01 -03 AS PER 1M-20:, 7A$ -02 TAS -203. •• • • • • • ••• •• 2. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14x2.75" AND #14x1.75" RESPECTIVELY, 410 -HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA H.V. DACROSHIELD® COATING SYSTEM AS MANUFACTURED BY APPROVED COATINGS APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATIONS.PINS MUST BEAR THE H.V. MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 -T8 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 STRENGTH 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, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. 9. EACH UNIT MUST BEAR A PERMANENT LABEL A VISIBLE PLACE WI WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK () OR ALTERNATE LOCK MUST BE PROP RLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK (0 , OR AN EGRESS H.V. LOCK SHALL BE USED. 10. SHUirkit'S MANUFACTURER LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE CENTERMATE "©" OR "®" • ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: PERFECT STORM SHUTTERS, INC. MEDLEY, FL. MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. 11. BERTHA H.V. 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 UFE 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 (E.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. F.B.C.(High Velocity Hurricane Zone) Approved as complyingwitl its Florida Baidla Code Z oG Date • NO # • tilarinirt Mod Dade tut COMM if MIAMI —DADE COUNTY a,r P.E. SEAL/SIGNATURE/DATE /1iUiINC.\ TILLIT TESTING & ENGINEERING COMPANY 6355 NM. 38th. St., Ste. 3G5, VIROINIA GARDENS, FLORIDA 33168 Phone : (305)871 -1830 , Fax : (308)871 -1531 e -mail: tilteco ©aol.com E6- 0006719 WALTER A. TIWT Jr. P. E. FLORIDA Lie. >II 44167 PERFECT STORM SHUTTERS, INC (ASST► # 388) 12390 NW 106 h COURT Medley, FL 3178 Phone:(305)885 -0600, Fex:(305)885 -0405 0 2003 EASTERN METAL. SUPPLY. INC. BERTHA HVTN Accordion Shutter System *sv. Na DEscRIPrroa. DATE 2 3 4 S Drawn by: S.M. DATE: 12/16/D5 DRAWING No 05 -381 SHEET t OF 14 HV BLADE — 1 COVERED UNDER US PATENT # •, 441 i9; ;.' i• • • • •.• • • • •.• • • • •• •• • • • • • • • • • .•• • • • • • • • • • •.. • • • • •.• •• • • • •.• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •. •••••••• • •• .. • • • • • •.• •• 0 HD 2" (Max.) B/O HEADER /SILL # 2 0 HV ADJ. ADAPTER W AJP 0 H.Y. 2" (Max.) DIRECT MOUNT HV CEILING HEADER # 1 0 HV ADJ. TRACK 0 3" FLOOR_ ANGLE 0 H CENTERMATE # ' (SELF MATING) VARIES " 1 " 915" �}C HV 1" (Max.) B/0 HEADER /SILL # 1 JO HV WALK —OVER TRACK 0 HV FLOATING CENTERMATE # 2 0 D.O. WALL -ANGLE ® SID SCALE 3/8 " =1" x Y t 1" 1" 0.082" 1" 2" 0.062" 2" 2" 0.082" 2" 3" 0.082" 2" 4" 0.082" 2" 5" 0.082" E� HD CEILING HEADER /SILL # 2 1.'9 " OK $r' /t80" STARTER r 0 14V CORNER CENTERMATE # X Y t 2" 2" 0.125" 3" 3" 0.090" S° CORNER_ -POST F.B.C.(High Velocity Hurricane Zone) Approved SIS COSt0*Mwt *3e.i.Y Florida midi,: Code O No ` =Jemmy. Mad ;r ;,,,,. hotted Control MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE I TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 38th. St, Ste. 305, ARCM GARDENS, FLORIDA 33186 Phone : (305)871 -1530. Fax : (305)871 -1531 e -mail: titteco ®aol.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Uc. # 44187 PERFECT STORM SHUTTERS, INC. (ASSA # 388) 12390 NW 106th COURT Medley, FL. 33178 Phorte:(305)885 -0600, Fax:(305)885 -0405 0 2003 EASTERN METAL SUPPLY, INC. BERTHA HV Accordion Shutter System acv. Na DESCR IP1ION DATE Drawn by 9.M. DATE: 12/ 1 6/05 2 3 DRAWING No 05 -381 SHEET 2 14 VARIES, 12" MIN. • • ••• • • 1.1 •. •• • • • • • • • • • • • • • ••• • • • • . • � T HEAD S.S.M.S. (2 TYP.) © LOCKING ROD (SEE NOTES ON SHEET 4) .. . ,31816.-1„6, ACETAL ••• • • • •• • • • • • •• • • • • • • • • • • • • .• • .•• • • • • • • • • • • • • • • • • • M 875° :Emir rpm PLASTIC HEAD MOLDED TO SCREW 1 aSIC • • • • • ••• • • • • • .. • • • • • ... •• DIE CAST HOUSING ENAMEL BAKED PAINTED 1 4' -2D - tt /2" 1/4"0 1 /4" 0 -20 S.S. HOUSING ENAMEL BAKED PAINTED � & GRASS CYLINDER 1 -BRASS CYLINDER PLATED) (CHROME (CHROME PLATED) H.V. LOCK / EGRESS H.V. LOCK (SEE NOTES ON SHEET 4) j /4 "4 -20 x 3/4" $.S. THUMBSCREW 18" —1 1-350" BEFORE RIVETING 18" AFTER RIVETING 1/41'0-20 R1VNUT* ALTERNATE LOCK (TO HV LOCK (W) ) (SEE NOTES ON SHEET 4) GENERAL SCALE: 3/8 " =1" /Ailk Illf *:SERIES 9444 ALUMINUM (2024 -T3 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 #3 NYLON r' ECESSEO HAT WASHER NYLON BUSHING. Az Y z th ELIT TIT Ill #1 LONG RECESSED NYLON BUSHING. 1111 HV ACCORDION PIN 3/8 "01 #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD 0.188 "1) AISI 302 SERIES S.S. RIVETS HV ACCORDION PIN TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" 60.324 "" 0yp WHEEL - CARRIAGE DETAIL N.T.S. • M AISI 302 SERIES S.S. WHEEL CARRIAGE !11 #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD #3 NYLON HAT WASHER 1,315 "0 se 870 "x3/18" THICK NYLON WHEEL. 476"et # 14x2 3/4" N.V. ACCORDION PIN W/ #8 HEAD #2 SHORT ECESSED NYLON BUSHING 476"m Y BLADE ID' CUL #1 LONG --�� RECESSED NYLON BUSHING #14x2 3/4° H.V. ACCORDION PIN W/ #8 HEAD #1 LONG RECESSED NYLON BUSHING ASSEMBLY LAYOUT N.T.S. F.B.C.(High Velocity Hurricane Zone Approved as ereoplying o the aa> � 4A-(3.6; Q �IQ7_ NON/ c . Maid Nide boded MIAMI —DADE COUNTY P.E. SEAL/SIGNATURE /DATE /1tiNC.\ TIWT TESTING & ENGINEERING COMPANY 8355 N.W. 35th. St., Sta. 305, VIRGINIA CAREENS, FLORIDA 33186 Phone : (305)871 --1530 . Fax : (305)871 -1531 e -mail: fiiteca ®ool.com EB-- 0008719 WALTER A. TILLIT Jr. P. E. FLORIDA Uc. # 44167 PERFECT STORM SHUTTERS, INC. (ASSA # 388) 12390 NW 106th COURT Medley, FL 33178 Phone:(305)885 -0800, Fax:(305)885 -0405 ® 2003 EASTERN METAL SUPPLY, INC. BERTHA HV' Accordion Shutter System. 1 2 DESCRIPTION DATE 3 4 Drown bys 3.M. DATE: 12/16/05 DRAWING No 05 -381 8 SHEET 3 OF 14 a Y BLADE ID' CUL #1 LONG --�� RECESSED NYLON BUSHING #14x2 3/4° H.V. ACCORDION PIN W/ #8 HEAD #1 LONG RECESSED NYLON BUSHING ASSEMBLY LAYOUT N.T.S. F.B.C.(High Velocity Hurricane Zone Approved as ereoplying o the aa> � 4A-(3.6; Q �IQ7_ NON/ c . Maid Nide boded MIAMI —DADE COUNTY P.E. SEAL/SIGNATURE /DATE /1tiNC.\ TIWT TESTING & ENGINEERING COMPANY 8355 N.W. 35th. St., Sta. 305, VIRGINIA CAREENS, FLORIDA 33186 Phone : (305)871 --1530 . Fax : (305)871 -1531 e -mail: fiiteca ®ool.com EB-- 0008719 WALTER A. TILLIT Jr. P. E. FLORIDA Uc. # 44167 PERFECT STORM SHUTTERS, INC. (ASSA # 388) 12390 NW 106th COURT Medley, FL 33178 Phone:(305)885 -0800, Fax:(305)885 -0405 ® 2003 EASTERN METAL SUPPLY, INC. BERTHA HV' Accordion Shutter System. 1 2 DESCRIPTION DATE 3 4 Drown bys 3.M. DATE: 12/16/05 DRAWING No 05 -381 8 SHEET 3 OF 14 • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • NOTES ON LOCKING RODS ( . :+4.04 14 li Atdf) ALTERNATE LOCK; • •• •• • • • • • • • •••• • • • • . MANDATORY CONDMON, #1; ONE :Ht tbClt � MAI:L • B Jl tD FOR ANY SPAN AND INSTALLATIONS AT ANY LEVATION. HV LOCK � ) MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ( OR ENTERMATES W /(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS NDICATED ON TYPICAL SHUTTER ELEVAIIDN..MAXIMUM SAJTTER SPAN SHALL BE DETERMINED AS PER CHEDULES #1 & #2 ON SHEET 9. •• :•: : : :• •• •• • • • • • ••• •• • UMJTFD MANDATORY CONDf11ON #2 ALTERNATE TO MANDATORY CONDITION #1 (VALID ONLY FOR BOTTOM HALLLBBEU SET DN FOR ANY SPAN AND INSTALLATION AT ANY E/VATION. LOCKING HV LOCK ® S A AT BE P TTACHED TO © OR a CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. OCATION OF LOCK /LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. IMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 9. . OPTIONAL, COMMON #1 (VALID ONLY WHEN MANDATORY COMMON #1 IS VSED}; IF DESIRED, FOR EI lt:R PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES © OR e SHALL BE AS INDICATED ON OTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. OPTIONAL CONDITION #2 (VALID ONLY WHEN MANDATORY CONDITION #1 OR LIMITED MANDATORY N #2 IS USED W/TWO H.V. LOCKS); LOCKING RODS © ARE NOT REQUIRED AT HURRICANE POSITION, UT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS U OR AN ALTERNATIVE EVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). MANDATORY CONDITION #2; ONE HV LOCK 49 SHALL. BE USED AT CORNER CENTERMATES FOR ANY SPAN D INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, TTACHED TO ( CORNER CENTERMATE W /(2) 1/4 "0 -20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING ODS QU AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL NUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON HEET 9. . AL + . TE TO MANDATORY CONDITION #1 (y&O ONLY FOR SYMMETRICAL CENTERMATES); ONE ALTERNATE OCK r MAY BE USED IN LIEU OF HV LOCK (1) FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. TERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4 *0- 20x3/4" S.S. HUMBSCREW TO OR ill) CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. RIVNUT AS SHOWN ON TERNATE SECTION 12, SHEET 7. OM 0 Ca 0 00ROGRONO IY 0R0 + 0j oa 0+0 coo+® TYPICAL SHUTTER EJ..EVATIO 1 N.T.S. F.B.C.(High Velocity Hurricane Zone) Aed es esasplyirs with do Melds II :<..,:;, t Cade 0 1 MIAMI --DADS COUNTY- P.E. SEAL /SIGNATURE /DATE /iitiia1.\ TINT TESTING & ENGINEERING COMPANY 8355 N.W. 35th. St, Ste. 305, VIRGINIA Q R0EN4, - FLORMA 33188 Phone : (305)871 -1530 . Fox : (305)871 -1531 e —mail: tIlteco @aol.com E8- 0006719 WALTER A. TINT Jr. P. E. FLORIDA Lie. # 44167 PERFECT STORM SHUTTERS, INC. (ASSk f 38) 12390 NW 106th COURT Medley, FL 33178 Phone:(305)885 -0600, Fox: {305)885 -0405 0 2003 EASTERN METAL SUPPLY, INC. BERTHA HIS' Accordion Shutter System WV. No 2 DESCRIPTION DATE Drawn by S.N. 4 DATE: 12/16/05 DRAWING No 05-381 a SHEET 4 14 POURED CONCRETE REQUIRED • • •• •• • • • • • • • • • ••• • • • • •• •• • • • • • • • ••• • • • • • • • ••• • • • • • • CONCRETE ANCHORS w/i � • .(SEE • ^ HEOLJL • ON +SHEET • 1Q) • • • • • • • • • • • • • • [- • • • . r • -7,11 1 . • • • • • .1 ••• • • • • ••• Rd- • 0 MIN. SEPARATION TO GLASS (SEE SCHEDULE EXISTING ON SHEET 9) GLASS ---F .1 1 1 f Air ;1, Q WALL MOUNTING INSTALLATION EXISTING GLASS --1 MIN. SEPARATION TO GLASS (SEE SCHEDULE L ON SHEET 9) i1 POURED CONCRETE DR CONCRETE BLOCK NALL REQUIRED ® WALL MOUNTING INSIALLATION CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) POURED CONCRETE REQUIRED NCRETE ANCHORS 1 /4 °A- 20x3/4" S.S. MACHINE SCREWS USING 1/4"-20 NUTS ® 12° 0.C. SEE SCHEDULE ON 1" Min. Q EXISTING I GLASS--1 EXISTING MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9). 20 WALL MOUNTING INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED INSTALLATION DETAILS SCALE: 3/8"=1" 1/4 "0- 20x3 /4" S.S. PHIWPS NCRETE ANCHORS TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON USING 1/4" -20 NUTS ® 12" 0.C. SHEET 10) 0 WALL MOUNTING INSTALLATION 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) F.B.C.(High Velocity Hurricane Zone Approved 0s onsplyying wiria des Florida BAB C D NO o Division 82 MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE /1irEE0.\ TILUT TESTING & ENGINEERING COMPANY 8355 N.W. 38th. St., Ste. 306, VIRGIN& GU NS, R.0RI0A 33166 Phone (305)871 -.1530 . Fax :(305)871 -1531 e —mail: tilteco ®aol.com E8- 0008719 WALTER A. TILUT Jr. P. E. FLORIDA Uc. 44187 PERFECT STORM SHUTTERS, INC. (ASSA # 388) 12390 NW 106th COURT Medley, FL 33178 Phone:(305)885 -0600, rox:(305)885 -0405 0 2003 EASTERN METAL SUPPLY. INC. BERTHA NV Accordion Shutter System REV. No 1 2 3 4 S 6 DESCRIPTION DATE Drawn by S.M. DATE: 12/16/05 DRAWING No 05 -381 SHEET 5 OF 14 POURED •s41EDuLE pN 111EEr 11) • CONCRETE • • • • • • REQUIRED • • ••• • • • ••• •• •• • • • • • •• •• • : • : tON$RE3E HERS : r 70:4r,„■42, ZjAreiWZAM . [Mir 9°- -FIN EXISTING G'LASSS —•1 •• • MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) EDGE SLAB OIF APPLICABLE CEI NG MOUNTING INSTALLATION 1 ;MIN. SEPARATION TO GLASS n _..1 (SEE SCHEDULE ON SHEET 9) EXISTING GLASS © +O EDGE OF SLAB IF APPUCABLE POURED CONCRETE REQUIRED ALTERNATE ANCHOR LOCATION #10x3/4° HEX WASHER HEAD TEK SCREWS 12° O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) c D.* ® FLOOR MOUNTING INSTALLATION t EC= OF SLAB F APPLICABLE EXISTING GLASS --1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) POURED CONCRETE REQUIRED E. D.* FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) EDGE OF SLAB IF APPLICABLE ® WALK -OVER MOUNTING INSTALLATION I MIN. SEPARATION 1 TO GLASS r (SEE SCHEDULE EXISTING ' ON SHEET 9) GLASS —.4 #14x3/4° HEX HEAD TEK SCREWS ® 9 O.C. OR 1/4 °0 -20 S.S. M.S. W/ NUT 0 9° C.C. t uaL THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE INSTALLATION DETAILS SCALE 3/8° - 1° 0 1 I i! i� ` Oil {{ ' H MIL °�. 1111 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) POURED CONCRETE REQUIRED E. D.'N'- ® FLOOR MOUNTING IN TALLATION t 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 INSTAU.A110N. * E. D. = EDGE DISTANCE (SEE NOTES & SCHEDULE ON SHEET 11) EDGE OF SLAB IF APPLICABLE Approved xa seraplyies with the Merida B a;, ,;. Code 20. 6 MIAMI -DADE COUNTY RE, SEAL /SIGNATURE /DATE /1itEINC.\ TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 3881, St., Sta. 305, VIRC NIA GARDENS, FLORIDA 33168 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tilteco ®ool.com EB- 0008719 WALTER A. TWIT Jr. P. E. FLORIDA Uc. # 44167 PERFECT STORM SHUTTERS, INC. (ASSA f 388) 12390 NW 106th COURT Medley, FL 33178 Phone:(305)885 -0600, Fax:(305)885 -0405 F. B .0. (High Velocity Hurricane Zone) ® 2003 EASTERN METAL SUPPLY, INC. BERTHA HV" " Accordion Shutter System rtEV. Na DESCRIPTION DATE 2 3 4 5 5 Drawn bys S.Y. DATE: 12/16/05 DRAWING No 05 -381 SHEET 6 OF 14 SEE END WALL CONNECT! ' N DETA L$ OUT EXISTING GLASS 2 "x2 "x1 /8 "x0' -2 (8083 -T8 ALLOY) ALUM. ANGLE Viola 1f/4 CONCRETE TT PION (TOP /BOTTOM) & (4) #10x1 /2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) EXISTING flLASS T MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) L_ ti •• • • • •• •.• 00 • • • • • • • • • • 112 • • • • • ••• •• 3 1/4" 7" OPPOSING CENTERMATES W/ LOCK t► * SEE NOTES ON LOCKING RODS ©, Hv LOCKS ® AND ALTERNATE LOCK ON SHEET 4. EXISTING GLASS SEE END WALL CONNECTION DETAILS ON SHEETS 8 do 14 8 1/2" 7" SYMMETRICAL CENTERMATES w/ LOCK ®* IN 1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 1/ ®©00f OR O P\ EXISTING J GLASS R® SECTION 12 OUT EXISTING GLASS IN SYMMETRICAL CENTERMATES *W I IN OPTIONAL* (INTERIOR) OR OR® MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED OUT CONCRETE ANCHORS 16" O.G. 0 (EXTERIOR) OUT SECTION 12 AT CORNER CENTERMATE #3 ALTERNATE SECTION 12 SCALE: 3/8",=1" OUT 6 t /2° MAX. SLACK SECTION 12 AT SI.ACK DETAIL (IF APPLICABLE) F.B.C.(High Veiocity Hurricane Zone Approy6d's eateplY1211 with BO irlorkla C NO ARM iMIL Mani Dade Product Divkdo i BY MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE INC. \ /1111217Erillui TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 38th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33188 Phone : (305)871 -1530. Fox : (305)871 -1531 e -mail: tilteco ©aol.com EB- 0006719 WALTER A. TIWT Jr. P. E. FLORIDA Ltc. # 44187 PERFECT STORM SHUTTERS, INC. (ASSA # 388) 12390 NW 106th COURT Medlay, FL 33178 Phone:(305)885 -0600, Fax:(305)885- 0405 2003 EASTERN METAL SUPPLY, INC. REV. BERTHA HIP Accordion Shutter System 1 DATE: 12/16/05 2 4 DRAWING No 05 -381 SHEET 7 OF 14 I • REQUIRED ONLY FOR SPANS GREATER THAN 12' -0" I CONCRETE ANCHOR ® 18" O.C. (LOCATE AT EITHRI SIDE OF K) 1/2" MIN. • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • 2 MIN EQ EUFEnSitvr. REQUIRED • • • ®X1911I$G GLASS" • • • • •• • • • • • • • •_us �. • ,• • •t• • • • • • • MIN. SEPARATION • • • TO GLASS • 9 3 (8083-T6) ON• • 91ET• • • MIT. ALUM. CLOSER • 6 14AiE. (LOCATE AT El ER • . • • ... •,• SIDE OF �N ) •• #10x1 /2" S.M.S. 6t 16" O.0 4OR© MOORS OR(® +(1ORQ) END CONNECTION DETAIL 0 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS SEPARATION � I MIN. EP TO GLASS (SEE SCHEDULE ON SHEET 9) 1/2" MIN #10x1/2" S.M.S. 0 18" O.0 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) END CONNECTION DETAIL POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) SEE DETAIL X E SIDE CONNECTION TO TRACKS R© OR©OR(® OR ©ORcOR® OR(' ►+( oR( DR(0)+TOR© END CONNECTION DETAIL 03 END CONNECTION DETAIL Q OURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) *USE 1" OR 2" MAX. (AS APPUCABLE)x2 "X1/8 "x0' -2" ALUMINUM CUP ANGLE (6083 —T8 ALLOY) AT MIDHEIGHT W /(1) #10x1 /2" S.M.S. TO ® & (2)1/4°0 TAPCONS ANCHORS TO WALL AT 1" O.C. (LOCATE AT EITHER SIDE OF ID) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ))7EXISTING GLASS MIN. SEFARATION TO GLASS (SEE SCHEDULE 1/2" MIN: ON SHEET 9) OR(C)OR(DOR® END CONNECTION DETAIL 6® Q ORO)+t�OR© SEE DETAIL X FO SIDE CONNECTION TO TRACKS R(C,ORCORe OR{8 +(DOR0 EP4D CONNECTION DETAIL 40 (2) #14x1 3/4" HV PIN. SCALE 3/8" " RIM VIEW Y DETAIL X F.B.C.(High Velocity Hurricane Zone Approved as somplying Malin DMirbrida0131"73 1.-.C°d7"3 Miami Dade Division ey MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE PITMZ171-4c. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 38th. St„ Ste. 305, VIRGINIA GARDENS, FLORIDA 33186 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tilteco ©aol.com EB- 0008719 WALTER A. TIWT Jr. P. E. FLORIDA Uc. # 44187 PERFECT STORM SHUTTERS, INC. (ASSA # 388) 12390 NW 106th COURT Medley, FL 33178 Phone :(305)885 -0600, Fax:(305)885 -0405 0 2003 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System REV. Ne 2 3 4 5 DATE Drawl by: &I . DATE: 12/16/05 DRAWING No 05 -381 SHEET 8 OF 14 $CHEDULE #1 • • • • • • • ••• • •• • • • • • :-•-: • • • • • • • . •s• • • .•. • • MAXIMUM SHUTTER SPAN "L +" OR "L -" (ft)* INSTALLATIONS W/ METRICA cE Rte, ,• ONE HV LOCK & NO LOCIciIst NODS :►: '• (SEE NOTE t) :. : : . • :� ::• MAXI (ppe f (+ OR -) CONCRETE & WOOD INSTAL ATIAN9 • • • • • • : • • • • WALL MOUNTING "I' MO N _ . 0 . 1. + (ft) L - (11) 1 + (ft) 11' -9" L '' (ft) 30 " 13' -2° 16'-0" . 13' -2" 11' -1" 161-0" 35 12' -8" 14' -10" 12' -8" 10' -6" 14' -10° 40 12' -3" 13' -10" 12' -3" 101-0" 13' -10" 45 11' -11" 13' -1" 11' -11" 91 -4" 13' -1" 50 11' -7" 12' -5" 11'_7" 8' -9" 121 -5" 55 11' -4" 11' -10" 11' -4" 8' -3" 11' -10" 60 11' -1" 111-4" 11' -O" 7-11" 11' -4" 65 10' -i0° 10' -10" 10' -7" 7' -6° 10' -10" 70 10' -6" 10' -6" 10' -2" 71 -3" 10' --6" 75 10' -1" 10' -1" 9' -10" 6' -11" 10' -1" 80 91 -10" 9' -9" 9' -7° 6' -8" 9' -10" 85 91_61 9' -6" 9' -3" 8' -6° 9' -6" 90 9' -3" 9' -3" 9' -0° 6' -3" 9' -3° 95 9'-0" 81-9° 8' -9" 61 -1° 91-0" 100 81_9" 8' -4" 8' -8" 5' -11" 8'_9" 105 8' -7° 7' -11" 8' -4° 5' -9" 81 -4" 110 8' -4" 7' -7" 8' -2° 5' -8" 7-11" 115 8' -2" 7-3" 81 -0° 7' -7" 120 8'-0" 6' -11" 7' -10" 7' -4" 125 7' -10" 8' -8" 7-8" 7' -O" 130 7-8" 6' -5" 7' -8° 61-9" 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" 61 -7" 5' -2" 175 6' -7" 4' -9" 6' -5' 5' -0" 180 6' -8' 4' -8' 8' -4" 4' -10" 185 6; -5" 4' -6" 6' -3" 4' -9" 190 61 -4" 4' -5" 6' -2" 4' -7° 195 8' -3" 4' -3° e' -1' 41 -6" 200 6' -2" 4' -2° 6'-0" 4' -5" 205 6'-O" 4' -1" 8'-0" 4' -3" • • • • • • • ••• • •• • • ••• SCHEDULE #2 : MAXIMUM SHUTTER SPAN • • L+ OR L- (ft.)* INSTALLATIONS W/ .POSING CENTERMATES, • • ONE HV LOCK & NO • LOCKING RODS • • (SEE NOTE t) • • • • :Argo • (+ OR }) CONCRETE & WOOD INSTALLATIONS • WALL MOUNTINGS FLOOR /CEILING MOUNTINGS L + (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" 0 _ 10' -3' 10' -5" 85 101-0" 101 -0" 70 9' -8" 91 -8" 75 91 -4" 9' -4" 80 g'-0• 91 -0° 85 8' -9" 8' -9" 90 8' -8" 8' -e° 95 8' -3" 8' -3" 100 8' -1° 81 -1" 105 7-11" 7' -11" 110 7-8" 7-7" 115 7' -6° 71 -3" 120 7' -4° 8' -11° 125 71 -3" 61 -8" 130 7' -1" 61 -5" 135 6' -11" 6' -2" 140 6' -t0° 51 -11" 145 6' -8" 5' -9" 150 6' -7" 5' -7" 155 8' -6° 5' -5" 160 61 -5" 51 -2" 165 6' -3" 5' -1 ° 170 61 -2" 41 -11" 175 61 -1° 41 -9" 180 8' -O" 4' -8" 185 5' -11" 4' -6° 190 5' -10" 4' -5" 195 5' -9" 4' -3" 200 5. -9' 4' -2" 205 5' -8" 4' -1" SCHEDULE f3 MAXIMUM SHUTTER SPAN ' "L +" OR "L -" (ft)* �q/�� tINST�A/�LLATION�S,,w�W/ SIMM _ EA� _LENIERM_ALES_ TWO HV LOCKS OR TWO LOCKING ROOS TOP /BOTTOM W/ ONE HV LOCK • (SEE NOTE t) o LOAD (p.a.f.) ( }eft -) CONCRETE & WOOD INSTALLATIONS • FLOOR/CEIUNG MOUNTING L +(ft) L - (ft) 30 13' -1° 16' -0" 35 12' -7" 16' -0" 40 121 -2" 15' -2" 45 111 -9" 14' -3" 50 11' -6' 13' -7° 55 111 -3" 12' -11" 60 11' -O" 12' -4" 65 10' -9" 11' -11" 70 101 -7" 111 -5° 75 10' -4" 11' -1" 80 101 -0" 101 -9" 85 9' -9° 10' -5" 90 9' -5" 10' -1" 95 9' -2" 9' -10" 100 9,-0" 91 -7" 105 8' -9" 9' -4" 110 8' -7" 9' -2° 115 8' -4" e' -11" 120 8' -2° 8' -9" 125 8' -0° 8' -5" 130 71 -10° 81 -1 ° 135 7'4° 7' -9° 140 7' -7" 7' -6" 145 71 -5" 7-3" 150 7-4" 7-0" 155 7' -2' 6' -9" 160 7-1" 6' -7" 165 7' -O" e' -4° 170 6' -11" 6' -2" 175 6' -9" 8' -0" 180 6' -8' 5' -10" 185 8' -7" 5' -8" 190 8' -6" 5' -6" 195 61 -5" 5' -5" 200 6' -4" 5' -3" 205 6' -3" 5' -1" * 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 MINIMUM DETERMINED SPAN BETWEEN "1.+" AND 'L - ". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR /CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: L1 += MAX. Spm FOR WALL MOUNTING INSTALLATIONS. L2 += MAX. SPAN FOR FLOOR /CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt -4, 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 11.2 -' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. A MAXIMUM SHUTTER SPAN "L +" OR "L--° FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. DESIGN LOAD. I" 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. ' • SEPARATION TO GLASS RE UI ENTS (1) SEE MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF' BUILDING, MEASURED AT BOTTOM OF SHUTTER IS 3 °. MINIMUM SEPARATION TO GLASS SCHEDULE: SHUTTER W/ ONE LOCK W000 (SHEETS 13 & 14) SHUTTER SPAN INST W/ CENTERMATES INSTALLATION W/ CENTERMATES 105" OR LESS 3 5/18° 4" >105° TO MAX. ALLOWED 3 7/8° 4" MINIMUM SEPARATION TO GLASS SCHEDULE; SHUTTER WY ONE LOCK & TWO LOCKING RODS OR WITH ONLY TWO LOCKS SHUTTER SPAN INSTALLATION W/ CENTERMATES INSTALLATION W/ S - 105" OR LESS 2 3/4" 3 3/16" >105' TO MAX. ALLOWED. 3 1/4" 3 1/4" 1 ISTALU N ! EGEND CONCRETE & MANSORY (SHEETS 5 & 6) W000 (SHEETS 13 & 14) WALL MOUNTING # 1, 2, 3 & 4 1+) 1W, 2W, 3W, 4W, 5W & 6W FLOOR /CEIUNG MOUNTING # 5, 6, 7 & 8 # 8W, 9W & IOW F.B.C.(High Velocity Hurricane Zone Approved as seseplyin with Oa Flerhis Cod BY MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE /iiii..\ TILUT TESTING & ENGINEERING COMPANY 5355 N.W. 36th. St, Sts. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (306)871 -1530 . Fax : (305)871 -1531 e -mail: tittecoOaal.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lit. # 44167 PERFECT STORM SHUTTERS, INC. tom► # 388) 12390 NW 1O6th COURT Medley, FL 33178 Phone:(305)885 -0600, Fax;(305)885 -0405 2003 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System REV. No DESCRIPTION DATE Drawn by S.M. 1 DATE: 12/16/05 4 DRAWING No 05 -381 5 SHEET F. B .G . (High Velocity Hurricane Zone) SE e- _? -E Itapproved easplykss with Ova Ifikarkla NO Watual > By MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 38th. St, Ste. 305, VIRGINIA GARDENS, FLORIDA 33188 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tilteco @0ol.com EB- 0008719 WALTER A. TIWT Jr. P. E. FLORIDA IJo. # 44167 PERFECT STORM SHUTTERS, INC. (assA f see) 12390 NW 106th COURT Medley, FL 33178 Phone :(305)885 -0600. Fox:(305)885 -0405 ® 2003 EASTERN METAL SUPPLY, INC. BERTHA Hir Accordion Shutter System /V. No DESCRIPTION DATE 1 3 4 Drown by: LM. DATE: 12/16/05 DRAWING No 05 -381 SHEET 10 OF 14 • ,, Al., . C 2,:, ^....k. L . . i �.. . s .,:k 11 Vii•ii *'•►, .i �a.,.. ,. ,. ,.a ■•i . ► 1 ...■�� * SEE ANCHOR sA?caN • •• . - • • •• • • �• :. 1i4. ,; IBM ' • 3- IkA 0,,:.• u' :: 1:t ► • • 61' ALL POINTS sous -SET _ . .:... • :.. ■ . .1 :. .• -. . .. .I!. • • • • • • • • • • • • • ••• FOR CONCRT OR CONCRETE BLOCK INSTSLATION$ SPECIFICATIONS WEDGE-50LT ON SHEET i 1 (SEE MOUNTINGS 1, 2, 3 & 4 ON SHEET 5) M,,� (x) . • E �� • 4 • • it • • • j'gJJtflt3 CONCRETE POURED CONCRETE CON RETE BLOCK WALL MOUNTII 1 •N9 1 (Max.)B /0 I -MEW SILI.#1 '.WALL• (AIMING 1 W/ ( HV 2 (Ma�J3,Z0 HEADER/ SILL #2 WALL MOUNTING 2 WALL MOUNTING 1 (Max.)B /O 3 W/ I�HV HEADER/ SILL 1 WALL MOUNTi1NG 2 (Max.)8 /O 3 W/ Ei HV HEADER / SILL #2 w MOUNTING 4 MOVE DEISCH LOAD (par N1:tlAME DESIGN LOAD (pet) NEGATNE DEMON WAD (pd NEON THE DESIGN LOAD ) NAIVE DESION LD (pee NEOATNE DESIGN .ow 30 40 75 90 120 160 205,30 40 eg 75 90 120 160-205 30 40 60 75 90 120 180 205 30 40 60 75 90 120 180 205 30 40 60 75 90 120 160 205 30 40;'60 75 90 120 160 205 34-0• OR f ESS 14 12 1 9 8'•�8 :•!: Q 114 ! 1'Q1 9 8 8 6 6, f4 12 10 9 8 8 6 6 14 12 10 9 8 8 6 3 14 12 10 9' 8 8 6 3 14 12 10 9 8 8 6 6 74 12 10 9 8 :8; 8• ;8; •6 Q •6 •M '14 12 '72• 10;, 1'0' 9 9 8 8 8 8 8 6 6 6 14 14 12 12 10 10 9 9 8 8' 8 8 6 6 6 6 14 14 12 12 -10 10 9 9 8 8 8 8 6 6 6 4.5 14 14 12 72 70 10 , 9 , 9 1 8 8 8 8 6 6 6 6 14 14 12 12 10 70 9 9 8 8 8 8 8' 8: 6 8 14 12 10 9 8• 4' -0• 14 12 10 9 8 8 6 3.5 14 f4 12 10 9 8 8 6 6 14 12 10 , 9 8 8 8 8 14 12 70 9 8 7:5 3 - 14 12 10 9 8 7.5 5.5 - 14 12 10 9 8 7.5 5.5 15 14 12 10 9 8 8 6 4 14 12 10 9 8 8 8 8 14 12 10 9 8 8 6 6 14 12 10 9 8 8 5,5 - 14 12 10 9 8 8 6 5 14 12 10 9 8 8 6. 6 14_12 10 9 8 8 8 6 14 �14 12 10 9 8 8 8 8 14 12 10 9 8 8 8 8 74 12 10 9 8 8 4 - 74 12 10 9 8 8 6 3.5`14 12 10 9 8 8 8 5' -0' 14 12 70 9 8 8 4 3 12 10 • 9 8 8 6. 3 14 '-12 70 9 8 8 6 6 14 12 10 9' 8 3 - - 14 12 10 ' 9 8 6 - - 14 12 10 9 a 6 4 - 14 12 10 9 8 8 5.5 - 14 12 10 9 8 8 6 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 7 - - 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6. 6 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6, 6 14 12 10 9 8 8 6 6 14 12 10 9 8 5 - - 14 12 10 9 8 8 4 - X14 12 10 9 8 8 6 4 6' -0• 14 12 10 9 8 5 3 - 14 12 10 '9 8 8 '3.5 -' 14 12 10 9 8 8 6 5 14 12 10 8 4 - - - 14 12 10 8 6.5 3.5 - - 14 t' 12 10 8 7 5 - - 14 12 10 9 8 5.5 - - 14 12 10 9 8 8 4.5 - 14 12 10 # 9 8 8 6 8 14 12 10 9 8 4 - - 14 12 10 9 8 8 3 - 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 5 3.5 14. 12 10 9 8 8 6 4 .14 12 10 9 8 8 6 6 14 12 10 9 7.5 3 - - 14 12 10 9 8 -7 '- - .14 12 10 9 8 8 5 3 7-0• r 14 12 70 9 7 3.5 - - 14 12 70 9 8 5.5 - - 14 ' 12 10 9 6 8 8 4 74 72 9 5 - - - - 74 72 8 _ 7 5.5 - - - :14 12 9 7 6 3.5 - - 14 • 12 10 9 8 4 - - 14 12 10 9 8 6.5 3 - 1,14 12 10 ' 9 8 8 8 5 14 12 10 9 6 - - - 14 72 10 , 9 8 5 - - 14 , 12 10 9 8 8 5 3.5 14 12 10 9 8 • 6.5 4 '- - f4 12 10 9 8 8 .5 - 14 12 10 9 6 8 6 6 14 1,2 10 9 4 - - - 14 12 10 9 8 3.5 - - 12 10 9 8 6.5 3.5 - - 14 12 10 8 5 3 - 14 4 12 10 8 8 3.5 - - _ 14 72 10 9 8 8 5 - 14 11.5 7 ?3 - - - - 14 11.5 7 6 , 5 - - - »14 14 11.5 7.5 6 5 - - -_ 14 12 10 9 5.5 - - - 14 12 10 9 8 4.5 - • - 14 12 10 9 8 8 6 - 14 12 70 7 4 - . - 14 12 10 9 8 3 - - 14 12 10 9 8 6.5 4 - 14 12 10 9 8 5 - - 14 72 10 9 8 7 - - 14 12 10 9 ' 8 8 6 - 14 12 10 5 3 - - - - 14 12 10 9 7 - - - 14 12 10 9 8 5 3 - 91-.0• )' 74 ^14 12 10 5.5 3.5 - - - 14 12 10 - 9 6.5 - - , - 14 12 10 9 8 16.5 - - 13.5 10 4 ' 13.5 10 &5 5 �- k - - - 13.5 10 7 5.5 4 - - - 12 10 6.5 4 - - - 14 12 10 9 7.5 3 - - - 14 12 10 9 8 7.5 - - 14 12 10 5 - - - - 14 12 10 9 5.5 - - - 14 12 10 9 8 5.5 - - 14 12 10 9 7 4 - 14 12 10 9 8 5.5 - - 14 12 10 9 8 8 - - 14 12 7.5 3.5 - - - - 14 12 10 9 4 - - - _ 14 12 10 9 7 4 - - 10'-0" 14 12 8 4.5 3 - - - 14 12 10 9 4.5 - - - 1 14 • 12 10 9 ' 8 - - - 12 9 3 - - - - - 12 9 8 ' 3 - - - - 12 ' 9 6 4.5' .3 - - ' - 14 , 12 9.5 5 3.5 - - - _ 14 72 10 9 5.5 - - - 14 12 10 , 9 8 - - - 14 12 7 3.5 - - - - 14 12 10 '. 8 4 - - - 14 ' 12 10 9 7.5 - - - - r- 14 12 10 8.5 5.5 - - - 14 12 10_9 8 - - - 14 12 10 9 8 - - - 14 12 5 - - - - - 14 12 10 5.5 - - - - .14 ' 12 10 8 5.5 - 17'-0" 14 12 6 3.5 - - - - 14 12 10 6 - - - - 14 12 10 9 - - - - 71 8.5 - - - - - - 71 8 5.5 - ' - - - - 11 8.5 5.5 3,5 - - - - 14 12 P. 7 4 - - - - 14 12 10 7 - - - - 14 12 10 9 - - - - 1 14 12 5 3 . 5 - - - - 14 12 10 t 5 - - - - 14 12 10 9 - - - - 14 12 10 7 - - - - - 14 ' 12 10 9 - - - - 14 12 10 9 - - - - 14 12 3 . 5 - - - . - - 74 72 10 - - - - 14 12 10 6.5 - - - - - 12' -0• 14 12 5 . . - - - - . - 1 4 1 2 1 0 r - - - . - - - 1 4 1 2 - 1 0 • - . - - - - 10 7 . 5 - - - - - - 10 7.5 X3.5 3.5, - ,- - - - ,10 7.5 5 - - - - - 14 12 5.5 -- - - - - 14 12 10 - - - - - 14 12 10 - - - - - 14 12 4 - - - - - - 14 12 10 , - - - - -. 14 12 10 - - - - - 14 12 9 - - - - - 14 12 10 ' - - - - - 14 12 10 - - - - - 14 12 • 3 - - - - - 14 12 7 - - - - • - 14 12 9 5.5 - - - - 13' -o• 14 12 4 - - - - - 14 12 7.5 - - - - - ^14 12 10 - - - - • 14 12 4.5 - - - - - 14 12 9 - - - - - 14 12 10 - - - - - 14 12 4 - - - - - 14 12 8.5 - - - - - 14 12 10 - - - - - 14 12 7.5 - - - - - 14 72 4.10 - - - - - 14 0 12 10 - - - - - - 14 9 - - - - -- - 14 72 4.5 - - - - - 14 12 7.5 - - - - - 14'-0• 14 10,5 , 3.5 - - - J - - 14 12 5.5 �- - - - - 14 12 10 - - - - - ' 8.5 3 . 5 - - - - - - 8 . 5 6 . 5 - - - - - - 85 6.5 3 . 5 - - - - - 14 12 4 - - - - - 14 12. 8.5 - - - `, - 14 12 10 - - - - - 14 9 4 - - - - - 14 72 6 - - - - - 14 12 9 - - - - - 14 12 6 . 5 - - - - - 14 12 .10 - - ' - - 14 12 10 - - - - - 14 6.5 - - - - - - 14 12 3.5 - - - - - 14 ' 1 2 6 . 5 - - - - - f 5'-0° 74 8.5 ` - - - - - - 14 12 - - - - - - 74 12 - - - - - - 8 3 - - - - - - - - - - 14 9.5 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 14 7 - - - - - - 14 12 - - - - - - ` 14 12 - - - - - - - 14 12 - - - - - - --14 14 12 - - - - - - 14 12 - - - - - - 14 5 - - - - - - - 14 11.8 - - - - - - 14 11 - - - - - - 16'-O• 14 - - - - - - - _ 14 - - - - - - - 14 - - 14 - - - - - - - - f4 - - - - - - 14 - - - - - - - 14 - - - - - . - 14 F. B .G . (High Velocity Hurricane Zone) SE e- _? -E Itapproved easplykss with Ova Ifikarkla NO Watual > By MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 38th. St, Ste. 305, VIRGINIA GARDENS, FLORIDA 33188 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tilteco @0ol.com EB- 0008719 WALTER A. TIWT Jr. P. E. FLORIDA IJo. # 44167 PERFECT STORM SHUTTERS, INC. (assA f see) 12390 NW 106th COURT Medley, FL 33178 Phone :(305)885 -0600. Fox:(305)885 -0405 ® 2003 EASTERN METAL SUPPLY, INC. BERTHA Hir Accordion Shutter System /V. No DESCRIPTION DATE 1 3 4 Drown by: LM. DATE: 12/16/05 DRAWING No 05 -381 SHEET 10 OF 14 *NOTES ON ANCHOR REQUIREMENTS: POURZD CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. rem 3 kM) - 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED 81 LT.W. RAMSET/ RED HEAD. - 1/4°0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4 "0 WEDGE -BOLT ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: Al) 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 WAIL 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 SONG OR EIFS CONSULT THIS ENGINEER. (B) TO EXISTING CONCRETE BLOCK WALL: - 1/4.0 TAPCON ANCHORS, AS MANUFACTURED SY LT.W. RAMSET/ RED HEAD. - 1/4'0 x 3/4" ALL POINTS SOUO -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 SOUR -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL SE 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. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLT, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. I:DGE DISTANCE VERSUS SPACING FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE FOR 1/4 °0 TAPCON AND SOLID 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 SOUR SET ANCHORS IS 31. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. A ACTUAL E. D. , u 0.4%,..k _. Z? W'S-1 ai ► :, 1 U. • :. ►) 814 ► '► 3t' al k I, L i,_:. ∎ , ... L r tt Z.* WEDGE -BOLT 1/4"0 TAPCON . SP? X1sEG in.} ;S r`a: UL�E FOR , GIVEN MAX. SHUTTER SPAN. DESIGJV NEGATIVJ LOAD ALL POINTS SOLID -SET MK SPACING • 3' SAM A CORRPSPDND J4G MOUNTING TYPE FOR CONCRETE INSTALLA�ON$ (SEE 3" WEDGE -BOLT 0.83 MOUNTINGS 5, 6, 7, & 8 ON SHEET 6) MAXIMUM SPAN (ft) • •• • •••• POURED CONCRETE •••• CEILING MOUNT* ;5 :: • • •• •-••s • : : :FIDOR :M13U1VTING 6 • •ABLATIVE FLOOR MOUNTING 7 FLOOR MOUNTING 8 NEGA1NE D SO N IOM (pat) DESIGN LCALI (pat) NEGATIVE DESIGN LOM (pat) NEGATIVE DESIGN LOAD (pet) 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 3' OR -0" 14 12 10 9 8 8 •6 66 1.1 1; •0• 9. 8 8 6 8 14 12 10 9 8 8 8 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6• 46 141 1 • 1a 19 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 LES 14 12 10 9 8 8 •8 •6 14• I/ 4410•••3 • 08 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 4' -0" 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 6 14 ;12 10 9 8 8 6 5 14 12 10 9 8 7.5 5,5 4.5 14 12 10 9 8 8 8 8 14 12 10 9 8 8' 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 5 '14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 5' -0° 14 12 .10 9 8 8 6 5 14 12- 10 9 8 8 6 6 14 12 10 9 8 7 5 4 14 12 10 9 8 6 4.5 3.5 14 12 10 9 6 8 6 5.5 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 4.5 14 12 10 9 8 7 5 4 _14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6. 6 14 12 '10 T 9 ' 8 8 6 6 6' -0° 14 12 10 9 8 7.5 5.5 4 14 12 10 9 8 8 6 6 14 12 10 9 7.5 5.5 4 3 14 12 10 8 7 5 3.5 .3 14 12 10 9 8 8 6 5 14 12 10 9 8 8 6 6 14 12 10 9 8 6.5 5 .3.5 14 12 10 9 8 6 4.5 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6. 5 r -0" 14 12 10 9 8 6 4.5 3.5 14 12 10 9 8 8 6 - 6 14 12 10 8 8.5 5 3.5 - 14 12 9 7 6 4.5 3 - ,14 12 10 9 8 7 5 4 14 12 10 9 8 8 6 6 14 12 10 9 7.5 5.5 4 3 14 12 10 8 8.5 5 .3.5 3 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 4.5 14 12 10 9 8 7.5 5.5 4 8' -0° 14 12 10 9 7.5 5.5 4 - 14 12 10 9 8 8 6 - 14 12 8.5 5.5L43 - 14 11.5 7.5 6 5 4 3 - 14 12 10 9 8 6 4.5 - 14 12 10 9 8 8 6 - 14 12 4 10 i 8 6.5 5 3.5 - 14 12 9 7 8 4.5 . 3 - _14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 - 14 12 10 9 8 7 - 5 - 14 12 10 9 8 6.5 5 - 9' -0° X14 14 12 10 8 6.5 5 - - 14 12 , 10 9 8 8 - - 14 11.5 7.5 6 5 3.5 - - 14 10.5 7 5.5 4.5 3.5 - - 12 10 9 7.5 5.5 - - 14 12 10 9 8 8 - - 14 12 8.5 7 5.5 4 - - 14 12 8 6 5 4 - - 14 12 10 9 8 8 - - 14 12 10 9 8 8 - - 14 12 10 9 8 6 - - 14 12 10 9 7.5 5.5 - - 10'-0" 14 12 9 7 6 4.5 - - 14 12 10 9 8 8 - - 14 10.5 7 5.5 4.53.5 - - 2.5 9.5 6 5 4 3 - - 14 f2 10 8 '8.5 5 - - 14 12- 10 9 ' 8 8 ' - - 14- 12 8 ' 6 5 4 - - 14 10.5 7 5.5 '4.5 .3.5 - - ,14 12 10 9 8 7 - - 14 12 10 9 8 8 - - 14 12 10 9 7.5 5.5 - - 14 12 10 8.5 7 5 - - - r- 11'-0" 14 12 8 6.5 5 4 - - 14 12 10 9 8 8 - - 2.5 9.5 6 5 4 3 - r - 1.5 8.5 5.5 4.5 3.5 2.5 14 12 9 7 6 4.5 - - 14 12 10 9 8 8 - - 14 10.5 7 5.5 4.5 3.5 - - 13 9.5 6.5 5 4 3 - - 14 12 10 9 8 6.5 - - 14 12 10 9 8 8 - - 14 12 10 8 7 5 - - 14 12 9.5 7.5 6 4.5 - - 12'-O" ' 14 /1 7.5 6 5 - - - 14 12 10 9 ' 8 - - - 1.5 8,5 5.5 4.5 3.5 - - - 0.5 7.5 5 4 3,5 - - - 14 12 8 . 6.5 5,5 - - - 14 12 10 9 8 - - - 13 10 6.5 ,. 5 4 - - - 12 9 6 4.5 4 - - - 14 12 10 9 8 - - - 14 12 10 9 8 - - - 14 12 9.5 7.5 6 - - - 14 12 8,5' 7 5.5 - - - 73'-0" 13.5 10 6.5 5.5 4.5 - - - 14 12 10 9 8 - - - 10.5 8 5 4 .3.5 - - - 9.5 7 4.5 3.5 .3 - - - 14 11.5 7.5 6 5 - - - 14 12 10 9 ' 8 - - - 12 9 6 4.5 4 - - - 11 8 f 5.5 ' 4 .3.5 - - - 14 12 10 8.5 7 - - - 14 12 10 9 8 - - - 14 12 8.5 -7 6 - - - 14 12 8 6.5 5 - - - 14' '12,5 9.5 6 5 - - - - 14 12 10 9 - - - - 10 7.5 5 4 - - - - 9 6.5 4.5 3.5 - - - -0" 14 10.5 7 5.5 - - - - 14 12 10 9 ' - - - - 11 8.5 5.5 4.5 - - - - 10 7.5 5 4 - - - - 14 12 10 8 - - - - 14 12 10 9 - - - - 14 12 8 6.5 - - - - 14 II 7.5 6 - - - - 15' 12 9 6 14 12 10 9 7 4.5 8 8 4 -O" 13.5 10 6.5 14 12 10 0.5 8 5 9.5 7 4.5 '14 12 9.5 14 12 10 14 11.5 7.5 14 10.5 7 18' 11 8 5.5 14 12 10 8.5 6.5 4 7.5 5.5 4 -O" 12.5 9.5 6 - - - - - 14 12 - 10 10 7.5 5 - - - - 9 6.5 4.5 14 12 9 14 12 10 14 0.5 7 13 9.5 6.5 *NOTES ON ANCHOR REQUIREMENTS: POURZD CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. rem 3 kM) - 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED 81 LT.W. RAMSET/ RED HEAD. - 1/4°0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4 "0 WEDGE -BOLT ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: Al) 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 WAIL 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 SONG OR EIFS CONSULT THIS ENGINEER. (B) TO EXISTING CONCRETE BLOCK WALL: - 1/4.0 TAPCON ANCHORS, AS MANUFACTURED SY LT.W. RAMSET/ RED HEAD. - 1/4'0 x 3/4" ALL POINTS SOUO -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 SOUR -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL SE 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. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLT, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. I:DGE DISTANCE VERSUS SPACING FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE FOR 1/4 °0 TAPCON AND SOLID 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 SOUR SET ANCHORS IS 31. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. A ACTUAL E. D. FACTOR WEDGE -BOLT 1/4"0 TAPCON SOLID SET MIN SPAONG - 3' MK SPACING • 3' MIN. SPACING • 3.5" 3" 0.83 0.83 ■ 0.78 2 1/2" 0.88 0.66 - 2° 0.50 0.50 - Approved as oar+plying with do Florida B , .. Cade NO p =Wen senr_ By MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE I/1tliINC.\ TILLIT TESTING at ENGINEERING COMPANY 5355 N.M. 35th, St, Ste. 305, VIRGINIA GARDENS, FLORIDA 33155 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tiltecafldlaol.cam E8- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Ue. # 44167 PERFECT STORM SHUTTERS, INC. (ASSA # 388) 12390 NW 106th COURT Medley, FL 33178 Phone:(305)885 -0600, Fax:(305)885 -0405 F.B.C.(High Velocity Hurricane Zone CO 2003 EASTERN METAL SUPPLY, INC. BERTHA HV'm Accordion Shutter System REV. No 1 DESCRIPTION 3 TE Drawn by: S.M. DATE: 12/16/05 DRAWING No 05 -381 8 8 SHEET Velocity Hurricane Zone) Approved as aosePljhx; with the Florida Be , ' ; Code Ds 0 NO `Y t7" rillan 7v Dade Flee .`'...$ BY MIAMI -DADE COUNTY SEAL /SIGNATURE /DATE !L E C O �Nc. TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 36th. St, Ste. 305, VIRGINIA CAROMS. FLORIDA 33166 Phone : (305)871-15.30 . Fax : (308)871 -1531 e -moil: tilteco aol.com E$- 0006719 WALTER A. TILLJT Jr. P. E. FLORIDA Lic. # 44187 PERFECT STORM SHUTTERS, INC. (ASSA # 388) 12390 NW 106th COURT Medley, FL 33178 Phone:(305)885 -0600, Fax :(305)885 -0405 2003 EASTERN METAL SUPPLY, INC. BERTHA HVT" Accordion Shutter System REV. No DESCRIPTION DATE Drown by S.M. DATE: 12/16/05 2 3 4 DRAWING No 05-381 8 SHEET ,12 CIF 14 u:... 1i' 1' 1 - r. ^. • y._ A ;:. i , :AI O \ 1 " O L P i ,, , , ` . 1.. iA .. .l,i a.k 1 SA 4'h k L _ 1 ...1 0 • . _ . - . =' et r'.3?;lt ::...' Y 112 if:_f;. >, . ail._ ! . �. _.41.:1 L. - • .. ► - . ,' .... 1. 1L _ its Ali. i.._ A1` ••• • ••• (SEE MOUNTINGS ON SHEETS 13 & 14). MAXIMUM S t • •• • .•• L__J EI T F . . • • • • • • • • • • • • • • • • • •• • • • • • • • • • 1 • • • • • • • e • • • SOUTHERN' PINE' No.' 2 W7 AIN. G =0.55, DOUGLAS FIR W/ MIN. G =0.50 SPRUCE PINE FIR NORTH W/ MIN. G =0.43 SPRUCE PINE FIR SOUTH W/ MIN. G =0.36 1/2" MIN. CDX PLYWOOD WALL MOUN.13I\tt : 1W, 2Wh•tiVi ?t: l; :CEILING MOUNT 8W :FLOOR MOUNTINGS gW & 10W WALL MOUNTINGS 1W, 2W, 3W & 6W CEILING MOUNT 8W . FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS 1W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 1OW WALL MOUNTINGS 4W & 5W NEGATIVE DESIGN LOAD (psi) NEGATIVE DESIGN LOAD (pef) NEGATIVE DESSGN LOAD Oaf) NEGATIVE DESIGN LOAD (psf) • NEGATNE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD Ord) 30 40 60 75 90 105 30 40 60 75 90 105 3040 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 ' -0" OR LESS 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' -0" 12 10 10 10 10 , 9 9 8 8 8 8 6 6 6 6 6 6 6 6 6 6 6 5.5 ,12 12 10 10 10 10 9 9 8 8 8 8 6 6 6 6 6 6 6 6 6 6 6 5 12 12 10 10 10 10 9 9 8 8• 8 7 6 6 6 6 6 6 6 6. 6 6 6 5 ' 6 6 5 5 4 4 4 4 4 4 3 3 _412 5' -0" 6' -0" 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 5.5 5 12 10 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 12 10 10 9 5 3 6 6 6 5 X4.5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 -- 8'- 0 " 12 10 f10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 43 3.5 3 12 10 10 4 - - 6 6 5 4.5 3.5 3 6 5 4 - - - 9' -0" 12 10 10 5 3.5 - 6 6 5.54.5 3.5 3 12 10 9 4 - - .6 6 4.5 4 3 3 12 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 8 4 3.5 3 - 12 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 - - - 12 10 - - - - 6 5 3.5 - - - 6 5 - - - - 13' -0" 12 10 - - - - 6 6 - -- - - 12 10 - - - - _ 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 14' -0" 12 10 - - - - 6 5.5 - - - - 12 7 - - - - 5.5 4.5 - - - - 12 7 - - - - 5,5 4.5 - - - - 6 3 - - - 15' -O" 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - - 16' -0" 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 11.5 - F - R . (', _ tN i nh ♦ NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, EMBEDMENT AS INDICATED AT 14 AND SHALL CONSIST OF AND SPECIF1CATIONS OF THE 1. ANCHORS i0 WALL, FLOOR OR SOU) WOOD SOFFIT SHALL BE AS FOLLOWS: ',1/4 "A TAP_C%I ANCHORS, AS MANUFACTURED BY I.T.W. BUIL©EX W/ MINIMUM EACH SECTION ON SHEETS 13 & 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL SE AS PER MOUNTING TYPE 7W, SHEET LAG SCREWS AS PER NDS 1997 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ 0-0.55 (N.D.S) - DOUGLAS FIR W/ 00.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ 0 @0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ 0'0.36 (N.D.S.) -MIN. 1/2° COX PLYWOOD (1 9136 APA) 4, ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANCHOR'S MANUFACTURER, t Velocity Hurricane Zone) Approved as aosePljhx; with the Florida Be , ' ; Code Ds 0 NO `Y t7" rillan 7v Dade Flee .`'...$ BY MIAMI -DADE COUNTY SEAL /SIGNATURE /DATE !L E C O �Nc. TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 36th. St, Ste. 305, VIRGINIA CAROMS. FLORIDA 33166 Phone : (305)871-15.30 . Fax : (308)871 -1531 e -moil: tilteco aol.com E$- 0006719 WALTER A. TILLJT Jr. P. E. FLORIDA Lic. # 44187 PERFECT STORM SHUTTERS, INC. (ASSA # 388) 12390 NW 106th COURT Medley, FL 33178 Phone:(305)885 -0600, Fax :(305)885 -0405 2003 EASTERN METAL SUPPLY, INC. BERTHA HVT" Accordion Shutter System REV. No DESCRIPTION DATE Drown by S.M. DATE: 12/16/05 2 3 4 DRAWING No 05-381 8 SHEET ,12 CIF 14 01.,,•■■4411. WALL FINISH • • ••• • • • • • • 1/4"0 TAPCON W�' 1 _t /Z.' �u TLEA PENETRATION OF .'fHIi�ED pi2EA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 12) • •• • • • • • • • •• • • • • • • • • • • • • • • • • • EASING MIN. 2°x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE. SCHEDULE ON SHEET 9) 4� Q • • }s$TALLATION DETAILS ON EXISTING WOOD BUILDINGS • • • • • • ••• • • • • • • • • • • • • • • ••• ••• RILL/ILI Lau • • • •• • • +. • • • • • • • • • • ••• •• 11 Q WALL CONNECTION AT-TOP E7(tASS 2 "x4" CONT. WOOD PLATE REQ'D. MINSEPARATION G TO (SEE SCHEDULE ON SHEET 9) oiu pm WALL FINISH 0 OR 2 "x4" CONT. WOOD PLATE REQ'D. 114 10 TAPCON W/ 1/2" Mtn. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) • i. M1t 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- 2Ox3/4° S.S. MACHINE SCREWS W/ 1/4' -2O NUTS D 12° O.C. 1° Min -- WALL FINISH EXISTING MIN. 2x4" WOOD 1 HEADER REQUIRED 1 MIN. SEPARATION TO GLASS EXISTING (SEE SCHEDULE GLASS-1 ON SHEET 9) "° a► 11x.'.31111 t 4E, 11 } i WALL CONNECTION AT TOP, EXISTILASSNG 1 ir1-4 00=1 v MIN. SEPARATION TO GLASS (SEE SCHEDULE 1 ON SHEET 9) 1/21 MIN. CDX PLYWOOD REQ'D. EXISTING MIN. 2 1x4° STUDS Ela 18" Q.C. MAX. REQ'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. 4* WALL CONNECTION AT BOTTOM{ 1/2" MIN CDX —� PLYWOOD REQ'D. WALL FINISH ■ 1111 1" Mtn. 0 1/4 °0- 20x3/4° S.S. MACHINE SCREWS W/ 1/4 ° -20 NUTS la 12* O.C. 1/4 °0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) WALL CQNNECTION AT BOTTOM EXISTING l U-111 MIN. SEPARATION TO GLASS (SEE SCHEDULE-1 ON SHEET 9) WALL FINISH SCALE: 3/8 " =1" EXISTING lA^S----1 a O LIU 11- -SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/4"e TAPCON W/ 1 1/2" Mtn. PENETRATION OF THREADED AREA TO • EXISTING WOOD PLATE . (SEE SCHEDULE ON SHEET 12) 2 "x4" CONT. SILL PLATE REQ'D. WALL CONNECTION AT BOTTOM MIN. SEPARATION TO GLASS (SEE SCHEDULE' ON SHEET 9) WALL FINISH MMI 1" Min. 0 " 1 1/4"0-20x3/4° S.S. MACHINE 4 CONT. SCREWS USING 1/4 " -20 NUTS LL PLATE D 12" O.C. 1/4"O TAPCON W/ 1 1/2n Min. PENETRATION OF THREADED AREA • MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 12) WALL CONNECTION AT BOTTOM F.B.C.(High Velocity Hurricane Zone) Approved as eoteplyingwids 4ha Florida :4 Cede NO Muni Division By rsednet MIAMI—DADE COUNTY P.E. SEAL /SIGNATURE /DATE /1i1iNC.\ TILLIT TESTING & ENGINEERING COMPANY 6353 N.W. 38th. SL, Ste. 303, MG M% A GARDENS, FLORIDA 33166 Phone : (305)871 -1530. Fax : (305)871 -1531 e —mail: tilteco ®gol.com ES- 0008719 WALTER A. TILUT Jr. P. E. FLORIDA Llo. # 44187 PERFECT STORM SHUTTERS, INC. (ASSA # 388) 12390 NW 106th COURT Medley, FL 33178 Phone:(305)885 -0600, Fax:(305)885 -0405 ® 2003 EASTERN METAL SUPPLY, INC. BERTHA Ham'" Accordion Shutter System REV. Na OESCRIPTiON DATE Drawn bys S.M. 1 DATE: 12/16/05 2 3 4 5 DRAWING No 05 -381 SHEET EQ 2 MIN. --r- e-oo • • •• •• - ' • ' EDGE (IF APPUCABLE) • • e • • EXISTING • • TRUSSES SOD •' RAFTER ® 24° 0.C. REQUIRED #14x3/4" S.M.S. 0 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) " OR ® - HOLLOW CEILING MOUNTING INSTALLATION EXISTING SOFFIT 3/4" Max. THK. 19x4 °x1/8" CONT. ALUM. TUBE d63 —T6 ALLOY) W/ (3)5/18 10 "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. VALID FOR INSTALLATIONS WITH 72pef MAX. DESIGN LOAD AND 9' —O" MAX. SPAN. THIS INSTALLATION IS ONLY VAUD FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0,50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. I MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) EXISTING CLASS---J 1/4 "0 TAPCON W/1 1/2" Min. PENETRA OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 12) 2° MIN. @ FLOOR CONNECTION 2 "x6° MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPUCABLE 4 "x6° (MIn.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4 "0 TAPCON W/ 1 1/2° Mtn. PENETRATION OF THREADED AREA 10 EXISTING WOOD BEAM. (SEE SCHEDULE ON SHEET 12) EXISTING GLASS ---1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 01* SOFFIT MOUNTING INSTALLATION IMIN. SEPARATION TO GLASS EXISTING —I (SEE SCHEDULE GLASS \\I ON SHEET 9) ®{ 2 "x6" MIN. W000 DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPUCABLE KIES: 1 —SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ALTERNATE ANCHOR LOCATION /10x3/4" HEX W HEAD TEN SCREWS 0 12" 0.0 1/4 °0 TAPCON W/t 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 12) SCALE: 3/8" ffi I° 2° MIN.. FLOOR RR CONNECTION 2 °x4" MIN. WOOD STUDS. (AS APPLICABLE) WALL FINISH EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 1/4"0 TAPCON ANCHOR 0 8" 0.C. WO 1 1/2" MIN. PEfJETRAPON INTO STUDS OR W/ MIN. 1/2" PENETRATION TO 1/2" CDX PLYWOOD IF NO STUDS EXIST. #10x1/2" S.M.S. 0 18 0.0 END CONNECTION DETAIL (1 W) & MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 2 "x4" MIN. WOOD STUDS REQ'D. `EXISTING GLASS �irrA1' 8'. 1/4"0 TAPCON ANCHORS W/ 1 1/2" MIN, PENETRATION 0 12" . 0.C. EDGE OF DECK IF APPLICABLE C0R0R CO Q)9R+ END CONNECTION DETAIL 1;) WALL FINISH &ppm* as emptying ir4ts NO Wand Dads Product CC • ... rle7lnilr_ BY MIAMI —DADE COUNTY Ay— P.E. SEAL /SIGNATURE /DATE TILLIT TESTING & ENGINEERING COMPANY 6335 N.W. 36th. St., Ste. 305, V01000A GARDENS, FLORIDA 33105 Phone : (305)811-1530 . Fax : (305)871-1531 e -mail: tilteco "aal.com ER- 0008719 WALTER A. TBLLIT Jr. P. E. FLORIDA Uc. # 44187 PERFECT STORM SHUTTERS, INC. (AM # 388) 12390 -NW 106th COURT Medley, FL 33178 Phone:(305)885 -0600, Fax:(305)885 -0405 F.B.C.(High Velocity Hurricane Zane Cl) 2003 EASTERN METAL SUPPLY, INC. BERTHA HIP Accordion Shutter System REV. Na. DESCRIPTION DATE 1 2 4 Drawn bp 5.11. DATE: 12/16/05 DRAWING No 05-381 SHEET ;`____�_` \\ /1 I t . \ / •;