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WS-13-16410► Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Typev FBC 20 JULOd� Permit No. Master Permit No—Z-/-, _ Yl JOB ADDRESS: /5) W Q0 15+ City: Miami Shores County: Miami Dade Zip: _-:5 Folio/Parcel#: A 2/0 O 02- 0 /?,6 Is the Building Historically Designated: Yes OWNER: Name (Fee Simple NO Flood Zone: i enanvLessee Name: Email � sr-5-7—�-7q`7 CONTRACTOR: Company Name:., �� c'LJ/7 Phone#: Address: 001,5/LVLT LIS-)"V� City: 0 State: ,),::,;6 Zip: ag Qualifier Name: _(-U/Ll d /U /--)I C4 2 Phone; State Certification or Registration #: (26C %S)l,3q 2— Certificate of Competency #: Contact Phone#:,� L99-)�i Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: (P 2, Type of Work: UAddress Iteration ONew ORepair/Replace ODemolition Description of Work: qj ile �ACqP-I e7a dezS Submittal Fee $ Permit Fee $ ��V CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ • �� Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ a Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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. Signatur C Signature er or Agent Contractor The foregoing trument was acknowledged before me this oZv' The foregoing instrument was acknowledged before me this*" day of , 20 by W r,Mre-TW- 'e?I day of C19% . 20/ by ef 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. NOTARY PUBLIC: Sign: aaL lrj— Print. My Commission Ex e,9�" 'i c, ZOILA R. M11140A MY COMMISSION # EE 155207 • s`: EXPIRES: December 21, 2015 Bonded ihru Notary Public Underwrite APPROVED BY i'�� ` Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07XRevised 06/10/2009XRevised 3/15/09) as identification and who did take an oath. NOTARY PUBLIC: Sign V a�� - Prin . •, " , *: MY COMMISSION # EE 155207 My Co EXPIRES: December 21, 2015 ff of 1y°P` Bonded Thru Notary Public Underwriters Zoning Clerk Sep -20. 2013 11:50AM No.3290 P. 1/1 .r CERTIFICATE OF LIABILITY INSURANCE 09/20/2013 DATE rY) THIS CERTIFICATE 18 ISSUED AS A MATTER OF:INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE D6ES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the Certificate holder In Ilan of such andorsament s . PRODUCER WcTSara! Medina Emmanuel Insuranc® Agency, Inc. 2370 E. 8th Avenue PNGN 4, " (305). $36-3151 - et Hialeah, FL 33013 INSURERIS) AFFORDING COVERAGE Imp INSURER A: Brld efleld Employers Insurance Com an _ 10701 INSURED Stormwise South Florida, Inc. PO Box 310488 INBURER B — INBURBRc: � � INSURER D: Miami, FL 33231-0488 II I(RER E ___-- SURER P! nG YNDIVI\ 1\YIYICGIS: THIS )S TO CERTIFY THAT THE POLICIES OF INSURANCE LisTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,' TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, TYPE OF INSURANCE ADDL ovum POLICY Nor immin Ll Y NxP LIMITS OENERAL LIABILITY EACH OCCURRENCE S COMITY MERCIAL GENERAL LIAPIL CWMB-MADE OCCUR E$�e nxurranrs)_ Mq EXie,{[ :Ott�..r¢ n)__ PERSONAL ILADV INJURY GENERAL AGGREGATE S OEN'L AGOPAGATE LIMIT APPLIES PER; PRODUCTS • COMPIOP AGO S — – — --- POLICY 29 7 LOG----- -- - AUTOMOBILE LIABILITY C I&INEDSING1.6-LIMIT ANY AUTO ALL OWNED SCHEDULED BODILY INJURY (Par person) BODILY INJURY (Par ac claht) �.......__..__... III _... AUTOSAUT08WNED HIRED AL+r08 AUTOS8 — 6 -- . UMBREL9 OCCUR EACHOCCURRENCE ExcEBSLIAR CLAIMS -MADE AGGREGATE � DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS'LIAIIILrrY 0830.48804 08/19/2013 08/19/2014 X TA O.T.' A AWYIN IL, EAOHAGOID 1 1 0,000 Fo USER EXCLUDED? � NIA (Merlddeam M Nhd H trs desctl6e chder El- DISEASE - EA EMPLOYE 1,000,000 E.L. DISEASE - POLICY LIMIT 1,000,000 RtIFTION 066CRIPTION OF OPSRATIONB t LOCATIONS I VSHIcum IAHWh AOdRD 101, AddlHonal Remarks Bohedule, H more epee is required) Item 3. A.: Workers Compensation insurance app Iles to the Workers Compensation Law of the states listed here: Florida CERTIRIL`OTC rare nee: _------ Mlaml Shores Village 10050 NE 2Ave Miami shores, FL 33138 $MOULD ANY OF THE ABOVE DESCRIBED POLICIES 1319 CANCOLLEb BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED RS'ARESBNTATIVS Carol Sipe y�c �boaw7u AGOIiD GF7RPDRATION. All rights reserved. ACORD 25 (2010/05) The ACOitD name and logo are registered marks of ACORD NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.//,3/0`/` O.//c3 i01 026-04-'20 ' 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. description of Description of improvement: ry OR Ckt 28738 Ps 0164p' (Ips) RECORDED 07/24/2013 119:57:57 HARVEY RUVINP CLERK OF COURT MIAMI-DADE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office �"A 10 P�l< PA _� 400 '1") 1` 2: 77- 3. Owner(s) name and addr sus: _ °'— ® W "° `° I aclazl v_ I Interest in property: ' �� 35 I Name and address of fee simple titleholder: 4Co ractor's name address and phone number: i Surety: (Payment bond required by owner from contractor, if any) ° Name, address and phone number: Amount of bond $Q 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, address and phone number: i 8. In addition to himself, Owners designates the following person(s) 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: a copy of the Lienor'§ Notice as provided in Section (the expiration date is 1 yeallom the Its of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. of Qwlher(s) or Prepared B (1 Prepared By WIN 361 d IlkAn-rid-a-3ne-------- Print Nam ' d' , Print Name Permit[*Ortn+ent Title/Office 040A��' Title/Office 13015 NW 45 Ave OQa Aon FL 330" STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoinq instrumentswas aekngwledged before me this day of _+ Wiridividually, or ❑ as for ❑ Personally known, or ❑ produced the following type of identifi atiom -- Signature of Notary Public: — Print Name: — (SEAL) ZOILA R. �IRANDA MY COMMISSION It EE 155207 VERIFICATION PURSUANT TO SEC'CION 92.525 FLORIDA TAT °a EXPIRES: December kP-.1 20,15 Under penalties of perjury, I declare that I have read the foregoing that the facts stated in it are true, to the best of my knowledge and Sig ature(s) of Owner(s) r ner 's Authorize Officer/Director/F By By 123_01- PAGE 9/12 is a true copy of the 'rAye e n rs�a+'�r^ nn -ray n+ r/ ger who signed aroVe:,— - NiTNESS rrsy of Q null and Margaret Laforst 153 NW 96 St Miami Shores, FI 33150 # description W H 1 Al. Panel 60 82 2 accordion 84 52 3 accordion 84 52 4 accordion 37 51 5 accordion -20 39 6 accordion .... _ _ 19 51 ........ 7 accordion .37 51 8 accordion 26 26 9 accordion :37 38 10 accordion 37 38 11 accordion 121 82 12 Roll Down i53 48 ` 13 Roll Down .39 82 14 accordion 1:74 51 15 accordion 38 51 16 accordion '84 52 17 accordion 84 52 18 accordion 38 27 19 accordion 27 26 20 accordion 36 80 ppiarniI�®� ®,rrtl;a APPFIOV, D By nATE O9� DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REn111 AT'IM l r (1 Lock Inside V i !1 1. 1 t4 cr A Y! POA Coq—OSa-M— cj 0 N 09-0S.)'�,0� _ock Inside FL �l It L� \� e 4 - `TVICY ENGINEERING, INC. C GLAZING CONSULTANTS 9110 SUNSET DRIVE. MIAMI, FL 33173 PH: 305.271.0117 FAX: 786.573.5063 2010 FLORIDA BUILDING CODE & ASCE 7-10 DESIGN LOADS FOR COMPONENTS AND CLADDING WIND VELOCITY= 175MPH (RISK CATEGORY II ) MRH =0-60' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENTED TO DEPICT THE -WORST CASE" PRESSURES. "WORST CASE" IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOW VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VAUD FOR ALL ROOF SLOPES. REDUCTION FOR ROOF SLOPE LESS THAN 1d SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN ( AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE PEAK ROOF HEIGHT. 6. ALWAYS ROUNDUP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION ( HEIGHT " WIDT4 OR THE SPAN LENGTH ( HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH ( HEIGHT %) . USE THE AREA BETWEEN STRUCTURAL AREA OF AN OPENING CANNOT IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR ( ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY YIPING WANG, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN &INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST ( WIND VELOCITY) FOR A RISK CATEGORY 11 ( GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) FOR A RISK CATEGORY III SEPARATE TABLE WITH 186 MPH WILL BE USED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +1-0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd = 0.85 ( DIRECTIONALITY FACTOR) WITH LOCAL BUILDING D / g14�kEWO lay% = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTTC'is CE di 01 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. ® YYY MM q 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOS • • • • • • • • 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CE'q. •o OR AFFIRMATIONS ARE INTENDED. kr, conn ncn�rre•rnu HEIGHT ® • C"AAN.28 77 a = 10% OF LEAST HORIZONTAL DIMENSION OR 19 40% OF MEAN ROOF HEIGHT,WHICHEVER IS SMALLER, c • ROOF • BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. HEIGHT 'HEIGHT • USE ZONE 51F ALL IN QUESTION. CONSULT AN ENGINEER • FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. I ® I ® ia " I �t ELEVATION a • FOR MIAMI-DADE COUNTY •I'�' ,,@@y� WALL ZONE FIGURES a ISSEF > 20I� ��d\ 0®BD �Yo oo -- DEM PFEUFES (PJFi - ZONE 4 DE" PRISSJRES ZONE 6 Mean Mean T butary Area q Ft) Tributary Area (Sq Ft) Roof Roof i0 15 20 0 25 - 3 } 35 40 45 50 10 15 ' 20 25 s 30 - 35 40 45 50 Ht!ah Heig t 40.1 39.0 8.3 37.7 37.2 .8 36.5 36.2 35.9 40.1 39.0 .3 7.7 37.2 36.8 36.5 36.2 35.9 0 -15 ft - 43.5 -42.4 41.7 -41.1 0.6 40.2 -39.9 -39.6 -39.3 0 -15 ft -53.7 -51.6 -50.1 48.9 -48.0 -47.2 -46.5 -45.9 45.3 40.6 39.5 38.7 38.2 37.7 37.3 36.9 36.6 36.3 40.6 39.5 38.7 38.2 37.7 37.3 36.9 36.6 36.3 16 ft �4 0 42.9 42.2 41.6 41.1 40.7 40.4 40.0 -39.8 16 ft _req 3 -52.2 -50.7 49.5 48.5 47.7 47.0 46.4 45.8 41.5 40.4 39.6 39.0 38.6 38.1 37.8 37.5 37.2 41.5 40.4 39.6 39.0 38.6 38.1 37.8 37.5 37.2 18 ft -45.0 -43.9 -43.2 -42.6 -42.1 -41.7 -41.3 -41.0 -40.7 18 ft -55.6 -53.4 -51.9 -50.6 -49.7 -48.8 -48.1 -47.5 -46.9 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 20 ft -46.1 -44.9 -44.1 -43.5 -43.0 -42.6 -42.2 -41.9 -41.6 20 ft -56.9 -54.6 -53.0 -51.8 -50.8 -49.9 -49.2 -48.6 48.0 43.2 42.1 41.3 40.6 40.1 39.7 39.3 39.0 38.7 43.2 42.1 41.3 40.6 40.1 39.7 39.3 39.0 38.7 22 ft -46.9 -45.7 -44.9 -44.3 -43.8 -43.4 -43.0 -42.7 -42.4 22 ft -57.9 -55.6 -54.0 -52.7 -51.7 -50.8 -50.1 49.4 -48.8 44.0 42.8 42.0 41.4 40.8 40.4 40.0 39.7 39.4 44.0 42.8 42.0 41.4 40.8 40.4 40.0 39.7 39.4 24 ft -47.7 -46.5 -45.7 -45.1 -44.6 -44.1 -43.7 -43.4 -43.1 24 ft -58.9 -56.6 -54.9 -53.6 -52.6 -51.7 -51.0 -50.3 -49.7 44.7 43.5 42.7 42.1 41.5 41.1 40.7 40.4 40.0 44.7 43.5 42.7 42.1 41.5 41.1 40.7 40.4 40.0 26 ft -48.5 -47.3 -46.5 -45.9 -45.3 -44.9 -44.5 -44.1 -43.8 26 ft -59.9 -57.5 -55.9 -54.6 -53.5 -52.6 -51.8 -51.1 1 -50.5 45.5 44.3 43.4 42.8 42.2 41.8 41.4 41.0 40.7 45.5 44.3 43.4 42.8 42.2 41.8 41.4 41.0 40.7 28 ft -49.3 -48.1 -47.3 -46.6 -46.1 -45.6 -45.2 -44.9 -44.6 28 ft -60.9 -58.5 -56.8 -55.5 -54.4 -53.5 -52.7 -52.0 -51.4 46.2 45.0 44.2 43.5 42.9 42.5 42.1 41.7 41.4 46.2 45.0 44.2 43.5 42.9 42.5 42.1 41.7 41.4 30 ft -50.2 -48.9 -48.1 -47.4 -46.9 -46.4 -46.0 -45.6 -45.3 30 ft -61.9 -59.5 -57.7 -56.4 -55.3 -54.4 -53.6 -52.9 -52.2 47.7 46.4 45.5 44.8 44.3 43.8 43.4 43.0 42.7 47.7 46.4 45.5 44.8 44.3 43.8 43.4 43.0 42.7 35 ft -51.7 -50.4 -49.5 -48.9 -48.3 -47.8 -47.4 -47.0 -46.7 35 ft -63.8 -61.3 -59.5 -58.1 -57.0 -56.0 -55.2 -54.5 -53.8 49.1 47.8 46.9 46.1 45.6 45.1 44.6 44.3 43.9 49.1 47.8 46.9 46.1 45.6 45.1 44.6 44.3 43.9 40 ft -53.2 -51.9 -51.0 -50.3 49.7 -49.2 -48.8 -48.4 -48.1 40 ft -65.7 -63.1 -61.3 -59.9 -58.7 -57.7 -56.9 -56.1 -55.4 50.2 48.9 48.0 47.3 46.7 46.2 45.7 45.3 45.0 50.2 48.9 48.0 47.3 46.7 46.2 45.7 45.3 45.0 45 ft -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 -49.6 -49.3 45 ft -67.3 -64.6 -62.8 -61.3 -60.1 -59.1 -58.2 -57.5 -56.8 51.4 50.1 49.1 48.4 47.8 47.2 46.8 46.4 46.0 51.4 50.1 49.1 48.4 47.8 47.2 46.8 46.4 46.0 50 ft -55.8 -54.4 -53.5 -52.7 -52.1 -51.6 -51.2 -50.8 -50.4 50 ft -68.9 -66.2 -64.2 -62.7 -61.5 -60.5 -59.6 -58.8 -58.1 52.4 51.0 50.0 49.3 48.6 48.1 47.7 47.3 46.9 52.4 51.0 50.0 49.3 48.6 48.1 47.7 47.3 46.9 55 ft -56.8 -55.4 -54.5 -53.7 -53.1 -52.5 -52.1 -51.7 -51.3 55 ft _70.1 -67.4 -65.4 -63.9 -62.6 -61.6 -60.7 -59.9 -59.2 53.3 51.9 50.9 50.1 1 49.5 1 49.0 48.5 48.1 48.1 47.7 53.3 51.9 50.9 50.1 1-65.0 49.5 49.0 1-627. 48.5 48.1 47.7 60 ft -57.8 -56.4 -55.4 -54.7 -54.0 -53.5 -53.0 -52.6 -52.3 60 ft - -68.6 -66.6 -63.8 -61.8 -61.0 -60.2 INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENTED TO DEPICT THE -WORST CASE" PRESSURES. "WORST CASE" IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOW VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VAUD FOR ALL ROOF SLOPES. REDUCTION FOR ROOF SLOPE LESS THAN 1d SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN ( AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE PEAK ROOF HEIGHT. 6. ALWAYS ROUNDUP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION ( HEIGHT " WIDT4 OR THE SPAN LENGTH ( HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH ( HEIGHT %) . USE THE AREA BETWEEN STRUCTURAL AREA OF AN OPENING CANNOT IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR ( ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY YIPING WANG, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN &INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST ( WIND VELOCITY) FOR A RISK CATEGORY 11 ( GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) FOR A RISK CATEGORY III SEPARATE TABLE WITH 186 MPH WILL BE USED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +1-0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd = 0.85 ( DIRECTIONALITY FACTOR) WITH LOCAL BUILDING D / g14�kEWO lay% = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTTC'is CE di 01 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. ® YYY MM q 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOS • • • • • • • • 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CE'q. •o OR AFFIRMATIONS ARE INTENDED. kr, conn ncn�rre•rnu HEIGHT ® • C"AAN.28 77 a = 10% OF LEAST HORIZONTAL DIMENSION OR 19 40% OF MEAN ROOF HEIGHT,WHICHEVER IS SMALLER, c • ROOF • BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. HEIGHT 'HEIGHT • USE ZONE 51F ALL IN QUESTION. CONSULT AN ENGINEER • FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. I ® I ® ia " I �t ELEVATION a • FOR MIAMI-DADE COUNTY •I'�' ,,@@y� WALL ZONE FIGURES a ISSEF > 20I� ��d\ 0®BD �Yo oo -- sa e IUL M IAM!•DADE ! ' r _ u c TY, LORIDA ME - Fl, LER G BUILDING CODE COMPLIANCE OFFICE (B O) 140 WEST , T 1603 PRODUCT CONTROL DIVISION I,, TI3 '1 1563 _ NOTICE OF ACCEPTANCE (NOA) www 111 t iii duaEv%buildiincode Rolling Shield Inc. 2500 N. W.'74`" Avenue Miami, FL 33122 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 oduct or material tested for quality assurance purposes. If this product or material fails to perfc rm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may imm dia eloke, modify, or suspend the use of such product or material within their jurisdiction. BORA Q reser a h2i 3,lit to revoke this acceptance, if it is determined by Miami -Dade County Product Control C� Divi io ha is. product or material fails to meet the requirements of the applicable building code. This r ' uc s approved as described herein, and has been designed to comply with the Florida Building illus& the High Velocity Hurricane Zone. DE CIP PSI N: Series Extruded Aluminum 50mm Slat Roll -Up Shutters - L.M.I. _ AP RSVimed e- OCUMENT: Drawing No. 09-040, titled "50mm Slat Roll -Up Shutter", prepared by Tilte o eic06/01/09, sheets I through 16 of 16 including IA, 3A, 5A, 5B & 14A, with revision "l" date 0 039 signed and sealed by Walter A. Tillit Jr., P. E., bearing the Miami -Dade County Product Con ole� i n stamp with the Notice of Acceptance number and expiration date by the Miami -Dade tyrocr Control Division. 0 o SI,bE �riCT RATING: Large and Small Missile Impact Resistant z L T)�3 S � c3`l . 01l ht Mechanism is Not part of this approval and must be certified by independent testing agency. Q o n . `�' Ii in separation from interior storm bar to existing glass shall be as shown on sheet 12 of 16. � . Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 revises NOA # 05-0929.02 and consists of this page I and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 09-0527.05 MIAM12 DECOUNTY Expiration Date: June 07, 2014 S.0 Approval Date: July 02, 2009 �'� Page I t, ,r Rollin Shield Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 09-040, titled "50mm Slat Roll—Up Shutter", prepared by Tilteco Inc., dated 06/01/09, sheets I through 16 of 16 including 1A, 3A, 5A, 5B & 14A, with revision "1" dated 04/03/09, signed and sealed by Walter A. Tillit Jr., P. E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test per PA 202, 2) Large Missile Impact Test per PA 201 3) Cyclic Wind Pressure Test per PA 203 along with marked—up drawings and installation diagram of Series CD40, of Aluminum Roll—Up Shutters, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL 2485 dated 01/12/2000 and FTL3013 dated March 13, 2001, signed and sealed by A. P. Gonzalez, P. E. (Submitted under previous Association NOA # 06-0144) 2. Test report on: l) Large Missile Impact Test per PA 201, along with marked—up drawings and installation diagram of Aluminum Storm Bar, prepared by Fenestration Testing Laboratory, Inc., Report No.'s FTL. 2637, 2639, 2640, 2641 and 2642, all dated 07/25/2000, signed and sealed by A. P. Gonzalez, P. E. (Submitted under previous Association NOA # 06-0144) 3. Test report on: l) Simple Loading Test, per FBC along with marked—up drawings and installation of Aluminum Storm Bar, prepared by Fenestration Testing Laboratory, Inc., Report No. FTL 3013, dated 03/13/2001, signed and sealed by A. Acevedo, P. E. (Submitted under previous Association NOA # 06-0144) 4. Test report on: 1) Impact Test, per FBC, ASTM D 256, 2) Flexural Test, per FBC, ASTM D790 3) Tensile Property Tests, per FBC, ASTM D638 along with marked up drawings and installation of plastic sample, prepared by Certified Testing Laboratories, Inc., Report No. CTL 0410G, dated 04/09/2001 signed and sealed by Ramesh Patel, P. E. (Submitted under previous Association NOA # 06-0144) C. CALCULATIONS 1. Comparative analysis for slats; storm bars, headers, tracks, mullions and anchors, using rational analysis dated 04/23/09, pages 1 through 201 of 201, prepared by Tilteco, Inc. signed and sealed by Walter A. Tillit Jr., R. E. (Submitted under Association NOA # 09-0612) Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0527.05 Expiration Date: June 07, 2014 Approval Date: July 02, 2009 E-1 Rollins Shield Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement Letter of product compliance to FBC and "No financial interest" dated April 09, 2007, signed and sealed by Walter A. Tillit Jr., P. E. (Submitted under Association NOA # 09-0612) 2. Laboratory compliance letter for Test Report No. FTL. 2637, 2639, 2640, 2641 and 2642, issued by Fenestration Testing Laboratory, Inc., dated July 25, 2000, signed and sealed by A. P. Gonzalez, P. E. (Submitted under previous Association NOA # 06-0144) 3. Laboratory compliance letter for Test Report No. FTL 3013, issued by Fenestration Testing Laboratory, Inc., dated March 13, 2001, signed and sealed by A. Acevedo, P. E. (Submitted under previous Association NOA # 06-0144) 4. Laboratory compliance letter for Test Report No. CTL 0410G, issued by Certified Testing Laboratories, Inc., dated April 09, 2001, signed and sealed by Ramesh Patel, P. E. (Submitted under previous Association NOA # 06-0144) G. OTHERS 1. Notice of Acceptance No. 05-0929.02, issued to Rolling Shield, Inc. for their Series "Extruded Aluminum 50mm Slat Roll—Up Shutters", approved on 05/07/07 and expiring on 06/07/09. 2. This NOA is approved as a Member of the National Shutter Association, Inc. (Submitted under Association NOA # 09-0612) 3. Release letter issued by National Shutter Association, Inc on 06/29/09 for "40mm Rolling Shield Shutters, signed by Sam Downs, Association President. 4. Acknowledgement letter issued by Rolling Shield, Inc. on 06/29/09, signed by Jose A. Delgado, President of Rolling Shield, Inc. 5. Acceptance letter issued to Rolling Shield, Inc. on 07/01/09, signed by Jose A. Delgado, President of Rolling Shield, Inc. and signed by Rolf — Christian Friedrich, Miami—Dade County BCCO — Product Control Engineer 1. Jaime D. Gasco i, P. E. Chief, Product Control Division NOA No. 09-0527.05 Expiration Date: June 07, 2014 Approval Date: July 02, 2009 E -2 cEN1ERAl NOTEs: 1. ROLL -UP SHUTTER SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. THIS ROLL -UP SHUTTER MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-OADE/BRGWARO COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PAD. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. FASTENERS SPACING INTO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2005. ROLL -UP SHUTTER'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER TAS -201, 202 & 203 PROTOCOLS, AS PER FENESTRATION TESTING LAB. REPORTS # 2512, 2514, 2605, 2671, 2637, 2640, 2641, 2642, 2736, 2737 & 3013. 2. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 -TB ALLOY & TEMPER (UNLESS OTHERWISE NOTED). 3. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 ksi YIELD STRENGTH AND BO ksi TENSILE STRENGTH. ALL TEK SCREWS SHALL BE AS MANUFACTURED BY ITW BUILDER, INC. 4. BOLTS TO BE ASTIR A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. S. STORM BARS AT FLOOR AND CEILING MOUNTING INSTALLATIONS MAY BE REMOVABLE AT NON HURRICANE CONDRIONS. HOWEVER. EACH STORM BAR SHALL BEAR A PERMANENT LABEL IN A VISIBLE PLACE WITH A WARNING NOTE INSTRUCTING THE TENANT OR OWNER THAT STORM BARS MUST BE INSTALLED WITH CORRESPONDING HARDWARE DURING PERIODS OF HURRICANE WARNING AND THAT ROLL UP SHUTTERS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL STORM BAR ARE INSTALLED AS DIRECTED. 6. REMOVABLE STORM BARS SHALL BE STORED IN A CONSPICUOUS PLACE WITH EASY AND IMMEDIATE ACCESS SO THAT THEY CAN BE REACHED AND INSTALLED ANY TIME (HURRICANE CONDITIONS OR NOT) SLATS ARE ROLLED DOWN. THE EFFECT OF THE SLATS ROLLED DOWN WITHOUT STORM BARS IS: THOSE SLATS WILL SUP OUT OF TRACK DUE TO THE DEFLECTION CAUSED BY WIND FORCES. WHEN REMOVING STORM BARS, ONE STORM BAR SHALL ALWAYS BE LEFT INSTALLED (SHALL NOT BE REMOVED). THIS CONDITION IS ONLY REQUIRED FOR HEADER SPANS EQUAL OR GREATER THAN 12'-01. 7. ANCHORS TO WALL FOR SIDE RAILS & BOX CONNECTION SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): (A) TO EXISTING POURED CONCRETE (Min. Yc=3192 psi): - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY ITN BUILDER, INC. NOTES: At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE IS 1 3/4'. NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTE A7 ABOVE. (8) TO EXISTING CONCRETE BLOCK WALL (ASTM C-96): - 1/4' 0 TAPOON ANCHORS AS MANUFACTURED BY TTW BUIIDEX, INC. NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE 1 1/4'. 8.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTE B.1 ABOVE. (C) TO EXISTING WOOD FRAME BUILDING: SOUTHERN PINE $2 W/ G=0.55 MIN. - 1/4'0 LAO SCREWS PER N.D.S. NOTES: C.1) MINIMUM THREADED PENETRATION OF LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2' NO THREADED PENETRATION IWO STUCCO SHALL BE CONSIDERED AS PART' OF THE REQUIRED THREADED PENETRATION. C.2) MINIMUM EDGE DISTANCE OF LAG SCREWS INTO WOOD SHALL BE AS INDICATED ON SHEET 11. C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE M-11NO SUCH PANELS. MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE. 8, ANCHORS SHAD. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 9. ANCHORS REQUIRED FOR STORM BARS, HEADER & MULLIONS CONNECTIONS TO CONCRETE (MIN. Yc=3000 PSI) SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 5, SA, 58, 6, 7, 8 & 10 OF 16 RESPECTIVELY. -CALK-IN ANCHORS TO BE AS MANUFACTURED BY POWERS FASTENERS, INC. -TAPCON ANCHORS AS MANUFACTURED BY ITW BUILDEX, INC. -KWIK BOLT TZ EXPANSION ANCHORS AS MANUFACTURED BY HILTI, INC. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMSEDMENTTS ARE BEYOND ANY FINISH MATERIAL AN( -1/4'0 TAPCAN TAPCON SPACING EDGE DISTANCEPOURED MINIMUM EMBEDMENT CONCRETE CONCRETE BLOCK -1/4'0 CALK -IN J' 2 1/2' 3' 3' 1 3/4' (Min. Na=3192 pet) 1 1/4' (ASTM C-90) 7/6' (pin. f'e-3000 pet) - -3/B'0 CALK -IN -1/2'o CALK -IN 3 3/4' 5 4 1/2' 1 1/4' (pin. 1'am3000 psi) - -5/16'0 TAPCON XL 3 3/4' 6' 4' 1 1/2' (MM. Pe=3000 pi) -3/8'0 KWIK BOLT R 6' 4 3/8'2' 1 3/4' (ASTM C-90, GROUT FOLM) (Min, Ca=3000 psi) -1/2'0 KWIK BOLT TZ 9 3/4 6' J 1/4' (Min. Yc-3000 psi) 10. POLYETHYLENE BLOCKS USED AT SPRING LOADED SYSTEM FOR REMOVABLE STORM BRS SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS: ASTM DESIGNATION D256 PROPERTRES IMPACT RESISTANCE VALUE 7.95 FT-Lb/In (AVERAGE) 0638 TENSILE CAPACITY 4243 psi (AVERAGE) 0790 FLEXURAL CAPACITY 1012 Psi (AVERAGE) 11. 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 THIS SHUTTER SHAU. ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAUL( 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. 13. SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAIL APPROXIMATELY 4' ABOVE THE BOTTOM OF SUCH RAIL LABEL SHALL READ AS FOLLOWS: ROLUNGSHIELD. INC. MIAMI, FL MIAMI -RADE COUNTY PRODUCT CONTROL APPROVED. 14. ROLL -UP MECHANISM NOT PART OF THIS APPROVAL, BUT SHALL BE CERTIFIED BY AN INDEPENDENT TESTING AGENCY. 15. ROLL -UP SHUTTER INSTALLATION SHAD. COMPLY WITH SPECS INDICATED IN THIS ORAVANG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M. 16. (a) THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PAD. WILL BE CONSIDERED IWAUD IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WF WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PAD. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINE OF RECORD THAT PREPARED IT. ��+ Q 1 U4MWM AWWON SPAY (SEE SCW&,U ) 4 o �"_ 77'-0' AMAX. WMM HASH/ �0 1 \ §--------------------- --- b ® a MIN � 4 / ------- ---- ------------ y y Y �4 c co C— ll b � 4 b � N h p ---------_ �AdWWb1 SlORU NAR SPAN (SEE --,M mw swjw ew S-M lar SMVVMO MA-go NAa7YUN AYUaN SPAN (SEEgE)._.� a . 1®8 b n bg g< a-q Ut t � 0 a -I :fill ;u t4 � 4o 0 m + .6.0- �r L ,® © TYPE 2 SLA T: © TYPE 1 STORM BAR: 2' EXTRUDED STORM BAR EXTRUDED ALUMINUM 606.1 -re atuea" Accor BOTTOM SLAT SCALE.• 1/2' = 1' �aoa0ao0o 1/e _, T uv ar ,0• e0nwr 371 EXTRUDED STORM BAR re Atwwwtar fluor ss sWW WIAW 4 ,ir $s za sraaavc rRau WP Ara W ©e TYPE 6 STORM BAR.• 4 HEAVY EXTRUDED STORM BAR 606.s -re aLUa®vwc ALLOY SCALE 1/2' = r' sir sa ua1• j''� a�,y a6ss• � I � g 011- g � � .sse•--I � ryr. —�r � � — .cr • ,.1sa. ©TYPE r-� 3' UDED STORM BAR -re ALUAONUA! Accor . r/z• = r. © rrPE 3 Q TYPE 1 ,� �� SIDE RAIL• 60E7 -TB Afyon. ALLOY SIDE RAIL: scALe 1/2` = r' SCALE 1/2' = J' 606.1 -re arum. fluor scAtE• 1 aez�• .zar wa- bre LJA •1 © TYPE 4 a SIDE RAIL: sass -re Alm A Lor SCALE 1/2' = 1' _TYPE 3—STOW BAR• 0 -TYPE 4 STORM P. 4' EXTRUDED STORM BAR 4' HEAVY EXTRUDED STORM BAR 6aa1-re .uwriw.w fluor soea-re uuumruts ALLOY state r/z' = r^ SCALE- 1/2. = 1. N 717+ �1YP L QH HEADER TYPE 2• Q/ HEADER TYPE T. soar-ts AtuMr ALLOY 6061-76 ALtierwum au0r scAte 1/2' = r' scALe 1 /2• = 1. a TYPE ©SIDE RAILS• gm -O —052 • OS 60a1 -r6 Aum. fluor ti; �� SCALe 1 /2' �_:' 'T /2' = r' - aez�• .zar wa- bre LJA •1 © TYPE 4 a SIDE RAIL: sass -re Alm A Lor SCALE 1/2' = 1' _TYPE 3—STOW BAR• 0 -TYPE 4 STORM P. 4' EXTRUDED STORM BAR 4' HEAVY EXTRUDED STORM BAR 6aa1-re .uwriw.w fluor soea-re uuumruts ALLOY state r/z' = r^ SCALE- 1/2. = 1. N 717+ �1YP L QH HEADER TYPE 2• Q/ HEADER TYPE T. soar-ts AtuMr ALLOY 6061-76 ALtierwum au0r scAte 1/2' = r' scALe 1 /2• = 1. a TYPE ©SIDE RAILS• gm -O —052 • OS 60a1 -r6 Aum. fluor ti; �� SCALe 1 /2' �_:' 'T o a QN TYPE 1 MULLION, 4' EXTRUDED MULLION 6D6 --r6 ALUMWUM ALLOY scux, 1/r - 1' (D _TYPE 2 MULUON: 4' HEAVY EXTRUDED MULLION 6O6J-T6 ALUMINUM ALLOY SCALE- 1/r = r CJ 17 STUB DETA to n (At T. S.) e 1 7OP PROFXE -003-N28 ALL0Y 2 8OT7OM LEADER W/PLUSK REW PROFILE J008 -N28 A 40Y - N © _TYPE 3 MULLION: 6' EXTRUDED MULLION 6= -TB ALAV" ALLOY =U -F' 1/2' a i' �S� W y 1 as aweFm (aP1roNAL) PR0DUCTREVISED es omvp M with the Flmida 4 BOTTOM PROFILE Joos -N26 ALLOY. RQ BOX SIDE BRACKET TYPES l� —05� LVYER PR0F2E J005-7128 ALLOY. NYLON OIS1L• 4 os 1/4' 0. D. , 20 (4 ROLLWO CLWWN W/BALL.£ ' 8 BOX SIDE RRACATT.. CAST ALLWzWJM. • • SRAU. 8E .^FABLE 10 SUSTAIN SLAT'S WFTGNT AND ASSURE LIFTING es' 9 RIBBOAt l7/J2• mDE MECNANl9, SEE ROTE 1J/1). MIamDl ade P78dactC=im1 SUE RAu f scar. ExrRUDm auMudrDM aztmRc HOOF.' GALVANTLED S7EEL DRUM. 1 B/16. 0. a x 0.O32, mR RErAW1NG METAL PLATE 26 Ga. Gaiv 58. AT EACH VVV a �� NYLON FERRULE 1 17/72' 0. D. x 0.045' Thk. x J 5/16 L.V. ® 1�� ONEN S in 1 ONF7tANEL (SFEJA OF 16 FOR ALTERNATE ROLL -UP SHUTTER UFTM MECHANLSMSJ 4 x r/2' S 5: L_ (SEE NOA": J ON SHEET 1)' �- P D1Y19IOR Florida Building Code (High Velocity Humcone Zone ® 1a1EC0 M- SLAT ROLL—UP SHUTTER °RA"RLG 81` ECO1 ROUNGSHIELD, INC. `��IL f TES71N0 R ENGWEERINO COMPANY 20 AL W. 74H AVE .�r�mn(.ias11.67std-. timld , . rFxmwa: n0amA®)8F7n1a-tFmc t�1� 6Ai FL 73122 09-040 e-ma8: t1ftaeo®a4Lcam axn, : f-6aet . fm : Aitnlw-sLU E8 -0O08718 a®�.w oa, xa s murtm mrr ORAmRG No rM.IER 0. 7IUJT Jr. P.E. FLO MA L'm. 6 a4197 m aY-pn •/y0o _ SHLET J of 16 TYPE DRIVE ROLL -UP SHUTTER SYSTEM MOTORIZED ROLL -UP SHUTTER SYSTEM J ?NATE ROLL - UP SHUTTER L (SEE NOTE 13 ON SHEET 1) HAND CRAB SHUTTER SYSTEM PRDDUL-3, rEV[S.ED �,�5 C�ertth t6s Florida 1¢2e� POLVED COACREKE Cp rCMCME ANa°Rs (SEE °N Y • r ' OL ORM IRs s j a rZAFMV OR O l� S! SW'FOLU ON .ffOtORm N O• nos sR� r a ORO - � 88.4 r .25V. MURED r a0 r J/a 117( �r tia• a G s°° 2'k.31W,, .270O©OR® J a"vrr/a• „700• .rvOR SEC7%ON P - P (1) : WALL MOUNT sauz. 1/2' > 1' SIDE RAIL ANCHOR SECTION P - P (2) : SIDE WALL MOUNT > ✓ OK ©OR SCH nrur SIM DESIGN PpcSSURE RATJNG "W" � 1112 1 f w-1 OR w -z .zso-SECTIO 0 ; MULLION MOUNT (PACE MOUNT U d� O ©OR ® sagr. 1A,FOR < 1 D o CONNECTION TPnl/1P£n CONCItcrc nv SECTION P - P (3 : ,BUILD -OUT MOUNT ,yAsnnmv µ� I (USE MAXIMUM VALUES BETWEEN POSIT, FOSI = 1• scare 1/r N O AND NEGATNE LOAD) M RAIL SIDE RAIL OROSIDE vw ""!6•mavmr SIDE RAIL SIDE RAIL © '' RI SCREW 6" a �RSLfESS �� WALL AQUA? AMOW MOUNT WE o 00 8 . 6' 6 . 4. 6' OR M _6' 6' 6• 6, 6' s' 6• 6• 5. 6' 6' A 6' 4' >80.0 70 150.0 5 4 1/2' J 1/2" 6- 4� 6' 6' 6• 3� ' • I 6• a• 6_ 5' 6' 6 5 1A? J. 6' 3 /A >750.0 TO 7950 1/2' N $• J 1/2 6• � 6• 3 1/�' 6• 6' 6' 6' 6• N A � / 6' 6' N� y70- 5' 4 1/2' ,�' 6• Nor coNCRlte s• s' 6• s' >W-1 OR W-2 6. s" s• SECTION R - R : MULLION MOUNT &ocx scue (FACE MOUNT) �, 1/a• = r POURED CONCRETE' r/,e'mra• rpt .zsa• Mvr 1/410r SUBSTRATE LFr.END d a SG2ly ®e0 0 °. a N O O K J O ORO OL aR ® A ©°R A r A * MAXIMUM ANCHOR SPACING (in) AT S/DE rc ILs VERSUS DGE DISTANCE = E. PRODUcmFD ft ° �'9`�"eFlov1a D. 4AXIIdUb1 ANCHOR SPACING r/a m r J/a rcx aew N O N. Q -0s2% s a' a c � 201 �" AR£ VAUD FOR S' EDGE OR O �j D75TANCE - d1m SECTION R — R By J1 SCALE -1— /2• MULLION MOUNT (INSIDE MOUNT) Nsamdt3aamaconwi �ll'isim SECTION R/I (2) : MULLION MOUNT (PACE MOUNT) 02009F7ordo Bufib*, code High V°I Hu r°orte Zone) scAt '/�? 50mm SLAT ROLL -UP SHUTTER m N 5>, L E C O r p c. ROLUNGSHIELD INC. 41,Yl- > nwr 7es11N° a /y�.4� �� e.19 xa. Jam. 9. eb. d�m.°vdu NQ COMPANY l•" W 7 1) RITE i (-7.or taw . � : C k>t tsM1itatm 2E00 KW. ]a0t AW e -moa; blteco®oa.cam • A tt /� (� �-°°08719 � xn f�Wa-crat . rr: Lfaol+�la8J wFI.ORNA0.lte. �• 0 1 2009 46187E > Si1SEf a Oi t6 POURED Campwx w UK neemms RECURED Q"a>JOQO R%L Am) e I i z1,/B' amt N . MfgF w/FVR I x f N_S RS INSTAUARGIN Wl0). 1 1/a'xr r/2•xr/B' FOR �= 1 112-1 112',115.0'-J r SECflBN S - S (FOR nxm 12• ar 1,aUS rE x ANGLE F. SN (t) l/4'A TAPCON ANCO; NwOppUNTOCONCREM O ALL ANGLE W/ (f•) 3/0'o 7-9" __TA_P_Cy_AN_CH_O SGREw EACH NAhort FOR AISIALLATKIN ACEt OF ANGLE fOR T TZ ANCHOR AT FACH SE Oil IN S4CH SNE AT CENIER OF ANGLE FUR /4'- SM" As tNBAR SAN R OR-J/a' B•-11 SCREW FAOI SNE Ah— ANGLE EY SIDE LTE c BETxE�ev & foopm. use D • �-� NACN/N£ SCREW OO --.T/4' 3/4"-, & IDOp t. USE S47/£ CONNECTION w/ SAW CONNECnON w/ &M E S FOR aAx SLAT & SrQM O 5'-g' \} SLAT & S/ORM BATF 4'-7' =75yLl _ - S -S z1,/B' amt N . MfgF w/FVR I x f N_S RS INSTAUARGIN Wl0). 1 1/a'xr r/2•xr/B' FOR �= 1 112-1 112',115.0'-J r SECflBN S - S (FOR nxm 12• ar 1,aUS rE x ANGLE F. SN (t) l/4'A TAPCON ANCO; NwOppUNTOCONCREM O ALL ANGLE W/ (f•) 3/0'o 7-9" __TA_P_Cy_AN_CH_O SGREw EACH NAhort FOR AISIALLATKIN ACEt OF ANGLE fOR T TZ ANCHOR AT FACH SE WTO HFADERS USE x 1y S4CH SNE AT CENIER OF ANGLE FUR /4'- SM" As tNBAR SAN R OR-J/a' B•-11 SCREW FAOI SNE Ah— ANGLE EY SIDE LTE c BETxE�ev & foopm. use D • �-� NACN/N£ SCREW OO --.T/4' 3/4"-, & IDOp t. USE S47/£ CONNECTION w/ SAW CONNECnON w/ &M E S FOR aAx SLAT & SrQM O 5'-g' \} SLAT & S/ORM BATF 4'-7' B4R SPAN L1NRAnONS. _ - S -S �'.` I 1 I ANC" 4-4 FOR OE4dY LOAl.7FATER THAN 05 FOR aESNN LOAMGREATER rNNO 100pw Y �_/ a -0 O t00psl ANC AN7 9AT g SIOREI BAR W (1) 3/8'0x7 1/4' C4LK ANCHOR ! N.T.$ i W/ (2) 4/1610 TA = XL A1ffiftes TD tarn AM CtWaME EACH -WE AT CENTER OF ANGLE SPAM USE (T) 3/8'0 xwar Boer 7z N I I AY 1/4• a-10 a4 3/B' A -!B KWgNE WREN USED JQWD,Y I, FACH .SME AT CD4TER OF W/ I/a• r x T/B' OR d/B' A r r 1/4• CA(K-W gMCj/dpS I L0A0 dD4K SLAT aORQ AT 21 Y4 0 1J.14' 1611 SCREW OF a 0 x TER sCR£w - FACH v (pa.) (? SECflBN S - S (FOR nxm Y0H.1. AT FACW SLOE3//4• STORM BAR) 3-0 SCALE: 1/2' = 1' SECTION S2 - S2 4'-0' 7-9" ,R 7M1AUA17ZINs WTO CONCRETO SCALE : 1/4• = 1' 9-0 FOR AISIALLATKIN USE (1) 1/47/B• CALK -BI M1Q40R �. WTO HFADERS USE x 1y S4CH SNE AT CENIER OF ANGLE FUR ' (2J 1/4 Dx3/4' TOC x �� 8 ANY STAT & SWRRV &W SPAN & DESIGN B•-11 SCREW FAOI SNE Ah— ANGLE EY SIDE ES�GN LMD5 6EIWEET! 40ps! s' -a NACN/N£ SCREW OO --.T/4' 3/4"-, & IDOp t. USE S47/£ CONNECTION w/ 60.0 60.0 FULLY gglC OEO 5'-g' SLAT & S/ORM BATF 4'-7' < 3 -0 S -S SPAN LROTATNAIS ANC" 4-4 / FOR aESNN LOAMGREATER rNNO 100pw 4 100.0 a -0 AND ANY SEAT & SMW BAR SPAM LSE DETAX A 'OR © W (1) 3/8'0x7 1/4' C4LK ANCHOR ! N.T.$ 8 W/ (2) 4/1610 TA = XL A1ffiftes TD tarn AM CtWaME EACH -WE AT CENTER OF ANGLE I I I AY 1/4• a-10 a4 3/B' A -!B KWgNE WREN USED JQWD,Y I, W/ I/a• r x T/B' OR d/B' A r r 1/4• CA(K-W gMCj/dpS I ©OR Q (Z) J/4•A-ZO SS NS. .@SPECJAIELY SNAIL BE too 70QETNER W/ ANCHORS AT THE ME SPoRN 8W ARE A01010M(s£E DET, 8 W/7/8 0x3/38• wWG Nur TABLE 5 - ORF"WOZABLE STORM go n SCALE: 1/2• - 1• i i It L0A0 dD4K SLAT 2- dOUL S7 BAR v (pa.) yp� VAN 3-0 8-0 40.0 4'-0' 7-9" S 9-0 6-11 u a Sao a-0 B•-11 j ii s' -a V-2" 0 X-0- 60.0 60.0 41-0- 5'-g' '-0 4'-7' 3 -0 S -S 1n1.6 4-0 4-4 / 3-0 4 100.0 a -0 3-S n I I I 1 POURED IM 4• p� p s I SI S u a (m00 j ii o 0 n i tl 0 0 75e'yaJrT/aW-B'wPL alai / i i it I �i 8 W/ (2) 4/1610 TA = XL A1ffiftes TD tarn AM CtWaME I I I I I, I� L' SBL AT fAdl 8 .QQE' Law FL4f tec>a m 140p.�, i i It /9 4'-0' AmC steel LteR SAN, l� (7J 3/6'0 RW.0 8mr' R AYolQ45 / j 'PtWRF11 CONLI4ETE �n / FOR 114-0 DIPLON AN doOD' HGu m MCR®t E' A7 FAf7i WE ROP ALL s PK S Law ; w m 4• NPL + RE'Otl/RID OR 114-0 CALK -TN ANGORS N8 (7) 1/4'0x7/4" LERIEE .ffi78w I I r (fes - A -Y ' ) _ TO Sf�T li4� AT OM SUE A FOR 3/60 KOKO SDE. 7Z dBaH" K Faum CONCRETE w 4• . THICKNESS \ ! f P7tRREb CONCRETE w 4" A" "favi sS REWAM OR ORMW REamm OR GROUT --------- & FLOOR MouNnAfe wmo v- r ----- � �NEa REMOVABLEOR V I I «ALC MOUNTING SECTION V -V1'1) INSTALLATION 9PTIONAL STORM BAR CONNECTION (Sir �C7NAI 5' AIR TYPE 12 Idr RXED STORM BARS W,/ CONCRETE ANCHORS srALE : 1/a• a 1' E : 11 ' WALE: r/a• = r' ViGLE SPAN SECOON4 AND GEMS S�C�ON v — Vv — v ARE SWAR TO ABOVE $fa/AY WVCUr STORY BAR & HEADERS ' 11 Alf IL EC0INC. STING & ENGINEERING COY f0. 9t, Sh �!. `Aft BxlRltl. P (JDlJx 6 Ck , !7497071-,4 E: m. E9-6909719 tlPALCRI A rI 1.Ir. 67 RGRIOA Lk. i x4197 let ANL3E w/ r CC &7F I t a 4" O BLOCK :®s•aaAr REST 1/41011 3/4' furrrcane Zone R aum BY: L.G. 50mm SLAT ROLL -UP SHUTTE ROLUNGSL4/ELD, INC. 4n/� /u n .' 1) DATE 2400 NW. 74th AYE R- sn27 09-040 P,rWmm1 a.a' Act m 0,¢ ORAii7NG No . SHEEf 5OF 10 W 7 1 iQ•xr/B' Cmd. A(Ixa ANGLE W/ RE0 0 Z'A x 1 'A' PPOCKS ANCHORS O (rAwwa PSL LOK) 12' O.C. I j Gee 8 I tl Q wP/ 44' AQACRMC'RNF.S' / ° s ' I s �I,��(/�(/� .\♦`t {rl000 P.ec erelcJ�/E.�a n I I t'l1 ♦._i i I �� AIIV 000 O OR LxlsrA GLASS O 1S 000 SAX AT CENT&4 OF ANGLE I'Yd'x1/e' CAN. AU—. ANGLE FOR 06TAILR70N 9'-11 ' 4 -o W/ ,/4•®x 1 •:• tAPRM6 AAT2f0.RS O 12. 0.G 1NT0 NEAaM4'W1 115 yTORdt BM OE'Ptff (J) 1/4'ACH FOR 1K5TAl.1A710AS PRO COACRM 100.0 1 1/2'11 1/2'rf/eS0'-4• ALLSVNW4 __ _ _ ___ E qyl� A EA SIDE SCREW EACH S11AE USE (a) 11410 TAPCON WrOVORS EACH 510 EACH ANpF Filet ANY SLAT & SECTION S2 — S2 ANGLE W/ (i) J/80 1(W/X BOLT -7 I '-J1M/4 S/ORV BARSPAN& DESIGN LOAQS Nm 1$ 1 t/aXi 1/a xr/BX FDR /pSTAL{ATrONS 7_N7U CmYCREJ� (J) 1/4 Ox.T/4' IE7( S7Opy BAR D •g'._-.IW/a' Aft EM9EOdfEN( AT FJCti S/dE ' FA,4�OE9GN LOADS B£1"uw 90Psf ,• (� i/4 Ox7/e CNK -8V ANCHORS ! SCREW EACH SIO& Atom. ANGLE EA SDE' FAG! S7D& EACH ANGLE F'OR ANY STAT & 1 -- �• •♦�\ -& 10W.• USE SA1IE CONNECT70N W/ —J/4" /4'-� STCRV BAR SPAN & MVGN LOADS umxR _ IMO ANCHOR A&E' 81 FOR U4X SLAT & STaW BAR 8000. a 1IO ' SPAN LDBTA770NS• FOR OLSR.V LOADS BETWEEtl BOpsT ♦"1 �♦ '*W DESIGN La4OS GREXIER MAN AND T & S70AM BAR SPAN, USE 'a ANCHOR � �� A' OR E ORO r7 DETAIL A DETAIL (1) 5/9'0 K)W BOLT TZ ANOM EiCN K LIEACN LOADS GRFAIER 1pppy AND ANY SLAT & STORM BAR SPH{ f/5E SCALE : 1/2• 1 000 SAX AT CENT&4 OF ANGLE LOAD MAC SLAT 'L MAX' SPAN �S BAR L UE OR OF �(J) 1/40 x J/4• TDC �l �% 9'-11 ' 4 -o SCREW AT EACH SIDE EDGEOFOF JF/ACH - 100.0 SECTION S — S (FOR F/X£D STORM BAR) AxT SM O SCALE : nrs SECTION S2 — S2 FOR MrALLABON SCALE : N.T.S. Nm 1$ 1 t/aXi 1/a xr/BX FDR /pSTAL{ATrONS 7_N7U CmYCREJ� (J) 1/4 Ox.T/4' IE7( S7Opy BAR D 4 ' OH ORO ,• (� i/4 Ox7/e CNK -8V ANCHORS ! SCREW EACH SIO& Atom. ANGLE EA SDE' FAG! S7D& EACH ANGLE F'OR ANY STAT & EDGE OF I E F O� MACHINE SCREW FULLY EMDEDD£D —J/4" /4'-� STCRV BAR SPAN & MVGN LOADS umxR IMO ANCHOR 8000. I � ' I FOR OLSR.V LOADS BETWEEtl BOpsT 8 tODpst, tI$• S4NE CONNECTION W/ ALAE M FOR MAK SLAr & STORM BAR 'a ANCHOR � �� A' OR SPAN LWIAT10M£ TFM DETAIL A DETAIL O LIEACN LOADS GRFAIER 1pppy AND ANY SLAT & STORM BAR SPH{ f/5E SCALE : 1/2• 1 AL AT (1) 1/2'0x1 1/2' CALK_M AACiaR FACH $ME AT CENTER OF ANGLE •7r 1/40-10 OR WO- IJ MAGf&YE SCREWS usm ,GW1LY W/ 1/40.7/9' OOR F (a) 1/40 SS 1FA4U BOLTS W/ NUT OR 1/2.0x1 1/2' CAUC-OV AIRZtORS SHALL 9E Its7 TOG if/ RUCHORS AT 7rrE TArE eARs aAw I .SECTION S — S nR REMOVABLE STORM BAR) ARE W DET. ). • SCALE : NT,S. TABLE SA /71 F&MW Cavo Elf W/ F/.000., 1.000' /� 000�, DEVGN LOAD MAC SLAT 'L MAX' SPAN �S BAR ao.a 9'-11 ' 4 -o a• -a• E OR OF J 100.0 3 —0 9'—Z� 4-0 _6'— 11' (Aft) ' ' E OR OF J I I 1 ' EDGE OF I E F O� I � ' I A aXSX,/4X0•-e• II I I I I I AL AT I I SIDE V 1/4'0x.7/4' EC SCREW AT �4) 1 000 . S40f SLUE 7YP.) OOA F rxs7MAK)rr/a' tear. Aunt A1RzZ W/ n I ii i I i i i E OR i OoR F SECTION S1 S1 AACTmrts TO GROUT 9NCRETE - 1 1/2X1 1/aXr/Lr M PW?M CONC&7E 4# j �• I I I 1 Labs !E7 I _—________ _ SCALE : M r S A1.Wf. ANTiE Eitl1 SID£ AS S- O.0 AT STORY DAR LOOADON AND REST 1/410.1 3/4' TAPCON O 12' OC ♦ B ' II I 1 I • \1 it♦♦♦♦ II 5 SI S 71 REOfIfl?Ep i i „ W (ro..Jasa I i II 000 n 0 0 o I l i , rr r r r2• 8 B rz7Ileac).:./4Y0-r&M ANTEAl , (a) sre A a AXipS i i / iS ALrFJGYp7A/fLr TO 5/18'0 rAPC0A5 AgCJfOR t•Ro77uti REVISED "Ro" r� J 9�mN ° i Wr 1ffi� CR pOURR® bra Cts _ I I I /jam. i ra aT ro°` „, �,� with the morias I WALL 0 4' O.0 AT STORM 9AR LOCAILON awLanE C.40 I, TAQ7 � RR 09 (O40 UP >a I I PVV I I AOUAED GONCPE7E O O O I AAD NOT 1/4'0x1 J/4' IAPCON t� (�G"-a Nn �!S . O 5 14DyT, 4=O' Lwx. smmr lmN .SAL; 1 4'.VAC 1n / ! p a , ®1r o a 2114 T pWREO COVCRLTE w/ 6• dMCTI7/CKNE55 REOUIREO ( r—iwo MA!J FOR 1/4'0 TAPCON ANG10Rf�1--r tRn. OR 1/4'0 GVX-P/ ApGlORS FOR J/0.0 40, BO.r Ta ANp10PS s/8' (2) S/rO OX SJ rz MOM 70 1 1/1 ANY N A La,4E C E 581E MR ♦ ANY SPAN & LOAO T &CH S1t OS< (2) 1/4•x•3/4• T6Y SWW r0 7/a , � �I / �( �^ • • p0URE0 CONCRETE w / ELEVATION ./ X \F � - i a xs xl/4• (WK) SCALE : A r.. 5. $y X p'`L FOR 7/20 CALX -IN ANRLORS' i SRlFIa fWS AT fATJt 9ZS ----' 4' AM MOWESS 'L� g � CONT '�' ANGLE Flodda Buildn Code i t9 e/oclty HuTricone Zone ( !7 V 4' ° 0m w/ A!EOUIREO OR GROur _ _ _ _ _ _ _ � 0 MM, _ 0Z0H m a`O � 50mm SLAT ROLL—UP SHUTTER °� 0. CEIUNG A FLOOR MOUNTING SECTION V—YW WTALAAON MAL REMMSD OR DDT OPTIONAL STORM Wf FIXED OR REMOVABLE STORM MRS W- ONGAETE ANCHORS 9ta a WALL 01M BAR CONNECTION I L ECO ROLIJN �H/� INC. 4�/�9 ( $EE' SECROA) 5' MR ANGOR TYPE REgUtRaM* WAL) MOUNTING SECTlQN V—V(f) lNST / 1 TION fl(LlT TESTING & ENO7NEERINO COMPANY 1LD, 2500 N.W. 74th AVE SLUE: NTS Wl FIXED STORY BARS WfCONCBEf£ ANCHORS NF"'. m)+�0-',emm.Fm :`7 1, w,�t88 AOUC FL. M1aa 09-040 9-0 SINGLE SPAN ZC77OW AND OET S SGYE : RTS e_mml; w ^�^°: :1m+» a N0 ST & SHOWN WRHQUT SECTION V — V - A. 'fl J'.P.E. " /aP>a ®` `�� a,u , ,J 012MWALTO -UT FLORIDA Ue. A4,87 SHfIT SAOF 19 , FOUREO COMAMM 11210/8- Cad. AkM ANGLE W/ x 1 V TAPCONS AiC1A.PS a / W/ 4. 6CV.Thmwv SSWO REOWREO 12' as SLAT & SMRM EW STAN & BEM LOADS UNDER XW. (,--J=j/) 1' IZ , a I h POW" COACRvE / �\ Q W/ 4' AMpw NBS J' IBn. RECUMED r� `1 (rc-law pzL l®L) r t 1 Fig 6 I I I aAss i iSL S S ii II I I i ' GLASS I I 1 I i I I I aa i i i 01 OR F7 SEPARATAN TOlaass `6 9 I I SEE Q SL7v12 OF ON SiEE7 12 OF 18 SEPARAlAN R1 (LASS I �� sEE sQ+EOsE i i I yl � tW S8Q0T 1T Or 18 : I I I i O LJ' a L OR 2888' I I I I I ( PRODU) CT RMSED I b I as CUV*Yin8 VWM the Randa 0 I I 1 I B1Oldhlg p I I I AriD ��-74 1 ii i i I I _ /F ii�L}sZ L sa p 1 I t A I I I I j 1 1 I I D7Xis900 I 2 i i i i D aPFI 77 a/ r_ Cad. At.. ANME W/ FOR OSTAUAMV 'A' TARM AA¢t102S INTO HEADERS USE FOR /NSTA"Mms ATO CONCRSm 1 1121,1 1/211 / /8x0' -P' ALUM O O I OR I F1 (J) 114=14.9• me2',2115E SCREW IDE ' x 1/8' x C'-4' AlOm. AN�.E FACN 90E (2) 1140 TAP= ANCHORS, E40i SOS EACH ANGLE FOR ANY ANGLE W/ (1) 3/80 xw BOLT J/a' SLAT & SMRM EW STAN & BEM LOADS UNDER XW. s 1 -- !•OR DEFY LOADS BETWEEN 50psY & fOUp� USE SAM£ CMW£C7H01I W/ h II 5 TABLE M FOR Max SLAT & STORM I S � a4R SAW LDOTA7TONS gKI/ II FOR DES UM LOADS O'RFAMR THAN (rc-= 9.4 IDN.) L HOOps7 AAA ANY SEAT & STORM BAR i II 57AN. IJSE (1) 3/810 KWOr BOLT Tz AgQ,7{pR, O O EACH SAE AT CENTER OF/ ANO£ A. � 0 0 Q I OR FJ Em OF (2) 3/8'0 SS Mw OM75 W/ NUT ' SECTION S - S (FORFIXED ST st) Wu1 7MFUea FOR MMADON HFADFRS USE SCALE: N.T.S. SECTION S2 FOR RSTALIATONS WM CO MET& SCALE: N.T.S. ( J) 1/P 0x3/4' Mf CJ) Z x ' x 1 + O' 4 VSE (2) 1/4 Di7/B' CA K-iN ANGADR •, SCREW EACH SME, N&a EACH SO& EACH AASME FOR ANY SLAT & 70 MW FUM CMdC r ROOT OR I tMR STMM BAR ,SPAN & DESI&V LOADS UNDER 50psf. ". 1 eA I 11 L FOR LOADS 8ETWEENN 5W & 7 v . J1 on MFOURMx�tassmwav . SPAN LAMTHOV5 it 01FDR 4£s LOADS GREATER ImpeANDANYSLAT S& BAR SPAN, 4 A OM O PMS CONOW Ar EVI sem' FOR ANY STM' & LOAD I I O 4 aXRI 4' 141A •y W �• 4 1 ' �`O� d EXCEPT' STORM H4R Hff Y-0 SAM( HME -AI ANCYDRS h / 16E (1) 1/2'0x1 7 CALK -W ANCHOR +, .1 EHf�ODED DETAIL A EACH 570E AT O MER OF ANCIE 8170 ANGYOR D l OR Fl SCALE : N.T„£ (z) J/8' a ss T/DW IOL75 W/ NUT ►1/40-20 OR 1/20 -HJ MWME SCREW USED JOMLY SECTION S - S (FOR REM MLE STORM 1L4R1 y1/ 1/4'0x7 OR J /°' /a'�t 1/a• rALK-cv PADDED CONCRETE W1 RESPECINEI.Y SHALL BE LEFT TOGETHER W(_ ANCHORS -�I "' ,{ SCALE : N.T.$ RDam CO cmr C£IUNG EPc FLOOR Ar THE T8ff' STQTM EW# APE REYWED. (SEE DET. A). ° /z' 11z' 4' N M nammss GROUT ---------- �-1 -y W/ 4' ULIL REOUaPEO OR R LARD Mf — MAIL 9ATAKE T S' Q/n1 &NP LOAD ga L_ MAX � — 2711L I/ /✓1�L / I / / J1J / w' / es1 SAN w /__a, SPAN 570Rd! 8AR T Fl AO' -6'A. NILE EA. 50.0 80.0 80.0 Joao SEMON SI - S1 D7 oR Ft SCAtE :.V.T.S 215 (mAx)xr/4' Own ALUM ANGLE, W/ lca",C EiV7RARONOF(8) 5/18'0 TA CON XLOR F1i/9 RS T° GROUTFIJEO I°NGYrF7E ALIM ANGLE EACH WE AS I at OR FOLDED CONCRL7E ma® =40.a AT STORM 94R LGC4MM AND ON RFS/ 1/d'®i1 J 4' TAPCON :A la' RC. A I � I 1 It _ s I s I la' r a• ra' ALTERNAMMY 70 5/180 MP= XL j ALACIHQL USE CONCENlRATON CF H B POLED CONCRETE LWALL ®M4' 04 AT S. X\ SiA/F : N T. S / Sl '0 PAR LOC47ON AND REST r 1/ 0x1 TA 4 J/4- TAP= ia' O.0 COW. xtOL aNctE Ilorido Building Cade (High Delodd Hurricane Zone) 02009 TMT 50mm SLAT ROLL -UP SHUTTER OmLmr, eY• IL � ROLLINGSHII LLD, INC. 4�/ TE ULLIT TESTINO & ENGINEERING COMPANY 2500 kN, 74th AVE. MZQ4®a kN. ]�. Bb. IOa, YWMf4 GWpW6. R III FL.. 1 221ya-aaT 09-040 e-maR 8ltecn6c.Lmm ES -0066719 DRAWRHt Aw iic m Gormnae as Ar. x, an WALTER A MM Jr. P.E , 4A0 44-,11 sArp o fLORIOA Ue. 44167 + SHEET 36 OF 16 I 9 - — PADDED CMCRt7E W 1 -- _------------ ` II 5 1 51 I S � � ` , \� II (rc-= 9.4 IDN.) L I i II II O O 253'(MX,6r1450=8' ALM AME � 0 0 W/ (V 5/18'0 MON A! I I I I 1 rIL 70 MW FUM CMdC r ROOT OR I tMR I 11 L WE ANY uNOLRATAw aFADI�fwm OEM taws &,aMm Er a WH TAA % POURED CONCRETE OR ISE (2)318'0 aW EOLT RFOR f/4'A DI ICM UA. OR 1/40 CALK A OM O PMS CONOW Ar EVI sem' FOR ANY STM' & LOAD I I 4 aXRI 4' 141A •y W �• 4 1 ' �`O� d REM1(REO (reaJOeB RAL Use1.) -AI ANCYDRS COIBPNMUY / HDR J/8'. xw fm r rz 5/B' Nh LW (4) 114.0 SS RMV EMIS FOR 1/2'0 CN.1!-W N1C11 -.--g• Otn. TO SMW M AT EY2H M& PADDED CONCRETE W1 -�I "' ,{ I,- FOLNED CMItlE7E W/�� C£IUNG EPc FLOOR MOUNTING SECTION V-V(�) INSTALdT/ON ° /z' 11z' 4' N M nammss GROUT ---------- Wf fIXEU OR REMOYAR/F STORM BARS W�CdNl.&C7Z eATMlnac FALED GOACREW m CON��l7E ( SEE r RR ANCHOR TYPE 1 ®.Orx 7w.L RIRNIERED. OLD= WALL H1EDuntm. sCALE: ALrs WALL MOUNTING SECRON V -V(1) INSTAL4AT/ON CION gmSTORM BARS W/ R/OCONN CONCRETE ANCHORS SAME WIAN MCDBNS AAD /7ETA1L5 IW _W� "o:NT.S SECTION V — V —� _ 1_1 lca",C EiV7RARONOF(8) 5/18'0 TA CON XLOR F1i/9 RS T° GROUTFIJEO I°NGYrF7E ALIM ANGLE EACH WE AS I at OR FOLDED CONCRL7E ma® =40.a AT STORM 94R LGC4MM AND ON RFS/ 1/d'®i1 J 4' TAPCON :A la' RC. A I � I 1 It _ s I s I la' r a• ra' ALTERNAMMY 70 5/180 MP= XL j ALACIHQL USE CONCENlRATON CF H B POLED CONCRETE LWALL ®M4' 04 AT S. X\ SiA/F : N T. S / Sl '0 PAR LOC47ON AND REST r 1/ 0x1 TA 4 J/4- TAP= ia' O.0 COW. xtOL aNctE Ilorido Building Cade (High Delodd Hurricane Zone) 02009 TMT 50mm SLAT ROLL -UP SHUTTER OmLmr, eY• IL � ROLLINGSHII LLD, INC. 4�/ TE ULLIT TESTINO & ENGINEERING COMPANY 2500 kN, 74th AVE. MZQ4®a kN. ]�. Bb. IOa, YWMf4 GWpW6. R III FL.. 1 221ya-aaT 09-040 e-maR 8ltecn6c.Lmm ES -0066719 DRAWRHt Aw iic m Gormnae as Ar. x, an WALTER A MM Jr. P.E , 4A0 44-,11 sArp o fLORIOA Ue. 44167 + SHEET 36 OF 16 PIASM wsmw. 1' x Y r t/B' Card Arum. ANCLE RMINEO COHCME r 7 J/a• TAACON AIS 0 12- a s RE77fWM 14w— Patow wxcRere n REqAWD a P1A57rC 0 my a srsrrw j 1 • x 2' x r/B• Cant AWm. ANMZ W/ 1/4'0 x r J/a' R -CM AMM o 12' a c 77 F/sysny r � f 1 I ♦_1 1 Q SECTION S - S SINGLE STORM BAR SCALE : 1/2' > 1' II W W I I O OR O II 51'SIEM G H4 Ir—Lw0' i USE CONCFMRRR.IA OF a l I I a I (SEE SC1rEt?Ul.E FOR QWNIIIY) GOO s re a TaPmN xt ANCHORS To riK4 II I I mp EXrS74YC—•:i PR1.ED CONCRETE BLOL7l . II { I STSTFfI MASS I O D1 OR F1 AATTUs� e � LOCX77ON wALL OR as II 1 I 'I USE O CDACENWrIoN OF IaI 358E SOfFdUU1F FOR 3/8-o rIX amr rz ANCHDS ro FOVREcavCRVE WALL 04' o.c II I � $o II 1 I I O `/ S I WR SI BOIfOYg a sEPAwmoN w CLASSD1 oR Fl i� 11 s7srEM g I I u� O �9REET' 12 OF I A �Sg Sd�lf£pV I S O O N tl i ; a SrffEf 12 OF rB L f T C U I I f II I 1 I (RtYONO) It OK I u i i I i OORO '4 �f i i I I II I I I I o i i i l�iarm) ii i i i O O n i I I i A II I I I I O ii � i i i DD oR Fl a!) i i i i O O 1 A o t I 1 r u s l I 1 i n I p I I D1 oR FI � I I u rwnm SRRRNO_�1 J O ii sn7Ees I SKTE1! II Rr/>SRG I S O OR O ©O IIB 1 II SPAWC-GOAOFD B snT°v I / Fm MOM,wAcR RE0OR1£0 WypR11y{) � Br6F@IG • .J0017 4. TRICAOMMJ/X 2h/e' rmcnm ROLVEO OR OROOf ;.I =) ONQE RLLEO CONCRETE BLOCK a (SEE' SC e7AE ON 7 8M SAW.) MUNG & FLOOR M20MMO SECTION V --M INSTALLATION WU REOJR0' _ W/ TALLA TION REMOVABLE STORM BARS Wf�ffN—G—LOADED SYSTEM IfZ REMOVABLE STORM BARS W SPR1 90ADED SYSTEA! f sc4LE . r/a' - 1 • sGUE : r/a' = 1• SECTIONS V — V • YM' of re FOR sPEcs. �� JEAN 0 1 2M SYSIEEr SE077ON S - S DOUBLE STORK BAR SCALE : 1/2' > i• O E DROP t a SA oR F7 n as APPLIGBLE yyyj C\Y a S' x r/e• Mm•. Cmd Mxn. MME AT FA@1 Sdf$ BEYONO CQYCFNRrAr1aV) ELEYARON X SCALE : 1/9- - 7' ANCHOR & ANGLE SCHEDULE FOR ELEVAHON a,S Lahr ((, /) ANCHOR TYPE & ANGLE AaCKAM SUSSIPAM (5) 9/18' 01/9 79.0 OR LE55 " rAxwv n OR 75.0 OR 1855 w (2) J/e• 0 XWOC 1/9• POURID CGNGREIE BOLT TZ ## W/ 4'-0• Max. RAT SPAN & E'-0• MAX S10RM 94R SPAN .W#:k W/ a' -o- At— SLAT SPAN & 8=0' MAX S70JW RAR SPAN MDUCrREVMM m mmPlytvwith the FlaTida swwwgcade m14a-os27.06 71 014 � Peo�lc Cwmal Division IY/ 2', J: ax�i i/e =rla3aV Ap o� a rk29r/d' Oft Akm ANd.£ w/ �Ys r•'A- 7M SCREW O B- aC yFWTALLA£ Tac SCREW Eit Ste£ FOR C SQ STORL BARS S (3) Ys'0 x 3 lER -- —Dt SG@Y FA Sf0£ FOR £�SQSTORM BARS - axer1/a• c t AtLmnam PBE ELEVATION�Y r/4 s rAacoN ANuroRs o ra• as (� AT aj/// O O I �, 1 FA. 9DE FOR �S�STOR4 SECTION S3 — )SIDE ///)////FOMED I \ L / 0-0 0 aR 0 t ft" -Ow (BEYOND) x 4 (dOrc) x 1/B' Cmt rTUBE W/ 1/4-MJ n�v ANCFgRS o ra' a :�r[T' m rD a 111'x7/9- Cord Aram. ANLL£ W/ Y4'ax*A' M( SCREW O 9- aG O O O O O O F—j I sill 0imil 51 49 2kY(Lraxlrr/a- rnlrr. 1 W1 CONCEWRAVOM OF Al ANCHORS SPEMF7E a O Man ON SWEDIAE • MUM COmaw£ "m 4 M AAM SOIL IXADOV REaUMD OR GSWT Aum CONC$lE OR GAVUr FELM CONORVE L1 i8•(IWX.JxI/4- COM BLOCK WALL REOLOM FLOCK WALL REO7rLM AG AO" 7u& W/ CGNCEM MN OF ANCAT7S CASESPEC7,W OR sogExxE 1! , FIXED STORM BAR CONNECTION AT BUILD—OUT CASE INSTALLATIONS VAHEET METAL SCREWS OR MACHINE SCREWS _ Sr": 114- - I- SWME VXTEsanCra AND CE7AXS SECTION V — V(3) 8-O 14 ArR4%s �• _ _ yFWTALLA£ Tac SCREW Eit Ste£ FOR C SQ STORL BARS S (3) Ys'0 x 3 lER -- —Dt SG@Y FA Sf0£ FOR £�SQSTORM BARS - axer1/a• c t AtLmnam PBE ELEVATION�Y r/4 s rAacoN ANuroRs o ra• as (� AT air 3/4' TEIf USE Cal y Y x 3/4- iEx sOR£w ! 112'r1 7�1'rr/B'x FA. 9DE FOR �S�STOR4 SECTION S3 — )SIDE ANME EACH SIO£smw SCREW FA(. fO1P©S© ' SECT]ON S3 — S3 BARS SCiLE : 1/1' - i• D 1 F WHErK APPLICABLE 00 11/2k1 Al+wn. STORY BARFACH O _ _ ANC.L£ SM SM -- —Dt OR Ft axer1/a• c t AtLmnam PBE ELEVATION�Y r/4 s rAacoN ANuroRs o ra• as (� AT air 3/4' TEIf (2) 3/81ID SS. TWU SCREW BOLTS W/ NUT SECTION S3 — S3 SGYE : 1/2• a 1. oo OR USE NIRATakJ DF ( saw rax D 1 F WHErK APPLICABLE 00 CRORRYJ xt ANCrOR rD REV o Ir a G ,NOW 04M �r w wnrarrE U 0 ae PDURED C6�AETE WAfl. O T 7/Y x l 1/2' x 1/B- x STORY IMOEM Arum. ANG7E 4' RG Ar worm 9ws 1OGTlpF� O(�R USE Ot71VCENfRA7r \ (SE£ $L7/OM) - Si A 3/9'1 ACO 90Li R ANCfOR AS APPClG1BI£) is Aw,mm Cr7W Wut o 4' BA 4' aG AT StO2V BARS COGlT/ONAUAMAW 1 ANK76I(C4ASE-r)) ARE SIO � k hEMERS A6OVE -110W WRHO"T JUN 01 2C9 ra' ra' OR Ft 4• 4• s• 4' rY zCDo• .. axer1/a• c t AtLmnam PBE ELEVATION�Y r/4 s rAacoN ANuroRs o ra• as (� AT EACH SIDE BEYOND CONCEN7RAUON) (CASE a MY) SGyF : I/9' � I • AMMM h SM BARS SPUMULE PoR ELM*UW aANCHOR TYPES srwm sm 7YPF wDucr OUMMY RSVISFD (9) 5/I9' 0 TAPCON NL ©• 00* Sj2 ANCtE W/ CONCEMAAlfON 'a x i 1/2' 7Ex AT SCREY G Sra4M 8i1R REV o Ir a G (e) s/re• s rAPcox xc @,@. Pto iu,. Ccmuol • UMM rO t9W,, X- I' SPACNa S 7'-0• MAX. SPAN STORK 94R® ARE SIO � k hEMERS A6OVE -110W WRHO"T JUN 01 2C9 2• x T (dbx.) x 1/S• Can. Akm TUBE-� !' < r r r/B' CaaL ARms ANGLE W/ 2' x 4'(WL) : t/B' Cant W/ 7/9 0x1 J/4• Ti1PLttN ANO'MFS O 114's. s a• rtx straw 0 12' a a TO PORE W/ 114'.1 3/ate / TAPCOR ANfJlORS O a4/ POURED CWfCRETE TL CONCRM REQUIRED L LYTIJ ILrl II I G 0-0 II if ! --T II III I SWIL, II � i I A II II-� fp12 IF I 11- 11 to GLAM Oma® '�-- IIR �— LN00 L _ II ---ZD- ) F— II w 77777- 7-1777/7 1 7/ 1 /// ' r Y x 1/8' Cont AA— AN01P W/ 10 x J/a• rEK MWW O •a• a s TO TUBE / SPRRLC� • SPWNC-La4am o _ �`1 � O oRO 1 LTR Fl SECnoN S3 - S3 SINGLE STORM BAR SECTION S3 - S3. tESCALE : 1/2' - t • DOUBLE STORM BAR SME : 1/P' - t' top CD orCOVOR1TTE BLOM OOR POURED O Car�rE WAL O 4•as AS APPUF7 AT SIDRM BANS L0C47M 16E C7) .T/B0 xw emr TZ ANOY�TO LL 0 4CO SMW WAP. O 4• as AT sFFU BARS L0eAlrrnr 1 (AS A"P"B 1/40 rAmN AFS ®rY ac Y x T' M= x r/a• CmuMR AT &= =& MIAND rTRMN) AUAMW ANME (CASE/) O F1 BGT1D„ .. / -- L—� L= I I, h n;l(AMX)x%a• CWF. AUWW AMaE W1 1/4'0 TAPCON AMMM O rY as T'r J' fIB 1 x W/ ME (B) 5/150 rAPCON XL ANCMORS TO FROUr FULED COMWE BLOM OR A�Ud(Ba)MB�1 aANIXE w,�C6 rGr =ROY O r 1 POURED C0NCREIE WALL O a• ac AT 6 GAT SRMM BAR LOCATMAL REST O 12' O. a sm" aw L06A770N. LEGE (2) a/9'0 KWK RXT rl AWHOW 218' wzxr/a' CONY AL(R0R/4 Tu6E W/ POURED COACREYE WW ^ POURED f.'ONCRETF WALL O a• as AT ST0F8/ MRS G0GDr8r4 —1140 TALON ATlrJLORs O 12• as W/ L� (s) S/ rBb %-CON A AkCAUW TO TiBCXNETS REDiARED av CROUr Frttm CONCRETE � CONE WDf/ 4• MM. 770CA EW RE0UL4E0 CaSa tTlJEO CONCRETE BLOCK OR POURED CONCRETE WALL O a• as AT STORM BAR$ &OCR WALL REWAW. CASE OR GROUT FALM C0NCREIE 8L0C�t WALL REOUMEO. Iz mmm TO 'J, _—JPOURED CAE 11 WASMT O 4 O.a AT =AMZAR5 LOCADON REMOVABLE STORM BAR CONNECTION AT BUILD -OUT 02, INSTALLATIONS W/SPRING-LOADED SYSTEM * T S1N£ : L/a• m T I l L TIWT TESTING SECTION V - V(3) ��' Ism • SEE SMffT 9 OF (8 FOR SPECY Q CETMS ��n u••'^� 0 nALn 1 LI.�J EMIA SCALE : W - 1• PRODUCE REVISED . covwrimgg w;Ln era r�o,rda A�2�'C)G 2014 BBy Division TOP SPRING-LOADED SYSTEM SCALE. 1/2- 0 1- a—JI, 1� X I SFE JvffMXE i I I I II 1 1 Mae 1 , 1 BLIX III tll tl I I III I t i I RON SIDE VfEW BOTTOM SPRING-LOADED SYSTEM STALE 1/2" - I- X. Y DIMENSIONS FOR A GIVEN TYPE OF STORM EAR srowr BAR ME 1w It.) — C / 1917W I I9/J1' D 1 Vl=S 'T 21/J2' E r 23/Jr J 23/J2' F ! 13/J2' J 17/72' 2 2J/JT• r IJ/TT' J 77/72' &NUAULM&NT HOLE DETAIL PLASTIC BUSHING: (LN O-SCRETE) FOR SPRING-LOADV ED STORM BARS ABL ©ETAIL 1 j/SOMETRIC� SCALE• I' - I' SCALE I' I. - NOTES (1) ENGAGEMENT HOLE OMLED IN CONCRETE SHALL BE 5/8 ¢XI - DEEP, W/1/16- MAX. TOLVWCE 1N BOTH DIAMETER & DEPTN. (2) ENGAGEMENT HOLE DRILLED IN CONCRETE SHALL BE PERMANENTLY PROTECTED BY F?RNG PLASTIC BUSHING (SEE DETAIL 1) INTO HOLE TT SHALL BE THE R£SPONSOLRY OF SHUTTERS'S OWNER TO PERMANENTLY KEEP BUSHING FREE OF DUST & MOLD BY REMOVING IT FROM ENG4GE7AEM pRODUCT F.HdiSI-:D HOLE, CLEANING IT AND REPOSIAONING ? INTO HOLE AS m _,Plying with t.. Fhaida INDICATED ON ABOVE DETAIL Bikiing C. -k KAL SPRING-LOADED SYSTEM FOR REMOVABLE STORM y r ?S AS ALTERNATE TO THE USE OF CALK -IN ANCHORS ®'°�"°` TYPICAL CONNECTION TO STORM BARS (SIDE VIEW) • Paniv Cawaw W/ 4MOyg0r aA4iF-w�/"_..A,, J 4" r4V= AWa 0 ,r a Rr .. r+10411ONS DEPMMI/e" Cm2 / / allLmalM avC1E ® ,/<S, .T/4• rN4�BM AAOArs d AtLW" nW W/ rr2-rf NAME Er WAUMV / j O O � Kum 0/ rr a 4 P' WL 14=4W / Wi//a IDsT/ 7xFA ( NII* A*- /121-//6- Cant Af afflW M 2NME _ AEDUMI �. �. I FA SVE w/ (2) 51trO UPOW XL / ANME W1 • 7IX �\ I // \ I / \ I II W/ 1 f/2- AOn EMBEDMENT WALL, OR soaw o O/C 1 1 1/11, W I/n la2LAN ! (� I I ( 1 I ! (y jl 2) J/ o POU✓ffD COA277E f WAIL - avrN yma AM" (Oia1$M ■/ (Tl J/B•A nx Zm1,T R \ J \ / ! (.: ) I l II (4"Aft ThRZa I W (2) 31,8.0 7NiU BOLI$ n7 WAL M W/ a Eaw mew m StAe {TFF. Iip tr 60TTOMJ. - R \ / _ R AvEmw CoNmw N O P OO�� -- a -.+--7/2'e6a rae�a�ss G OX ""l rse s-w(21) O X� OR ( OR J(asr (4 , 40 Jr4. 7IX -IM sysJ/ew•-r (mer-rH N=om) W/ (2J rrfl r/a'k0•-5AA- AAWLE W I I �j FA4N N'pL 141 1/4!x1' ,EY ar r Rj%1 d HFLA T2 !/ J 1/4• (f) iVA (4) 714.0 YWJ BOLT TO REAOEN R/ j 60 HFMER d 5(491-m0 g-M & LL--AAA7i 9Rlf Rml, W+ mAtmltS g W Y87 v/61 a=J' (w6l- a AGI ABgM ANAE AT O lOn. fIfLNDN67rI 70 O'Alt. (2) J/e'0 RWBf BOtT R W/ 2- dfh E BEDMENi TV WALL j W/ FALS saw LVSIBN• GLAQ 3A'a2E SPAY tr Y+JkT/6"N-d' (6aet-TE Nt0T1 Aamu ANCfd AT M,A.71RE 59W p (JJ f/1'a 6Ar R.ffiCIE BiAII & (2) J 0 1r d AAT ✓ • OK fdE 2-r7'k7/4 ad'-S• Ak- AMW a FOR C4SU W/ J' SE4D-OUT naE Mc¢ m ra4� mare use T/6'4 carDaaT ' rawer * = 'rLl r/ TAW! Hats OR ® Ewslcva aAss j f ALTERM TRIE:2 j J •(JK 0x4 OR R/4 I o14 Of R/4 WALL ALTERNATA/E:I WALL MOUNnIVG: SEcwNW-w(3) ©oR ® MOUNnNG : SECTION W-W /3) ® scue ; 11,0- _ r sruP rte' • Y NO7E VAUD FOR ALL SPANS AND LOAD coma NA77ONS. O.00A7R ✓ .O• NOTE VAUD FOR ALL SPATS AND LOAD comaINA77mm. 1 ©OR® 0 (a1 I/2' A Deeu sa s RrF. MP d, Han=) I I I N @a?© \pmaw CmKaw W/ o0 AralAID rkl if/8-.47MI, µUy gNLiE �'- W/ 1/4'A4T/2' TEN SCREW L .:.Jp• Ira. o fr oc R I FLOOR/CEIL/NG MOUNTING: I SECTION W-W (-1 W/O ©o l HEADER SECT/ON IN-W (2) W/HEADER � (AxJnmm PAssm J I--' 00° ,• ly (60) 51 NLOr) Aatm. WNrFa �E � W/mwof T /d srALE : 1/8'.. r' v/ d mz s cawftw &= OR POW&O CaVaMW wAIL 1R R w/ a• Ae. ©O 44 SW A= 1. EMBEDMENT 7Lf POTARED COA�'QETE (4'4WALL WL 77601() r----r O O L/SE (a) 3/8.0 ARM) Haus 7o wADoN R I p I of r r Y atmawPr ANGLE I I WALLMOUNT/NG:MULLIONCONNECTION ✓• K 1 I I (a) 21+.7/s :o -s Awm aR6� W 1 AT TOP BOTTOM: SECTION W-W f1J I nu (H f/4.0 U �r ro RFADEN & 2) LWO NWUT BOLr R W/ r N. I O � ® SCALE: r/B• - 1- TO JwW �/ 1maxd � r ® p p II ©ORO E70-Im WALL y4Y camawE BL= FOR DE5712I La4a3 w To f.Fla Pd OiWL7 REV($ED W1, 4'-r Mmt NULDON SPAM AND Y-l0' Mar. yULL.YW $PAC61G AND EW S � $"A BE s' MW. 77dCil POUNED I p CONfFETE FOR mu awAm? NALm SPAN AAD !DAO LDdBMGnOAIS. 0 2 • rJ e ELFt/ATtON X1 ELEVATLON XZ -7 �4 I la oI7 SO4LE : 71,6' - I' sauE7 r r r AVAmam 4NrII6 I I 1 ®Q P Drxisian TYPICAL HEADER C-ONNEC77ONATENDS: Florida Building Code (High Velocity Humane Zone \✓ K ' 0m TLT co DC 50mm SLAT ROLL—UP SHUTTER oaa �- ELEt/AT/ON X sEcnonrs w-w AL E C O ROLLINGSH/ELD INC. 4/J/� - SCALE : I/B' = 7' INS. EN�EERING COMPANY 054 (, T) . 2500 N.W. 74th AVE: ATE ' BAS @ mb. MM FL JJf22 09-040 � JUN �� o 1 Zeas 0-7:IOa: y 00a®aaLG01'1 i4jr. OSA Paa• : (!a9lafe-4887. as ae an m r AK 4 aar aRAWRW No U r sfgrr lo of 16 wow READER EX6 7LW GLASS SEPA07XM TO MAW (s:E somxu av- seEr 12 OF ler V( J/4' 0 }AG CREW 0 Co. STUD THREADED PENETRinON jAlum h x 2' Y 1/8' Cont . ANtYf (6OS3-T6 ALLOY) I t/4- 0 LAG SCREWS 0 6' 0. C. -- W/ 1 1/2' Alin. THREADED PENETRATION TO DaST1NG WOOD STUD. do S C ©�® WALL MOUNT scuE : J/e• = 1 Z' x WOOD STUDS REQUIRED ® CORNER (TYP1C4tJ 2' x 4' WOOD STUDS REGUJRED 0 CORNER 0MCA0 x 4- STUDS IL E C O INC. TICCIT TESTINGS ENGINEERING CON e� an. lan. st &s ffi NAwmn CN�R, R �• : (709Mn-iso . rm . (mg7alt-ta �� a -map: tpt000®aol.mm WALTER A Jr P E I STUDS ;ORNER 6. O. O THRE40EO EXISTING WOOD 89=M*mg mit6 dm Florida PLAN C (SECTION) BodinsCO& BUILD—OUT"�"°O -05205 / 4 SCALE ; J/8' = 1' Muetu uct Cautm Divisim Florida Building Code (High Velocity Hurricane Zone) 50mm SLAT ROLL—UP SHUTTER ROLUNGGSHIEtLD, INC. 4/3109 DATE 2800 Mw 74th AVE Slee CamNm-'eae�r .12 ssv 09-040 4O�M ¢m .®c s ayp r DRAWING No SHEET 17 OF 16 2' x 2' x 1/8' Cont Alum. ANGLE ©moo 114*0 x J/4' TEX SCREW 1/4 Ox 3/4' TEL(_ > 2x4' CONT. C SCREW 0 6' R t SILL PLATE RMIRED —I' £Q' r/4' 0 LAG SCREWS 0 s- o. o. W/ 1 1/2- MTn. niWAOED PLAN B ( TION) t PENETRUt(M 70 IDWING WOOD STUD. INSIDE MOUNT 1x2xII8' Cont Alum. ANGLE SCALE: J/8' = /- (6083-T8 W/ 11410 JAG SCREWS 0 it O.C. W/ 1 1/2' Aon. THREAOED PENE7RATIOAI 0 MA WJDTH OF PLATE 1. AHSTAL1AnONS ARE ONLY VAl/D FOR Br/1LDWLS WITH OESJGN LOADS !lP TD WOOD STUD 730 W AND FOR SHUTTERS W/O STOA/4 [iA2� READERS AND MlAUONS. 0 24• Q C. MAX 2. FOR NEW FAAAQE lX1NSD81CRDN: nOOD ,yEygpi TO 6E SDJmiERN PAE N. 2 REOUARED W/ SPl:CU7C DENSl7Y OF 0.86 DR EOUAL WALL MOUNTING INSTALLATION .� /NGLF SPAN CONDITION C 20M TILTECO rW_ N. T. S. IL E C O INC. TICCIT TESTINGS ENGINEERING CON e� an. lan. st &s ffi NAwmn CN�R, R �• : (709Mn-iso . rm . (mg7alt-ta �� a -map: tpt000®aol.mm WALTER A Jr P E I STUDS ;ORNER 6. O. O THRE40EO EXISTING WOOD 89=M*mg mit6 dm Florida PLAN C (SECTION) BodinsCO& BUILD—OUT"�"°O -05205 / 4 SCALE ; J/8' = 1' Muetu uct Cautm Divisim Florida Building Code (High Velocity Hurricane Zone) 50mm SLAT ROLL—UP SHUTTER ROLUNGGSHIEtLD, INC. 4/3109 DATE 2800 Mw 74th AVE Slee CamNm-'eae�r .12 ssv 09-040 4O�M ¢m .®c s ayp r DRAWING No SHEET 17 OF 16 SLAT PERFORMANCE CHART MAXIMUM DESIGN PRESSURE RATING W" (p. s. f.) AND CORRESPONDING MAXIMUM SLAT SPAN "L" FOR TYPE 1 SLAT (USE MAXIMUM VALUES BETWEEN POSITNE AND NEGA77VE LOADS) SLAT TYPE MAXIMUM SLAT SPAN MINIMUM SEPAPA77CN TO GLASS DESIGN LOAD SV' (P.s.l.) SINGLE & MULTIPLE VAOT SINGLE & MULTIPLE UNIT - SINGLE & MULTIPLE UNIT *� 4o.0 OR LESS 5'-9' J I/16' 3• 45.0 5'-6" J 1/16" J. Sao 5'-4" 3 1/16' V.0!O 0'3 I/16' J" 700 4'-9' J I/16" 3" 75.0 4'-8" J 1/16' J• 8a0 4'-7' 3 1/16" J. B,iO 4'-6' J I/16' J. 900 4'-5' 3 1/16' J' 95.0 4'-4' J 1/16' J. 1000 4'-J' J 1/16" J. 105.0 4'-J' 3 1/16' J. 1100 4'-2' 3 I/16' J" 115.0 4'-i' J 1/16' J' 120.0 J'-11' 3 1/16' 2118' 125.0 J'-11' 3 1/16' 2 5/8' 170.0 3'-10' J 1/16" 2111' 135.0 3'-9' --T1116- 2518- 5/8'1404 1404 145.0 3'_ w J'-7' 3 1/16" J 1/16" 2 518- 2 5/8' 150.0 J'-6' J i/I6' 2519- 5/8'155.0 155.0 J'-6' 3 1/16' 2518- 5/8'160.0 160.0 3'-5' 3 1/16" 2 5/8' 165.0 J'-5' J 1/16` 2 S/8' 1700 3'-4' J 7/16' 2111' 175.0 ,T'-3' 3 1/16• 2 5/8' 180.0 3'-3' 3 1/16" 2 5/8' 165.0 J•-2' J 1/16' 2 5/8" 19ao 3•-z' J 1/16' 2 5/8' 19a0 3'-1' 3 1/16' 2 5/8' t-- L —I ❑ ❑ ❑ ❑ ❑ C o � SINGLE SPAN MULTIPLE SPAN SPAN LAYOUT • SPANS VAUD FOR EVERY iNSTALLA77ON LOCATED AT ANY ELEVA770M OF BUILD= MEASURED AT BOTTOM OF SHUTTER MINIMUM SEPARA77ON TO CLASS FOR SINGLE AND MUL71PLE WTS SHALL BE MEASURED FROM BACK OF SLAT TO CLASS. •` MINA" SEPARATION 70 CLASS FOR SHUTTERS MTALLED WIMIN 77$ RS7 30'-0' ELEYARON OF BUILDING AND AMMUM SPAN. S L t FOR Min.' SEPgRA770F% 70 CLASS FOR SANS LESS THAN THE Mox. ALLOWED MLNINUM SEPAR4770N 70 (BASS FOR SHUTIERS IF%TA1I m ABOVE 30'-0' EVATIOH OF BUILDING, M64SUREO AT BOTTOM OF SHUTT 7 TABLE 1: SLAT SPAN (R.) MINIMUM SEPARATION TO GLASS 69' OR LESS J V16 - NOTE : THE TOTAL SLAT DEFLEC77ON AFTER ADDING THE DEFLEC77ON OF THE HEADER AND/OR THE STORM BAR SHALL NOT EXCEED A MAXIMUM OF 2' OR VJO IN THE POS?IVE DIREC770M AND A MAXIMUM OF L/30 IN THE NEG4TNE DIREC77ON. PROW17TREVISED as complying wah Ote Fin,* Nno - S� 05 2014 1�4 P.•oduct Control Divisiaa STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SPAN I" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOADS) MAX SPAN FOR STORM BARS W/REWLAR CONCRETE ANCHORS MAXIMUM DESIGN © 2' i senna MRTlPE 1' r 1' r J/IC O a stow/ HaR 2' + 3' JIB' 7YPE a 570Adf eaR EU 2' r 4' LOAD W (p.s.f.) at STOW SVR sn.001'G SvrWW 4t vm sue pvmac 6 J'-0" 3' 70 4' 4' TO 5- 5' TO 6' S 3'-0" X TO 4' 4' TO 5' 5' TO 6' 6 J' -O' 3' TO 4' 4' TO 5' 5' TO 6' 10 OR L£55 6'-0' 6'-0' 8'-0' S' -Y 8'-0' 7'-9' 7'-0' 6'-4' 10'-J' 9'-6" 8'-6' 45 6'-0" 6'-0' S'-9' S' -J' W-0' 7'-4' 6--7' 6'-O' 9'-11" W-11' 8'-0" 7'-4' 50 W-0' 6'-O' 5'-6' 5'-0' 8'-0' 7'-0' 6'-J' 5'-8' 9'-8' 8'-6' 7'-7' 55 W-0' 6'-10- 5'-3' 4'-9" 7'-8' 6'-8" 5'-11' 5'-5' 9'-4' 8'-1' 7'-J" B'-7' 5'-7" 5'-0' 4'-Y 7'_4• 6'-4" 5'-8' 5'-8'-11' 7'-9• 6'-11' 6'-4" 4tW-0' 5'-5' 4'-10' 4'-5' 7-1" 6'-1• 5"-6' 5'-0• 8-Y 7'-5' 6'-8' S-2 4-8' 4-J' _ 6'-!0' 5'-11' 5'-3' 4-10• 8'-J' 7'-2' 6'-5' 5' -JO' 75 5'-0• 4'-6 4_i 6' -Y 5'-8- 5'-l' 4'-8' 8'-0" 6_11 6•-2'80 L6-O' 4'-10• 4'-4- 4'-0" 6'-4 5'-6' 4-11 4-6 7'-9' 8'-9'85 4'-8" 4'-3" J'-10' 6'-2' 5'-4' 4-9' 4-4 7-6" 6'-6' 5'-f0' 5-4" 90 4'-Y 4'-1 ' 3'-9' B'-0' 5'-2" 4'-8' 4'-J" 7'-4' 6'-4' 5'-8' 5'-2' 95 5'-2' 4'-5' 4'-0' J'-8' 5'-t0" 5'-1' 4'-6' 4'-t" 7'-1' 6'-2" 5'-6" 5'-0' 100 5'-0' 4'-4' X-11' X-7' 5'-8' 4'-11' 4'-5" 4'-0' W-11' 6'-0' 5'-4' 4'-11' 105 4'-11' 4'-3' J'-9" J'-6' 5'-7" 4'-10" 4'-4' 3'-I1' 6'-9' 5'-I0" 5'-J' 4'-9' 110 4'-9' 4'-2' J'-8.1'-5' 5'-5' 4'-8' 4'-2' J'-10' 6'-Y 5'-9' 5'-1' 4'-8' 115 4'-8' 4'-1' J' -Y X-4' 5'-4- 4'-7' 4'-1" J'-9' 6'-6" 5'-Y 5'-0• 4'-Y 120 4'-Y 4'-0' J'-7' 3'-3' 5'-2" 4'-6' 4'-0' X-8' 6'-4" 5'-6' 4'-11' 4'-6' 125 4'-6' 3'-11' X-6' J'-2' 5'-1" 4'-5' J'-11' J' -Y 6'-2" 5'-4" 4'-10• 4'-5' 1J0 4'-5" J'-10' 3'-5' 3'-1' 5'-0' 4'-4' 3'-10" X-6' 6'-11 5'-J' 4'-9' 4'-4" 135 4'-4' J'-9' J'-4' X-1' 4'-11' 4'-3' J'-91 X-6' 6'-0' 5'-2' 4'-7' 4'-J' 140 4'-J' X-8' J'-3 3'-0' 4'-/0' 4'-2• 3'-91 J'-5' 5'-t0" 5'-1' 4'-6' 4'-2' 145 4'-2' J' -Y J'-3' 2•_11• 4'-9' 4'-1' J'-6' 3'-4' 5'-9 5'-0' 4'-6 4'-i" 150 '4'-1' J' -Y J'-2' 2'-11' 4'=8' 4'-0- X-7' J' -J' 5'-8' 4'-11' 4•-5' 4'-0" 155 4•-0' V-6' J'-1' 2' -JO' 4'-7- 3'-11' X-6' J' -J' 5'-7' 4'-t0• 4'-4' 160 4'-0' Y-5 3'-1' 2'-10' 4'-6' X-11- 3'-6' J'-2' 5'-6' 4'-9' 4'-J" J' -/l' 165 3'-11' 3'-5' J'-0' 2'-9' 4'-5• 3'-t0' 3'-5" J'-2' 5'-5• 4•-8' 4'-2' J'-10' 170 3'-10' 3'-4' J-0 2'_9' 4'-4' J'-9' X-5' J'-1' 5'-4' 4'-7' 4'-1' 3'-91 175 J'-9' J'-3' 2'-11' 2'-8" 4'-4' J'-9' 3'-4' J'-0' 5'-J' 4•-6' 4'-1" J'-91 180 X-9' J'-3" 2'-11' 2'-8' 4'-J" 3'-8' J'-3' 3'-0' 5'-2' 4'_6' 4'-0' J'-8' 165 3'-8' 3'-2" 2'-)0' 2'-Y 4'-2' J' -Y J' -J' 2'-11' S' -l' 4•-5• 3'-11' J' -Y 190 3'-8" J'-2' 2'-!0' 2'-Y 4'-t' J'-7' X-2" 2'-11' 1 5'-0" 4'-4' 3'-7 1' J'-7' 195 1 J' -Y 3'-1' 2'-9' Z'-6' 4'-1' 3'-6' J'-2' 2'-11' 1 5'-0' 4'-4' X-10' J'-6' ' STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. PRODUCT REVISED Bw7diytQ Cade 15e 1•iarida 1�1Hi N4oos2 05 B . � Division iddina Code (Eich Velocffv Eumi — STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" (p s f) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GiVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOADS) MAX. SPAN FOR STORM BARS W/REGULAR CONCRETE ANCHORS SIORM &AM SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE mEEDED. PROWCf REVISED as 0-41ymg -th the klanda Bwlftg Cod. A=Praa X1. -(Ds2 C)j 014 M Mit<ni - 7-TatuctC®trot Florida Burbling Code (High Velocity Hurricane . TYPE 4 S1dPID — r 2' x 4' x 1/4' —5-- YPE 9 SIaeD BAR D (2) 2' x 3'x 1/8' F7 (2) 2 e, 4' 14• LOAD �Ir Sfaral aw -%-A zl atr SMTM OR SPACING +k S14W eW SPA= S 3'-0' 3' TO 4' 4' TO 5' S' TO 6' S Y-0' 3' TO 4• 4' TO 5' 5• TO 6' S J'-0° Y TO 4' 4' 1 5 S' TO 6' 40 OR It' -t0' 17'-0' t0'-5' 9'-11' f0'-3" 9'-6" 9•-01 8'-Y 14'-1' 13•-1' 45 11'-6' 10'-8' 10'-1 ' 9'-8' 9'-11 " 9'-J' 8•-9' 8'-4' 13'-8' 12'-9' 12'-0' 50 tf'-2' 10-5' 9'-10' 9'-2' 9'-8" 9'-0' 8,-6' 55 70'-1t' f0'-2' 9'-7' 8'-9' 9'-5" 8'-9' 8'-4'� 60 10'-8' 9'-t1' 9'-2' 8'-5' Y 8'-1' 7-4' /2'-9' ft' -10' If' -2' 10'-6' 65 10-6' 9'-9' 8'-f0' 6'-I' 5' 7-9' Y-1' 12'-6' 11'-7' IC -0' 10'_6° 70 10'-4• 91_6" 8'-6' 7'-9' 3' 7'-6- 6'-10' 72'-J' f J'-5' 10'-9' 101-4' 75 10'-11 9'-2' 8'-3' 7'-0' 7' *81--4-7'--54' r -J` 6'-Y 72'-0' f t'-2' 10'-7' 10'-7' r-3' f0' r-0' 6'-5' it' -t0• 7t'-0' 10'-5' 9' -it' 85 9'-i0' 8-Y r-9' r7' 6•-9" 6'-2" 11'-8' t0'-70' f0•-3' 9'-10' 906-5' Y-6' 8'-f0' 4• 6,-7• 6'-0• 11•-6• 10,-6• 10•-11 9,-6" 95 9'-5' 8"-2' 7'-4' 6'-8' W -J' Y_2' 6'-5' S' -f0' 11'-4' 10'-Y 10'-0' 9'-5• 100 9'-2" r-11' r-1' 6'-6• 8'-1' 7'_0• 6'_3' S'-9' 11'-Z' 10'-5' 9'-101 9'-2' 105 8'-11' 7,-9" 6•-11" 6'-4' 7'-11' 6'-10' 6'-1' 5'-Y 1P -i' 70'-4' 9'_9' W-11' f 10 8'-9' Y -Y 6'-9" 6'-2' 7'-8• 6'-8' 61=0' S'-5• 10'-77" 10•-2" 9'-Y 115 8'-Y r-5' 6'-6' 6'-1' 7* -6' 6'-6' 5'-10" 5'-4' 10' -JO' 10•-1' 9'-4' 8'-2- 120 a' -S` 7-.J' 6'-6' 5'-11' _ 7'-4' 6•_5• 5'_g' S' -J' 10'-8' 9'-11' 9'-2' 8=4' 125 8t3' r -t" 6'-4' 5'-1@'. 7-y' 6'-J' S' -Y 5'-1' 10'-7' 9'-10' 9'-0' 130 g'-1' Y_0• 6•-3' S'-6• 7•_1^ 6•_2• 5,-6• 5-0• t0,-6- 9,_g• 8,_10• 8,-0" iJ5 7'-1f' 6'-10' 6'-1 5'-7' _ 6•-11' 6•-0` y_y' 4'- it' 1O'-5' 9'-6' 8'-8' 7'-11• 140 7-9' 6'-9' 6'-0' 5'-6" W-10" 5'-11' y_,p• 4' -JO° i0'-4' g'_6• 8•-6' T_9• 145 r -Y 6-7' 5-11' 5'-5' 6'-8' S'-10' S'-2' 4'-9" 10'-2' 9,-4, 8'-1• 7•_7• 150 7-6' 6'-6' 5-10' 5'-4' 6'-7' 5'-1' 4'-8' 10'-i' 9'_2' 8'-2• 7'-6" 155 7-4" 6'-5' 5-9' 5'-3' 6'-B' 5'-0" 4'-7' 10'-0' 9'-0' 8'-J' 7-4' 160 —J• 6'-3' 5'-7' 5'-2' 6'_5" 4'-11" 4-6' 9'-11- 8'-17' Y-1 t' 7,-J- 165 r-2' &'-2' 5'-6' S'-1 " 6'-J' :5-4 4'- t 0' 4'-5' 9'-1 t' 8'-g' r-10' 7'-2• 170 r-0' 6'-l' .5'-5' 5'-0' 6'-2' 4'-10• 4-5' 9•-10' 8'-7' 7-8" 7'-0' 175 6'-li' 6'-0• 5-4' 4'-fi' 6•-1' 4•-9' 4'-4' 9'-9' 8'-8° r-7' 6' -fl" 180 6'-10" 5'-17' 5'-4' 4'-10' 6'_0'-3.4'-J' 9'-8" 8'-4' 7'-6' r-10' 185 6'-9' S' -f0' 5'-3' 4'-9' 5'-J1' y_2• 4'-7' 4'-2' 9'-6' W-3' r-5' 6'-9' 190 6'-8 5'_9' 5'-2' 4•-8' _5'-10' 5'-11 4'-6' 4'-2• 9'-5" 8'-2' 7'_3' 6'_8• 195 6'-Y 5'-8' 5'-1' 4'-8' 5'-9' 5'-0' 4•-6' 4•-1' 9'_J' 8'-O' 7'_2• 6,-7• SIORM &AM SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE mEEDED. PROWCf REVISED as 0-41ymg -th the klanda Bwlftg Cod. A=Praa X1. -(Ds2 C)j 014 M Mit<ni - 7-TatuctC®trot Florida Burbling Code (High Velocity Hurricane . STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" (p s f) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN P0S17-IVE AND NEGATIVE LOADS) MAX SPAN FOR STORM BARS W/SPRING-LOADED SMTM TYPE sranu ae 7 C Y x a' x J/ree" MAXIMUM LOAD * sralw aw 5PArn1c P[ 2 Shull w O 1Y2' x Y x 1/8" * =M aaH VAaW "W J uw Baa E Y x 4', t/8' STZW can srAaxs LOAD * VOW Han SPACM J' TO 4' S J'-0" J' W 4' $ J'--0' J' TO 4' 40 OR LESS 4'-5' J-4' 8'-0' 6'-0' fW-0' 7'-9' 45 J'—J t' J'-0' 7'-1' F-4' g'-2• 6'-11- 50 8'-11' 2'-8' 6'-5" 4'-10' 8'—J' 6'-2' 55 J`—J' 2'-5' 5'-10' 4'-4' 7'-6' 5'-8' 60 J'—O" . 2'—J' S'_4' 4'-0' V-11- 5'-2- 85 2'-9' 2'-1' 4'-11' J'-8' 6'-4' 4'-9' 70 2'-6' 1'-11' 4'-7' J'-5' S'—ff' 4'-5' 75 2'-4' 1'-9' 4'-3' Jq-2" 5'-6. 4'_t. " STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" (p s f) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOADS) MAIC SPAN IVR SMW BARS W/Sl J-LdtNED Sf'SfEM UM DESIGN ITPE 4 SJOnV HOA F 2' x 4' x r/4' ""r 9 S1aa" Hatt rm 6 smw Han �(2) 2' x Y x 1/8' Q (2) 2' x 4' x 1/4 LOAD * VOW Han SPACM * =W BNP SIAMW * SR7741 HAA SPnaW S X-0' J' TO 4' S J'-0' J' TO 4' S J'-0' J' TO 4' 40 OR LESS 10'-4' 7'-9' 10'-J" 91-6' 14'-1' 11'-t' 45 9'-2' 6'-11' 9'-11' 8'-11' 1J'-6' 50 8'-J' 6'-1' 9'-6" 8'-0't2'-10' 55 7-6' S'-8' t1'-6' 8'-9• 60 I 6'- i l' 5'-2" 8'-11' 6'-8' 10'-8' 8'-0" 65 6'-4' 4'-9' 8'-2'6'-2' 9' 70 5'-71' 4'-5' 7'-7" 5'-9' 9'-2' 6'_11• ' 75 5'-6' 4'-1" 7'-1'S"-4' 6'-7' 6'-5' STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. :.`I O 1 =^9 Florida PRODUCT REVISM as -MAY ug vaidl lho Florida Sa6diug cod. G �Q JZ7 0.�7 7 ZOtQ- Sy Mteral um cmml Division HEADER LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W",g. s f) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF HEADER (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOADS) © TYPE J HE40ER MAXIMUM 2' x J' x J/8' DESIGN O TYPE 2 HEADER 2' r 4' x t/8' O TYPE J HEADER 2' x 4' x 1/4" LOAD (P.s.f. =RM BAR HE1G4T SIMAd BAR hVGTO' STOM SW HE/GHY S 5'-0 5' 70 7' S 5'-0' S' TO 8' S 6'-0' 6' TO 8' a, TO 10' 10' TO 12' 12' 70 14' 4Q0 9'-1t' 8'-4' 12'-2' 9'-8' 14'-10' 12'-10' 11'-6' JO' -6' 9'-9• 45.0 9'-4' 7-11' JJ' -6° 9'-1' 14'-0' 12'-2' Jp'_ip• 9' -Il* - y_2• 50.0 8'-10" 7'-6' JO'-il° B'-8' iJ'-4' W-6- 10'-4' 9'-5' 8'-8^ 55.0 8'-5' 7'-2' 10'-5• 8'-J' 12'-B° 11'_0' 9' -to' 9'-0' 8'-4' 60.0 B' -J' v-10' t0'-0' 7'-11' 12'-2' 10'-6' 9'-5' 8'-T 7'-11' 65.0 7'-9' W-7' 9'-7' 7'-Y 11'-6' 10'-1° 9'_p• 8'-J' I ;--a- 70.0 7=6' 6'-4' 9'-J' i-4' il'-J' 9'-9 B'-8' 7'-11' 75.0 7'-J' 6'-1' 8=11° 7'-1' 10'-10• 9'-5' g,-5' 7,-8' 7•-1' . 80.0 7'-0' 5'-11' 8'-8' 6'-10' 10'-6' 9'-1' 8'_2' 7'-5' 85.0 6'-9" 5'-9' a,-5* 6'-7" 10'-2' 8'-1 p' 7'-11' 7'-J' 6'-B' 90.0 6'-7' 5'-7' 8'-2" 6'-5' 9'-11' 8'-7' 7•-8' 7'-0' 6'-6' 93.0 8'-5 ° 5'-5' 7' -fl, 6'-J' 9'-8' 8'-4° 7'-6' 6'-10' 6'-4' 100.0 6'-J' S' -J' 7'-9' 6'-t' 9'-5" 8'-2' 7•_J^ 6•-8• 6•_g' 105.0 6'-1' 5•-2' 7•_6' g•-0' yt2° 7•-11' - 7._1' 6._6. - 6-0- 110.0 6'-0' 5'-1' 7'-4' 5'-10' 9'-0' 7,-9' 6'-1 J' 6 =4' S'-10• 11''x0 5'-10' 4' -it' 7'-2' 5'-8' 8'-9° 7'-Y W-9' 6'-2' S' -g' 120.0 5'-9' a'-10' 7'-1- S'-7' 8'-7' 7'-5' 6'-8' 6'-1' S'-7' 125.0 5'-7' 4'-9' 6'-J 1" 5'-6' 8'-5' 7'-3' g•_6° 5•-11' 5•_6' IJO.0 5'-6' 4'-8' 6'-9' 5'-4' g' -J' 7'-2' 6'-5° 5'-10' 5'-5' 7'0' 6'-Y 5'-9' S'-4" 140.0 5'-J' 4'-6' 6'-6' 5'-2' 7' -Tl' 6'-11' 6'-2' S' -Y 5'-2' 145.0 5'-2 4'-5' 6'-5• 5'-1' 7'_10• 6'-9' 6•�1' W-6' 5'-1' 150.0 5'-1' 4'-4' 6'-4' 5'-0' 7'-8• g' -g• 5'-11° 5'-5' 5.�. 155.0 5'-0' a' -Y 6'-2' 4'-11' 7'-Y 6'-6° 5'-10" 5'-4' 160.0 4'-1l' 4'-2" 6'-1' 4'-10' 7'-5' 6•-5° 5'-9' S' -Y 4'-10' 165.0 4'-10' 4'-1' 6'-0' 4'-9' 1-4' 6'-4' 5'-8' 170.0 4'-10' 4'-1' S'-71• 4'-8' 7'-J' 6'-J" 5'-7' S' -I' 4'-10• 175.0 4'-9' 4'-0' S' -1p' 4'-7• 7'-1' 5'-1" 5'-6' 5'-0' q•_g^ 180.0 4'-6' J'-11' 5'-3' 4'-7' 7-0' 6'_1' 5•_5" 4•_11' 165.0 4'-7' J'-11' 5'-81 4'-6' 6'-11' 6'-0° 5'-4' 190.0 a'-6' J' -t0' S'-7" 4'-5° 6'-10' 5'-11" 5'-J' 4' -IO" q•_g• 195.0 4'-6' J'-9' 5'-6' 4'-4' 6'-9" 5'-10• . 5'-J' 4'-9' 012009 TIUECO INC. IL ECO,N�. TILUT TESTING & ENGINEERING COY 6U5 KR 1Wb. 4.. Sb..176. VdiGtM CA�144 P Pppro : (JW)a}t-19� . Pm : (]OSJffii-7: B -ma&. tOteaa�aaLcom O 2�re^ � E3-00 N774' PFL vwJ7 FLCR Ve. $ 44187 PRODUCT REIRSoI . .m:ldymg WM the hlonJa amilr, Cw:ae A=;:Ml..Ml - 052 OS 07 01+ lvlt�ti .. 1 LY'i9ien Florida Building Code (High Velooi B'urricane Zone) 50mm SLAT ROLL -UP SHUTTER 0"!r B1 ROLLINGSHIELD, INC. 4/J/m (x sa0 1) 041E 2800 N.W. 74th AVE. ~.F .JJ72z 09-040 Pllmi.: (J0.4fAlB^tBC1 Por: (J09JlV-Affil ®4m aur W¢ DRAWING Ab ma 0.9-YPP NJiW as SHEET 19 aF 16 MULLION LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" (p s f) AND CORRESPONDING MAXIMUM SPAN "L "(Ft) FOR A GIVEN TYPE OF MULLION AND MULLION SPACING (Ft }_. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOADS) MAX9IUM OTYPE r !4MULLION Y ' x 7/B' O TYPE 2 MULLION P O TYPE 3 MULLION OESICN 4' r 4' x 1�4- um f) MULLION SPAMW AVALA M SPACING MQl110N SPACING S 4'-0' 4' 70 5' 5' 1a 6' 6' 70 6' S 4'-0' 4' 70 5• 5. 70 6' 6' TO Ir .d 4'-0' 4' TO 5' 5' 70 B' 6' fO 8' 8' TO 10 )0' 10 7 40.0 9'-O' 8'-4- r-10' 8'-2- if' -9' /0'-1J 70'-J' 10'-9' 16'-4' 15=2' 14'-3' f4•-10 13'-10 1J' -O" 45.0 W-8- 8'-Q- r-7' 7'-10- If' -4' IO' -6- 9 --fl- 10'-4' 15'-8' t4=7- 13'-B' 14'-4' iJ'-J' 12'-6' 50.0 8'-4' 7'_g' 7'_J• r -r 10'-11• f0'-2' 9'-7' 10'-0' 15'-2- 14=1' 13'-J- 13'-J0 12'-10 12'-1- 55.0 8'-1" r_6- 7'_1' 9'-!0• 9'-J' 9'-8' 14'-8- YJ' -7- 12'-10 13'-4' J2' -S' Jf•_B• 60.0 r-10' r-3' 6'-10' 7'-2' 10'-J" 9'-7' 9'-0- 9'-S' 14'-3' 13'-3' 11'_5• 65.0 r-8' r-1' B'-8- r-0' IO' -0' 9 =4' 8 =9' 9'-1' 1J' -t 7' 12'-f t' 72'-2' 12'-8' 70.0 r-5' 6'-11' 6'-6° 6'-10• 9'-9' 9'-1' fJ'-7' 12'-7' 17'-f0 12'-4' 1f'-5• 10,-9• 75.0 7-J' 6'-9' 6'-4 6'-8' 9'-7- 8'-10' 8'-4' 8'-8' f3' -J'7' !2'-7' 11'-2' 10'_61 80.0 1--2' 6'-7' 6'-J' 6'-6- 9'-4° 8'-8' 8'-2' 8'-6' 12'-71' 12'-0- BS.O r-0' 6'-6' 6'-t' 6'-4- 9'-2' 8'-6' B'-0' 8'-4' 11'-8• 7!'-9' 1f' -i' 7f'-7- 10'-9' 90.0 6'-10' 8'-4' 6'-0' 6'-3" 9'-0' 8'-4' r-10" 8'-2' 72'-5' 11'-T 95.0 6'-9' 6'-J' 5'-10' 6'-2• 8'-10• 8'-2' 7'-9' 8'_1- 12'-J' 17'-4' 10'-8' 71'-2' 10'-4' 9'-9' 100.0 6'-7' 6'-2' 5'-9' 6'-0' 8'-8' 8'-f' 7'-7- 7'-17' 12'-0' 11'-2• 10'-6" f0'-tt 10'-1' 9'-71 1030 6'-6' 6'_7• 5'-7' 5=11' 8-6- r-11' r-6• r -g' 1f'-10' 1f'-0' 10'_4• 10•-g• _ 110.0 6'-5' 5'-1 Y 5'-5' 5'-10' 8'-5• r- io' r-4' T-8• - if 7r 10'-10- 10'-2' f 0'-7' - 115.0 6'-4- 5'-10' 5'-4' S'-8' 8'-3• 7--8- r -J- 7.-7' ll' -S- 10'-6- 10'-0' 10'-S' - 120.0 6'-J' 5'_9' 5•-3• 5•-7• 8'-2' 7•-7' 7'-2' 7'-5• 11'-4- f0'-6• 9•-11' JO' -4' ' 5'-7' 5'-1 • 5'-5' 8'-t • r-6• r-0' Y-4' 17'-2' 10'-4' 9'-9• f0•-2' - 1' S'-8' 9'-0' S'-4' T-11' T-5' 6=11' 7'-3'- 0' 5'-5' 4'-17' 5'-J' 7'-10' r -J' W-70' 7'-2' 10=11" 10'-7' 9•_6' 9•-11• _ TOS if' S•_,T' 4'-10' S-2' r-9' r-2- 6'-9• 7'-1• f0'-9• 10'-0' 9' 14-5.10' S'-2' 4'-9' 5'-t' . 7 =8' 7'-1 7'-0' 10'-7' 9'-10" 9'-8' .' S'-1' 4'-8- 5'-0' T -TT -0 6-7' 6'-fi'1Q'-6- 9'-9" g•_2'9 -TY S'-0" 4'-7' 4•-1!' 7=6' Y -O' 6'-7' 6'-f0' 10'-5- 9'-8' 9'-1' 9,-6- 160.0 5'-6' 4'-1!' 4'-6- 4'-10• r-5' 6'-11" 6'-6' 6'-9' f0'-3' 9'-7' 9'-0' 9'-4' - - %J65A 5'-5' 4'-10' 4'-5' 4'-9' r-4' 6'-10' 6'-5' 6'-8• 10'-2' 9'-5'- O 5'-4' 4' -JO' 4'-5' 4•-B• Y_J- 6-y• 6•-4• 6,-8, }0,-1• 4 8_9' g,-1• -_ 175.0 S'-3' 4'-9- 4'-4' 4'-7' 7-2' 6'-8• 6'-4' 6'-7- 10'-0' g' -J' 8•_81 91-1• 180.0 5'-3' 4'-8" 4'-J' 4'-6' 7'-2' 6-7' 6'-3- 6'-6' 9'-11' 9'-2• 8•_6- _ 185.0 5-2' _ 4'-6' r-1' 6 -r6' -S' 9'_10^ g7_1' 190.0 S'-1• 4'_6• 4'-2' 4'-5- 7'-0- 6'-6' 6'-1' 6'-S' 9'-9' 9' 0" 8'-J' 8•-10' _ 195.0 5'-0- 4•_6' 4'-1' 4'-4• 6'-il• 6'-5° 6'-1' 6'-4• 1 9'_6• 8•-11• 8,-2' 8_g. No 7F' : REFER TO ELEVATIONS ON SHEET IA OF 16 1-. MR- MULLIONS 8STALLEO W/O STORM 94Rr1 A) MULLION SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED 2-. FOR MULLIONS INSTAJ L EQ W/ SYO u &tRs A• 71 40 A) MULLION SPACING SHALL BE SUCH TI4AT MAXIMUM HEADER SPAN SHALL NOT BE EXCEEDED 8) STORM BAR SPACING SHALL HE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT HE EXCEEDED El 0 12009 MODlJCTP.EVISM zs ^�nTl-res� dig Fimid. OS Divmr,' ProdaceCmgoi Division Florida Building Code Online Page 1 of 2 r - _ HnAit.MI roi BCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications ( FBC Staff BCIS Site Map ! Links Search Busines PrQfeSsiIIJJ" �) Product Approval ! USER: Public User Regulation Yf<tY4aT Product Aooroval Menu > Product or Aooiication Search > Application List > Application Detail { �k` FL # FL15549 EN I � Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Genesis Shutter Group, Inc. 9811 NW 80 Ave. Bay; 7A/7B Hialeah Gardens, FL 33016 (305)733-6235 gieon@kcl.net Yiping Wang mcy.engineering@att.net Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer is Evaluation Report'- Hardcopy Received Yiping Wang PE -55983 National Accreditation, & Management Institute, 12/31/2014 Sifu Zhou, P.E. ".1 Validation Checklist - Hardcopy Received FL15549 RO COI AD12-37 COI.odf Standard Year FBC 2010 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www. floridabuilding.org/prlpr_app_dtl. aspx?param=wGEVXQwtDgvKmQdIOUtQtu... 9/3/2013 it Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/27/2012 Date Validated 04/27/2012 Date Pending FBC Approval 05/03/2012 Date Approved 06/11/2012 Page 2 of 2 Summary of Products FL 11model Number or Name Descri tion 15549.1 "GSS-1" "GSS-1" Genesis Aluminum Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: Yes EL15549 RQ II AD12-37 4-27-12 ALL SS.pd Approved for use outside HVHZ: Yes Verified By: Yiping Wang P.E. 55983 Impact Resistant: Yes Created by; Independent Third Party: Yes Design Pressure: ++180/-200 EvaluatloniReports Other:. Refer to Installation drawings for design loads FL15549 RO AE ADi2-37 MEW v.s. shutters an and anchor conditions. Created by Independent Third Party: Yes Back Next i Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official commur♦[cation with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department w2an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click berg . Product Approval Accepts: KJ FIX REIM http://www.floridabuilding.org/pr/pt app dtl.aspx?param=wGEVXQwtDgvKlnQdIOUtQtu... 9/3/2013 GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -TO ALLOY WITH MINIMUM YIELD STRENGTH OF Fy=31.0 KSI UNLESS R IS SPECIFIED. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 5. WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE, G = 0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 6.ALL ALUMINUM BLIND RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 7. BOLTS TO BE GALVANIZED OR STAINLESS STEEL WITH 36 kat MINIMUM YIELD STRENGTH. 8. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. B. A PERMANENT SHUTTER MANUFACTURERS LABEL SHOULD BE PLACED ON THE EXPOSED SURFACE OF THE CENTERMATE BLADE (COMPONENT 10) UNDER LOCK ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: GENESIS ALIMINUM ACCORDION SHUTTER SYSTEM HIALEAH, FLORIDA MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. NOA # 11-1006 PER TAS -201, TAS -202, AND TAS -203. 10. (a) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS GENERIC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE PAD. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a) THIS PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT -PREPARED R..___ ................ _..._._. .._-__-__._. _._.__..___ _-..... NOTES: WHEN EDGE DISTANCE EQUAL OR GREATER THAN Y AND LESS THAN MIN. EDGE DISTANCE SPECIFIED ABOVE, THE ANCHOR SPACE IN ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWING REDUCTION FACTOR: ANCHOR TYPE A, & Al: REDUCTION FACTOR = 0.80 ANCHOR TYPE B & B1: REDUCTION FACTOR = 0.67 ANCHOR TYPE C & Cl: REDUCTION FACTOR = 0.60 ANCHOR TYPE E: REDUCTION FACTOR = 0.80 ANCHOR TYPE F: REDUCTION FACTOR c 0.67 PLEASE NOTE THIS INSTALLATION ARE ONLY VALID FOR THE RESULTING ANCHOR SPACE EQUAL OR GREATER THAN 3. REDUCTION FACTOR MULTIPLY DESIGN LOAD ON SHEET 5 THRU SHEET 15, HAS TO BE GREATER THAN PROJECT DESIGN LOAD. TYPICAL ANCHORS: (SEE CHARTS FOR ANCHOR SPACING) TYPEA. 1M' DIA TAPCON BY ITW BUILDEX (Fu =120 KSI, Fy = 82 KSI) INTO CONCRETE kt3000 PSI 13/4' MIN. EMBED 2-1/T MIN. EDGE DISTANCE 1-1/4' MIN. EMBED 2-1/2' MIN. EDGE DISTANCE TYPES, 1/4'-20 CALK -IN BY POWERS FASTENERS INTO CONCRETE fd=3000 PSI 7/8' MIN. EMBED 3' MIN. EDGE DISTANCE TYPE B1. INTO CONCRETE BLOCK 71W MIN. EMBED 3' MIN. EDGE DISTANCE TYPE C. 1/4' CRETE -FLEX SS4 MASONRY ANCHOR BY'ELCO' INTO CONCRETE fc'== PSI 1 3/4' MIN. EMBED 21? MIN. EDGE DISTANCE TYPE Cl. INTO CONCRETE BLOCK 1 1/4' MIN. EMBED 2 1/2' MIN. EDGE DISTANCE TYPE D. 1/4- DIA ULTRACON BY ELCO (Fu = 177 KSI, Fy = 155 KSI) INTO CONCRETE fd=3000 PSI 1-3/4' MIN. EMBED 2-12' MIN. EDGE DISTANCE TYPE D7. INTO CONCRETE BLOCK 1-1/4' MIN. EMBED 2-10 MIN. EDGE DISTANCE TYPE E. 1/4' DW TAPPER- BY *POWERS* INTO CONCRETE fd = 3000 PSI 1.3/4' MIN. EMBED 2-12' MIN. EDGE DISTANCE TYPE E1. INTO CONCRETE BLOCK ao�au,rawvAe�Acra: 1-1/4' MIN. EMBED i.. w� nc mm ra�mnm Datum Nrwma rao. 2' MIN. EDGE DISTANCE arnraulmroaewxirs ..TYPE F. ... 1/4'-20'ALL-POINTS'SOLID-SET -ANCHORS .-.... s¢rmtrox. NNmuea Arm Nsruurou a T08 PR ' OM1® INTO CONCRETE id = 3000 PSI 7/8' MIN. EMBED 3' MIN. EDGE DISTANCE TYPE F1. INTO CONCRETE BLOCK14i��P1sP11�0 arAnmmAe.mwr�nw 7/8' MIN. EMBED aworxEcam �uaasrnlr¢ 3' MIN. EDGE DISTANCE r �Amrom.m.mataw.�aArn I®ealxaaeneNmeaen� 0.E W HD. ACING A8 A C6LOAlED � TYPE G 1/4' DIA. LAG SCREWS ( Fy=60 KSI) ro ra ven mA'ATFaR mau mmlar ro Ine INTO WOOD STRUCTURAL rr®v.a.o.mwueriwnrEmmArm 1-10 MIN. THREADED EMBED r 1-117 MIN. EDGE DISTANCE n 1lbt ] TYPE H. 5/18' DIA ULTRACON BY ELCO (Fu = 177 KSI. Fy =155 KSI) F ON slf INTO WOOD STRUCTURE $1��0%te286i , 1-12' MIN. EMBED No N 1-5/B' MIN. EDGE DISTANCE gAFfS3��NP� .. me Z'7 202 w (J m_ m AD12-37 1 OF 15 g1.840' 1.376' S � IL OPTIONAL NFC700-01 8063-T6 1 STANDARD CEIUNG TRACK 2.420• 0.070' 'v M � m N p m O O OPTIONAL --� n NFC100-02 6063-76 STANDARD WALL TRACK 3.840° 1.840" g 0.093' m 1.606' m 0 0 0tf 50° N 0.050'v, 0.050" NLil o � a 1.456° OPTIONAL NFC100-03 6063 -Te NFC100-04 6083-T6 NFC100-05 8083-T6 3 STANDARD 2' BUILD OUT 4 STANDARD A1. TOP SILL STANDARD A. ol 1.168° 1.875' O 1.743° O,r o n m O O #o ^ 0.05 0.050' o o 0 1.529' R r t's, O - F' 0211° 0.318' 0.810' A 7001 2 g'� PTIONAL NFC100-06 6063-T6 NFC100.Og g063.Tg NFC700-09 6063 -TB NF 10 8083-76 m 6 180° STARTER $ TRENCH TRACK- 9 WALK OVER TRACK 1 D CENTER MATE o o STANDARD TRACK (S.T.) STANDARD TRACK (S.T.) d 0.875' 1.000° o 3° TO 5' 111W,Alum AnaleW63-TB__....___ __ 1 2°.xii8'7HKAIum.Aagle_._ 13ix111B7HK.Alum..Angle_ 02501° STANDARD TRACK (S.T.) 6063 -TB 6063-T6 14 n PIN 1.908° 1.376° o Sm L -� OPTIONAL NF'10'11 8005-75 15 HEAVY DUTY CEILING TRACK 2.466' 0.138° o OPTIONAL 16 NFC100-12 BOOST5 HEAVY DUTY WALL TRACK NFC100.13 6063-76 1 HEAVY DUTY ADJ. TOP SILL HEAVY DUTY ADJ. BOT. SILL 19 PUSHLOCK 2D ggaESS LOCK 2222 TM2 m 0 0 $ 4.802' /�NFC700-076063T6 FY °7H•7iml Fu.3aA kei t ` o m _ 0.125` QQ S 0 0 N z.000• ALUM21 8083 IN 1X2X1/8°; 2X2X118'; 2X3XV81, 2X5X1/8°; 2x5x1/4• 0 o ma 23 PUSH LOCK W I HANDLE .1(3 F nLP�W,P �f ION I I ,,.Q4,%G1clt '+�g83s nae a -a. -u V,142865,7*�MAv snaeer ■cY v -m "y7f.,�FLOPP�C DH.tmn ND. � 111; Esso a`` AD12-37 MR27W 2 OF 16 MAX. SHUTTER SPAN - "L" MAX DESIGN LOAD WITH STANDARD TRACK DUE TO DUE TO POSITIVE NEGATIVE LOAD LOAD STH HEAVY DUTY TRACK DUE TO DUE TO POSITIVE NEGATIVE LOAD LOAD (PSF) (INCH) (INCH) (INCH) (INCH) 40 123' 123' 143' 141' 45 123' 123' 139" 137' 50 120' 120' 135' 133" 55 114" 114" 132' 130' •6p 65 109' 105' 109' 105' 1 129' 1 129" 128- 124" 70 101' 101' 124" 119' 75 98- 98" 119" 115" 80 94- X. 115" 111' 85 92' 92' 111° 108° 90 89' 89" 108" 105 95 8T 86' 105 102" 100 84' 81" 102' 100' 105 82- 77' 100' 97' 110 81" 74" 95 95' 115 79- 71' 93" 91" 120 77' 68' 91' 87' 125 75 65" 89° 84" 130 74' 63' 8T 81" 135 77 W. 85" 78" 140 69' S8' 82' 75° 145 6T 56' 79° 7T 150 65 54' 76" 70' 155 - - 74' 68" 160 - - 71" 66' 165 - - 69" 64' 170 - - 6T 62" 175 - - 65 60' 180 - - 59' 58" 185 - - - 5T 190 - - - W. 195 - - - 54' 200 - - - 5T 0 11 12 TNRu 10 11 « 12 » THRu 10 TYPICAL ELEVATION NOTES: •SEE NOTES 1) LOCK SHALL BE LOCATED WITHIN 18' OF MID -SPAN; • •FDR NEAVYDUTY ONLY 2) FOR SHUTTER SPAN t 12 FT USE (2) LOCKS AT 113 SPAN; 3) LOCK O4ND 74 SED FOR STANDARD TRACK ONLY. L `IXISTMOwIHDOWGLIM ip m a�wi�wie TTYR ANCHORS r, wig —AT 1W O.CTYP. INSTRUCTION' A SECTION W / STARTER AT ENDS STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON APPLICABLE ASCE 7 STANDARD. STEP 2 CHECK SHUTTER CAPACITY FOR A GIVEN SHUTTER SPAN USING CHARTS ON SHEET 3. MAX DESIGN LOAD FROM CHART HAS TO BE EQUAL OR GREATER THAN DESIGN WIND LOAD FROM STEP 1. STEP 3 USING CHARTS ON SHEET- 4 TTflAU SHEEP 135ECECT-ANCHORTYPE- AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE ANCHOR DETAIL USED. L J LI n L1 A L n J 1 " %I Q L N 0 DC" n -H 11 « 12 » THRu 10 TYPICAL ELEVATION NOTES: •SEE NOTES 1) LOCK SHALL BE LOCATED WITHIN 18' OF MID -SPAN; • •FDR NEAVYDUTY ONLY 2) FOR SHUTTER SPAN t 12 FT USE (2) LOCKS AT 113 SPAN; 3) LOCK O4ND 74 SED FOR STANDARD TRACK ONLY. L `IXISTMOwIHDOWGLIM ip m a�wi�wie TTYR ANCHORS r, wig —AT 1W O.CTYP. INSTRUCTION' A SECTION W / STARTER AT ENDS STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON APPLICABLE ASCE 7 STANDARD. STEP 2 CHECK SHUTTER CAPACITY FOR A GIVEN SHUTTER SPAN USING CHARTS ON SHEET 3. MAX DESIGN LOAD FROM CHART HAS TO BE EQUAL OR GREATER THAN DESIGN WIND LOAD FROM STEP 1. STEP 3 USING CHARTS ON SHEET- 4 TTflAU SHEEP 135ECECT-ANCHORTYPE- AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE ANCHOR DETAIL USED. 11 12 1 THRu 1Q Z' s' 13 (2"x 3"x 1/8" THKALUM. TUBE) w 4 ---------- W C 8° co U z• n nN. �. cl) Z QED D T, m ANCHOR AOR TYPE}.] W Q e �° �° to co D_'N O O W0) Q ANGLE 8' LgMG Q O O O O @ EACH END W, N 0 to Z D vF en i i CHARTT 11 12 1 THRu 10 DESIGN LOAD FOR INTERMEDIATE N- 8°s g°e ALUMINUM TUBE FOR HEA VY DUTYOA2Y `SEE CHARTT WIDgHTM w) 2xs' lff 2e�VB' 2:S 1K' ELEVATION OPTION 2 9275 fi5 PSF 70 PSF 84 .;.F 70 PSF 70 P9F Q. 77 50 MF 70 PSF 70 PSF SUBSTRATE f (L I F- Z y a S Wim -0 Q SUBSTRATE F- EXISTING GLASS m z -u - --- -- ar.Lu..ju TYPICAL ANCHORS O = I 1 8 cS @ 18° O.C. TYP. ¢ O Lu #10 TEK SCREW +a uJi[L y AT 18' O.C. 5 -gE�A41==�- — - r z a -Juu-, M w co u2 10 C7 (2"x 5"x 1/8" THK UM. TUBE) 13 90 DEGREE SHUTTER OPTION B FYI p,{¢I� WADICs PEON >:v& 6n 0286 acaa u :areo SHUTTER WIDTH = MAX. 92-3/4' oe tr+N s .x•;.. ,� er `a veasr ecr u -oar ELEVATION OPTION 1 AE8S10�, -3 ,,,,,,,,,,, AD12-37 HEAVY DUTY TRACK ONLY 4 OF 15 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART NA7c LOADV LOAD SECTION 1 (TOP) SHUTTER WOOD CONCRETE SPAN CONCRETE CONCRETE STRUCTURE BLOCK ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING (N.) (N.) CONCRETE BLOCK ANCHOR SPACING (h) MAX DESIGNSPAN LOAD S SECTION 1 (BOTTOM) WOOD CONCRETE CONCRETE CONCRETE STRUCTURE CONCRETE BLOCK BLOCK R ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING (In.) (i2) 01) (N.) (lo.) (P8F) (MCH) TYPE A/ B f CIF TYPEE TYPE Al 181 TYPE H/G TYPE C7/Ft fD11E1 (PSE) (INCH) TYPE A/ B/ TYPE H/G CIF TYPE TYPE Al / Bt TYPE 1D71E7 CI f Pt 40 BP 12.0 12.0 12.0 6.7 11.7 40 80' 720 120 120 6.6 9.8 78, 12.0 11.5 12.0 62 BA7s 12-0 In 9.3 42 7.3 9s 12.0 93 120 42 73 Bs 703 129 79 3A S.9 114- 10.7 70 12.0 3b 62 114' 89 103 6A 5.0 12s 10.1 7.5 120 34 69 12P 82 0.7 6.1 4.7 132 92 8b 109 at 63 137 7.6 8.9 6.6 43 141' 8.6 6.4 102 &0 141- 70 83 62 40 6080 Bs 12.0 119 12.0 B.4 0.4 Ss 120 120 9.7 4A 70 71' 12.0 92 12.0 4.1 72 79' 10.1 12.0 7.6 3.4 6.8 w 10.7 7.8 12.0 3.4 69 Bs 82 9.7 6.1 4.7 114' Bb 83 10.1 49 774' 89 62 &1 4.0 120' 8.1 6.0 0.6 4.7 720' &6 7.8 44 39 132 7A 6A 8.7 43 732' 60 7.1 4.4 3.5 60 10.0 12.0 4.5 7.8 BD BP 700 12.0 8.7 3.8 83 7s 10.4 7.7 12.0 a6 8A 78' 8.4 10.0 I2 49 8s 8.4 62 100 4.9 98' 83 &1 60 4.0 174- 7.1 52 8A 4.1 114' 6b u 42 33 12s S.4 4.7 1.8 a7 12s 52 62 33 a0 n SP 11.6 Bb 12.0 33 6.7 70 6s 9.4 11.1 SS 3.1 6.4 78' 89 &8 10.6 5.1 71' 72 8.6 53 42 0s 72 53 8.8 42 Sr 69 70 43 3.4 114' 6.1 4.5 72 366 114- 4.9 69 3.6 178' u 43 BA 3.4 118' 4.7 50 3.5 so 60' 10.1 7.5 12.0 3.4 69 go 80' 82 9.7 &t 4.7 78' 73 S.7 92 4.5 71r 63 7.5 4.7 3.7 Ss 83 4.7 716 a7 9s 6.1 6.1 3.8 771' Sb 4.0 8.5 - 32 iii- 4.4 83 33 - 80 ov BA 0.6 10.7 3.0 62 80 80' 73 &7 8.4 42 78' 6.8 &1 B.24A 78' 8.8 6.7 4.1 32 w59 a.1 e.7 s9 9s' 4.6 &a as los 6.1 33 6.1 108' 42 49 a1 100 60' &1 6.0 9.8 4.7 100 SP 6.6 7.8 49 3.8 7s 62 4.8 7.4 3.6 78' 5.1 8A 3.7 98' &1 3.7 Sp BB' 4.1 49 30 99' 49 3.6 6.8 99' 4.0 4.7 120 48' &4 62 100 49 120 41' 89 &1 S0 4.0 w 6.7 5.0 80 &S Or 5.5 Bb 40 32 78' 62 - 3.8 62 3.0 is 42 &o ai 91' 4.4 33 53 81' 3.8 43 140 48' 7.2 83 846 42 140 48' 69 70 43 3.4 SO' 69 4.3 S.e 33 SP 4.7 5.6 3.5 78' 4.4 U6.3 7s 3.f 43 81' 43 32 6.1 81. 33 4.1 ISD 48' 13 4.7 7.8 3.7 150 47 8.1 8.1 33 80' 5.1 3-7 8A 80' 4.1 49 3.0 70' 43 32 1 5.1 70' 39 4.1 WHEEL CARRIAGE TYPICAL ANCHOR #10 x 3"410 -HT SS S.M.S. SEE CHART ON LEFT M/ 7 518' MEDIUMM & HAT NYLON BUSHING (TOP ONLY) ai #1Gxr 410 -HT S.S S.M.S. o Z TYP. TOP &BOTTOM ILI CHART G BELOW�I I I I G= 0 ALEFr, 2_ _.... YF107T3' 410-tITS:SS.M.S. W/ 7 /16'PJx7/S' LONG NYLON BUSHING TYPICAL AN(BOTTOM ONLY) SEE CHART ON ,� WALL MOUNTING INSTALLATION STANDARD TRACK CHART G GLASS SEPARATION CHART FOR STANDARD & HEAVY DUTY SHUTTER SPAN sE ARATION wvs 2-12' 8p'<SPAN S90' 3-1/4' sse 12P 4-1/4' 120' -SPAN 4-3W TYPICAL ANCHOR SEE #10x3" 410 -HT S.S o CHART ON LE S.M.S. W17 / 16"Ox 618" MEDIUM & HAT NYLON BUSHING (TOP ONLY) T~i1 N 3 #10x2" 410 -HT o z S.S S.M.S. TYP. g o U / TOP &BOTTOM m W ❑ U o WHEEL CARRIAGE �m 00 0 NW V Om W Z Ol N o Ci Z au Z J C7 MIN. SEPARATION SEE O N O CHART G ON SHEET 6 W q E Z 7 W 0 Bi Xy Z D n c W 1x11 Z TOP 2" B.O. WALL 2 9 MOUNTING INSTALLATION o ° a U _ n s mX 7 � w U y I 3 y a m S o g r-- o 6 }uta z U E c 69 - O = u .. ..$.O_W .'u _wa. o a r W #10x3° 410 -HT S.S w = m S.M.S. W/ 7 / 16°P1x 7 ! B° w y LONG NYLON BUSHING O W TYPICAL (BOTTOM ONLY) Z e ANCHOR SEE - CHART ON LEFT 2 2" B.O. WALL MOUNTING INSTALLATION STANDARD TRACK nP6wWjt11y P.E. Pt jJRi[B1IS1iib�tON �:Qe�G`•>i3$583+Bats a-ar-lz :a: QA.10286'3 a•..e as Boren N° w= aea"B s1. # • DF :p P>saeet BCY ¢-oar +. 4�y �LpP PGi,. BEaBBx Ba AD12-37 10. at x�$ zi � 8 OF Ifi DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART SECTION 2 6 9 (TOP) SECTION 2 (BOTTOM) DES 6N1 SHIlfTER CONCI�TE CONCRETE W000 CONCRETE CONCRETE DES�KiN SHUTTEit CONCRETE CONCRETE W000 CONCRETE CONCRETE LOAD SPAN STRUCTURE BLOCK BLOCK LOAD SPAN STRUCTURE BLOCK BLOCK ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACENG SPACING SPACOJG SPACOdG SPACOVG SPACING SPACING SPACING (6i.) (tri.) (m.l (�) (bu) TYPEA/B/ TYPE A7/87 TYPEA/B/ TYPE A7l07 �� (INCH) C/F TYPEE TYPE H/G /DtlE1 TYPECIM (P8F1 (INCH) C/F TYPEE TYPEH/G /Dt/Et iVPE Ci/F1 80' 720 72A 120 8.7 120 80' 12A t20 12A 7b 12A 78' 120 t2A +2A 7A 720 78• 72A 720 720 88 70.t EH' 120 720 t2A 6.7 88 88• t20 10.a 120 4.7 82 4D t10' 720 10 11 1 .7 ,2A 48 8.4 40 1,6• 7,8 88 ,20 4.0 88 191' 120 747 12A 4b 78 191' 113 83 120 38 6b ,32' 72A B2 t20 42 72 732 703 78 120 3.4 68 tdt' 71.7 88 ,2A 38 68 701• 88 7.t 110 32 88 Bff 720 12A ,2A 73 ,20 80' t2A 12.0 720 8A 10b 78' 720 120 12A 6.8 B.8 7S ,2A 103 120 4.8 d0 Be' 12A ta, ,20 a.8 78 88' 113 83 720 38 Bb � 7t4' +78 Bb 120 38 8.7 � 7t0' Bb 7.0 1+3 32 6b 19r nA fl1 ,zA a7 ea ten• B.o fl� 1a7 3s sz 132' +oA 7.4 118 33 88 132 82 fl1 08 0.8 W 120 72A 12A flt ,08 fi0• 720 tt.1 12A 6A a7 78• t2A t0.d 120 4.7 8.7 78• 1t8 88 120 38 fl7 60 98' itb fl4 12A 38 88 � BB' 44 7A 172 3.7 fl4 11d• B8 7., ,t.4 32 68 tt4' 78 68 B.4 48 128• a7 fld 10.4 - SA 128' 72 5.3 Bb - 42 611* zA tts ,zA b2 e.7 6P +z.o B,b +20 a3 7s 78' 120 88 120 4A 7A 78' 08 73 tib 33 17 70 8G 98 72 1tb 33 a7 70 88' 8., 40 BA 4.7 N4' 83 8.7 98 08 774' 88 fl0 fl1 38 tt8• 78 68 B.4 4.8 1,8' Bb 48 7.7 38 HO' 720 141 720 4b 78 �• tt3 83 120 38 Bb 7B' 708 78 t2A 35 8.1 78' fl7 ad ,03 6A 8° es• flB as ,02 flD BD ee• 7.t 62 BA a.t ,tt' 7.4 6b 83 43 7, 7' 41 45 73 3b BP 120 BA 120 4.1 7.1 6P 10.1 7.4 tt8 33 fle 78• 8.4 88 77.+ 3.7 fl4 78' 7.7 6.7 82 4.8 � 88• 78 b.8 B., 9.4 � EB' 83 48 7b 3A tOS 7A &t 83 4.0 t05' 6.7 02 88 33 .. ._.... .. _..�_ .'i1A _.. ... -.B.t ............120.fl7._ ..- -8.a Sr _ ... 8A . ._ fl7 10.7.. 3A.... ...�.... 78• Bb 62 10A 4.B 78' 7A fl, 83 4A ,� BB• de 6.1 62 a.0 ,W BB• fl7 42 a7 33 98• 47 48 78 - fl8 88• 6b 4A 8b - 32 48' 11b 64 12A 38 R4. d8'a97A1+2&t6.4eo• e2 es ,os 3.0 w• 7bflBas1zo7a7A62fla79t7a69a3adB7'8.04b7281•bA3.76848•98721.83348'fliB.0884.760'78a88380•487.78.7,4078'BA4b7214078•6A27686ba3 Bt• as a6 ST ,fio 48' a8 63 ,42 fl0 +W 48• 7.1 82 a4 4.7 eo• aB fli sZ a.o 80• fl7 as fl� 33 70' 68 43 88 3.4 7P 48 3b &7 TYPICAL ANCHOR SEE #10x3" 410 -HT S.S o CHART ON LE S.M.S. W17 / 16"Ox 618" MEDIUM & HAT NYLON BUSHING (TOP ONLY) T~i1 N 3 #10x2" 410 -HT o z S.S S.M.S. TYP. g o U / TOP &BOTTOM m W ❑ U o WHEEL CARRIAGE �m 00 0 NW V Om W Z Ol N o Ci Z au Z J C7 MIN. SEPARATION SEE O N O CHART G ON SHEET 6 W q E Z 7 W 0 Bi Xy Z D n c W 1x11 Z TOP 2" B.O. WALL 2 9 MOUNTING INSTALLATION o ° a U _ n s mX 7 � w U y I 3 y a m S o g r-- o 6 }uta z U E c 69 - O = u .. ..$.O_W .'u _wa. o a r W #10x3° 410 -HT S.S w = m S.M.S. W/ 7 / 16°P1x 7 ! B° w y LONG NYLON BUSHING O W TYPICAL (BOTTOM ONLY) Z e ANCHOR SEE - CHART ON LEFT 2 2" B.O. WALL MOUNTING INSTALLATION STANDARD TRACK nP6wWjt11y P.E. Pt jJRi[B1IS1iib�tON �:Qe�G`•>i3$583+Bats a-ar-lz :a: QA.10286'3 a•..e as Boren N° w= aea"B s1. # • DF :p P>saeet BCY ¢-oar +. 4�y �LpP PGi,. BEaBBx Ba AD12-37 10. at x�$ zi � 8 OF Ifi DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART SECTION 2 6 9 (TOP) SECTION 2 (BOTTOM) DES 6N1 SHIlfTER CONCI�TE CONCRETE W000 CONCRETE CONCRETE DES�KiN SHUTTEit CONCRETE CONCRETE W000 CONCRETE CONCRETE LOAD SPAN STRUCTURE BLOCK BLOCK LOAD SPAN STRUCTURE BLOCK BLOCK ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACENG SPACING SPACOJG SPACOdG SPACOVG SPACING SPACING SPACING (6i.) (tri.) (m.l (�) (bu) TYPEA/B/ TYPE A7/87 TYPEA/B/ TYPE A7l07 �� (INCH) C/F TYPEE TYPE H/G /DtlE1 TYPECIM (P8F1 (INCH) C/F TYPEE TYPEH/G /Dt/Et iVPE Ci/F1 80' 720 72A 120 8.7 120 80' 12A t20 12A 7b 12A 78' 120 t2A +2A 7A 720 78• 72A 720 720 88 70.t EH' 120 720 t2A 6.7 88 88• t20 10.a 120 4.7 82 4D t10' 720 10 11 1 .7 ,2A 48 8.4 40 1,6• 7,8 88 ,20 4.0 88 191' 120 747 12A 4b 78 191' 113 83 120 38 6b ,32' 72A B2 t20 42 72 732 703 78 120 3.4 68 tdt' 71.7 88 ,2A 38 68 701• 88 7.t 110 32 88 Bff 720 12A ,2A 73 ,20 80' t2A 12.0 720 8A 10b 78' 720 120 12A 6.8 B.8 7S ,2A 103 120 4.8 d0 Be' 12A ta, ,20 a.8 78 88' 113 83 720 38 Bb � 7t4' +78 Bb 120 38 8.7 � 7t0' Bb 7.0 1+3 32 6b 19r nA fl1 ,zA a7 ea ten• B.o fl� 1a7 3s sz 132' +oA 7.4 118 33 88 132 82 fl1 08 0.8 W 120 72A 12A flt ,08 fi0• 720 tt.1 12A 6A a7 78• t2A t0.d 120 4.7 8.7 78• 1t8 88 120 38 fl7 60 98' itb fl4 12A 38 88 � BB' 44 7A 172 3.7 fl4 11d• B8 7., ,t.4 32 68 tt4' 78 68 B.4 48 128• a7 fld 10.4 - SA 128' 72 5.3 Bb - 42 611* zA tts ,zA b2 e.7 6P +z.o B,b +20 a3 7s 78' 120 88 120 4A 7A 78' 08 73 tib 33 17 70 8G 98 72 1tb 33 a7 70 88' 8., 40 BA 4.7 N4' 83 8.7 98 08 774' 88 fl0 fl1 38 tt8• 78 68 B.4 4.8 1,8' Bb 48 7.7 38 HO' 720 141 720 4b 78 �• tt3 83 120 38 Bb 7B' 708 78 t2A 35 8.1 78' fl7 ad ,03 6A 8° es• flB as ,02 flD BD ee• 7.t 62 BA a.t ,tt' 7.4 6b 83 43 7, 7' 41 45 73 3b BP 120 BA 120 4.1 7.1 6P 10.1 7.4 tt8 33 fle 78• 8.4 88 77.+ 3.7 fl4 78' 7.7 6.7 82 4.8 � 88• 78 b.8 B., 9.4 � EB' 83 48 7b 3A tOS 7A &t 83 4.0 t05' 6.7 02 88 33 .. ._.... .. _..�_ .'i1A _.. ... -.B.t ............120.fl7._ ..- -8.a Sr _ ... 8A . ._ fl7 10.7.. 3A.... ...�.... 78• Bb 62 10A 4.B 78' 7A fl, 83 4A ,� BB• de 6.1 62 a.0 ,W BB• fl7 42 a7 33 98• 47 48 78 - fl8 88• 6b 4A 8b - 32 48' 11b 64 12A 38 R4. cn N g t, C7 Z S2 6 TYPICAL ANCHOR SEE CHART ON LEFT I 0 S DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART #10x'2" DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART MAX DESIGN LOAD BH1PAN SPAN CONCRETE ANCHOR SPACING (OL) CONCRETE ANCHOR SPACING (6L) I. SECTION 3 - 6 (TOP) CONCRETE WOOD ANCHOR ANCHOR SPACING SPACING (I2) (OL) CONCRETE BLOCK ANCHOR SPACING 01) CALOCK BLOW( ANCHOR SPACING (9L) MAIL DESIGN LOAD SECTION 3 (BOTTOM) aSPANa fxINCRETE CONCRETE CONCRETE CONCRETE CONCRETE SPAN BLOCK BLOCK ANCHOR ANCHC2 ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING (OL) (8L) (h) fm.) fm.) (PSF) (INCH) TYPEA/B TYPEC/F TYPED/E TYPEH/G SIMM TYPE Et (PSFJ (INCH) TYPEA/B TYPECIF TYPED/E TYPE Al SI/D7/ TYPE Et 40 69' 720 120 120 120 720 120 40 80' 9A 8.0 9A 8A 9A 78' 120 I. I. 113 I. 78' 9A 9.0 BA 73 79 9r 120 120 120 112 02 82 9E' 9.0 9A 9.0 89 6A 114' 120 120 120 9.4 73 75 114• 9.0 9.0 89 5.0 5.4 Iw 120 120 113 SA 73 7.1 720' 9.0 9.0 8.4 49 6.1 137 120 120 10.7 8.1 6.7 6.4 132' 9.0 9.0 7.7 43 4.0 141' 179 120 70.0 79 6.2 6A 141' 89 9.0 72 4.0 4.4 80' 120 120 720 720 119 tt.4 80 SD' BA 9.0 BA 75 82 78' 120 120 120 11.1 92 82 78' BA 9.0 0.0 69 E3 96' 120 120 119 9A 7.4 72 98' &0 9.0 8,4 49 &1 tt4'719 120 70A 79 83 BA 174' &6 9.0 7.1 4A 43 721' 773 720 98 72 6.0 6.7 120' 82 9.0 6.7 33 4.1 132 103 120 85 Bb &4 62 13Y 7.8 &0 &t 35 3.7 SD 60' 120 1211 120 120 10.0 B.8 ED w eA 9.0 9.0 &3 89 78' 720 120 120 93 7.7 7.4 78' 9.0 &0 89 49 62 96' 119 120 9.9 7.6 63 6.0 98' 8.7 9.0 7.0 4.0 43 tt4' 10.0 In 6.4 83 63 &1 Ile 73 9.0 69 33 35 128' 9.0 120 79 6.7 49 49 128' 6.6 8.4 6A 3.0 32 70 ar 12.0 120 12.0 7D3 BA 83 70 BD' 9.0 9.0 9.0 S.4 fi.8 78' 120 120 105 8.0 6.7 EA 78' 9.0 9.0 7.4 42 43 BB' 102 12.0 85 Bb 5.4 62 98' 7.4 8.0 BA 3.4 3.1 Ile 89 11.8 72 5.4 4.6 4A 114' 03 79 &1 3.1 118' 82 11A 69 62 4.4 42 ttE' 0.0 79 49 so w 120 12.0 120 8.1 75 73 SP 9.0 9.0 1 8.4 4.8 1 &1 78' 11.0 120 92 7.0 BA !L8SD 78' 8.0 8.0 65 3.7 39 98' 8.D 12.0 75 6.7 49 45 98' 6.F 83 63 32 111' 79 103 85 49 4.1 39 111- 6.8 7.1 45 9D EO' In 120 t&7 8.1 6.8 e.6 90 SO' 9.0 9.0 78 42 45 78' 99 120 82 62 62 5.0 78 7.1 8.0 S9 33 38 96' BA 11.1 6.7 5.0 42 4.0 SB' 6.8 73 4.7 106' 73 10.1 6.1 45 39 3.7 10S 63 0.7 4.3 ._ _...__.. too ..80' ...115 .._ -120 _.. _ _ &7. _.. .... 7.3 6.1 _.. &a 1w 60'.... _.... 8.3 ...8.0 .8.7 _ .. 38 . 4.1.. 78' 89 120 7.4 &6 4.7 4.8 78' 6.4 &1 62 &1 e6' 72 Mo BA 45 39 3.6 W.62 6.6 42 89' 7A 9.7 69 4A 3.7 35 98' 6.1 6.4 4.1 720 48' 120 12.0 10.1 7.6 SA 8.1 ' 720 48' 8.7 8.0 7.0 4.0 43 60' 99 120 &1 &1 &1 4.9 80 7A 89 6.6 32 3.4 78' 7.4 103 62 4.7 39 3,8 78' 63 89 43 97' 6A 85 83 4.0 3.4 32 Bt' 45 69 &7 140 48' 103 120 &7 63 63 62 140 48' 7A 8.0 u &4 3.7 6C 83 11.6 89 62 4.4 42 80' 6.0 79 49 78' 6.4 83 63 4A 3.4 3.2 78' 49 8.8 &7 BP &1 85 6.1 39 33 &1 87' 4.4 65 39 160 48' 1*1 129 79 &7 49 4A 760 4s' BA 83 63 32 60' 73 101 6.1 49 M 27 or 62 85 a2 70' 0.1 85 6.1 39 33 &1 70• 4.4 6.6 35 cn N g t, C7 Z S2 6 TYPICAL ANCHOR SEE CHART ON LEFT I 0 S `i ILI #10x'2" 410 -HT m Z M o Lu $� SS.M.S. SSS' M , S ,TYP. 3/16"0 RIVETS @ 5 EQ. EO. w 6' O.C. FRONT & WHEEL CARRIAGE O >. 1 TOP & BOTTOM ( i .. ... .... .. _.. .. ........ _... _......_y ..... ... __ _. _ ...._.... _. _ _ = L - Q CONCRETE o #10x3.410 FIT S.S TYPICALANCHOR< w c S.M.S. W/ 7 / 16"0x 5 / Ir 55 MIN. Z a � n MEDIUM & HAT NYLON FLOOR TO CEILING MOUNTING INSTALLATION 3 N P BUSHING (TOP ONLY) Z �m z 0 MIN. SEPARATION SEE Zf a W 0 a 111 Z Z0 CHART G ON SHEET 5 7 TOP CEILING MOUNTING K w Z Z �m 3 4 5 6 INSTALLATION m CO i .N_,j 7 X u� #10x3"410 -HT S.S ms S.M.S. W/ 7 / 16"Ox 7 / 8° I I LONG NYLON BUSHING (BOTTOM ONLY) `i ILI O� Lu Q C) m Z M o Lu $� 3/16"0 RIVETS @ 5 EQ. EO. w 6' O.C. FRONT & O >. BACK 9 z .. ... .... .. _.. .. ........ _... _......_y ..... ... __ _. _ ...._.... _. _ _ = w LL i .� Q CONCRETE z cn TYPICALANCHOR< w G) # SEE CHART ON LEFT 55 MIN. Z a � EDGE DIST. CD FLOOR TO CEILING MOUNTING INSTALLATION 3 STANDARD TRACK YIP tt i11WA5*1� P.E. ,L9RiI�1Pi�I51 iO�ION Q`•• to :a: :GAt�62867�*, oY ; z: 4 0:2 .m 272M D649 T47. AD12-37 7 OF 15 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN MAX LOAD SECTION 4 (BOTTOM) SHUTTER CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE SPAN BLOCK BLOCK ANCHOR ANCHOR ANCHORANCHOR ANCHOR SPACING SPACNO SPACING SPACING SPACING (Io.) t r.) (�) DEE&N LOAD SECTION 5 (BOTTOM) SHUTTER CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE SPAN BLOCK BLOCK ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING 0") (h) M.) (PSP) {NCH) TYPEA/B TYPEC/F TYPED/E TYPE A' TYPE E7 (PSF) (INCH) TYPEA)B TYPEC/F TYPED/E BEpl/ TYPE E7 40 60" 120 120 120 120 720 40 80' 7.7 7.7 73 7.7 7.7 76• 120 120 1 120 720 120 78• 7.7 7.7 72 7.7 7.7 96' 120 120 120 120 109 98' 7.7 7.7 7.7 7.7 7.7 174• 120 120 120 10.6 9.1 114• 7.7 7.7 7.7 7.7 7.7 120' 120 120 120 99 &7 120• 7.7 7.7 73 7.7 7.7 13Z 120 120 120 9.0 79 182 7.7 7.7 7.7 7.7 7.7 141' 128 120 120 6.8 7.4 141• 1 7.7 1 7.7 7.7 7.7 7.7 Go 6P Ito Ito 120 120 72o Go or 7.7 7.7 7.7 7.7 7.7 78• 120 120 120 120 10.7 76' 7.7 7.7 7.7 7.7 7.7 96' 129 12o 120 9.9 &7 w 7.7 7.7 7.7 7.7 7.7 114• 120 120 120 &4 7.3 114• 7A 7.7 7.7 7.7 7.7 120• 120 12o 119 79 79 120• 7.7 7.7 7.7 7.7 7.8 132• 120 120 63 132* 7.7 7.7 7.7 7.7 6.8 p SO' 120 120 120 80 60" 7.7 7.7 7.7 7.7 7.7 78' t20 120 t20 76' 7.7 7.7 7.7 7.7 7.7 96' 129 120 119 88' 7.7 7.7 7.7 7.7 7.7 Z12.4 11m 120 720 109 114• 7.7 7.7 7.7 7.7 6.8 126• 120 120 9.1 126• 73 73 7.7 7.1Sr 70 120 120 120 70 60' 7.7 7.7 7.7 7.7 7.7 7B' 120 720 120 78• 7.7 73 7.7 7.7 7.7 96' 120 120 720 10.6 102 96' 7.7 73 7.7 7.7 6.7 114• 129 120 120 8.8 6.6 114• 7.7 7.7 7.7 &7 6.6 116' 120 720 120 8.6 82 118• 7.7 7.7 7.7 8.4 6.4 go Go. 120 72o 120 120 120 � 60' 7.7 7.7 7.7 7.7 77 78' 120 120 120 17.4 179 78• 7.7 7.7 7.7 7.7 72 or 120 120 120 9.3 89 80• 7.7 7.7 7.7 79 &B 117• 120 120 120 &0 7.7 7.7 7.7 7.7 69 &0 6P 120 t20 129 120 720 7.7 7.7 7.7 7.7 7.7 79' 120 Ito 120 102 u 7.7 7.7 7.7 79 6.4 9C 120 120 120 83 79 7.7 7.7 7.7 62 62 106• 120 720 129 79 73 7.7 7.7 7.7 &7 1-Irl'.7 4.7 -- 1w - 86` - - -126 - 120 -... 120 - _. 111.9 - - -it:a .. -7.7 1407.7 . 7.7 - - .7.7 -... 7.7. TV 120 120 720 &1 68 7.7 7.7 7.7 69 63 S6' 720 120 119 74 7.7 7.7 7.7 &S 4.6 98' 120 72.0 11.6 72 fig 7.7 79 5,4 4.6- .848' 4r 120F12,00 129 720 119 46• 7.7 7.7 7.7 7.7 7.7 6P 129 129 99 9b 60" 7.7 73 7.7 7.4 62720 120 120 7.6 73 78' 7.7 7.7 7.7 &7 4991• 120 10.4 S.8 89 81• 7.7 7.7 68 49 4.146" 120 120 709 162 74078' 46' 7.7 7.7 73 7.7 6.7 So' 120 120 8.6 62 w 7.7 7.7 73 &4 63140 78' 120 1&4 B.8 63 7.7 7.7 6.8 49 4.1 87' 120 Imo 6.3 69 S7' 79 7.7 69 43 39 7W 48• 120 120 120 9.3 89 160 48' 7.7 7.7 7.7 79 69 So" 120 720 111.8 7.4 7.7 SO• 7.7 7.7 7.7 &a 49 M 119 12.0 10.0 83 B9 70' 79 7.7 U 4.7 39 MIN. SEPARATION SEE CHART G ON SHEET 5 #10x3"410 -HT S.S. I S.M.S. W/ 7/16"0x 7/8" N LONG NYLON BUSHING g (BOTTOM ONLY) C7 Z 5 Cl 4 X� 3/16'0 RN 0? 3/16"0 RIVETS o O`er Z @ 1Y O.C. @ 12" O.C. o M $ 11 d CONCRETE 11 a TYPICAL ANCHOR 0500, SEE CHART ON LEFT MIN. EDGE DIST. 4 ADJUSTABLE FLOOR MOUNTING STANDARD TRACK MIN. SEPARATION SEE CHART G ON SHEET 5 n #10x2" 410 -HT S.S g S.M.S. W/ 7/16'Ox S/8" O LONG NYLON BUSHING 0 0 0 XF (BOTTOM ONLY) Z W y? m m 4 TYPICAL ANCHOR SEE CHART ON LEFT WALKOVER MOUNTING 5 STANDARDTRACK 0 I I `IDRI{y1Pj%ISI Q��? irbti�"�9B37�' :sr:QAVII . vN° 0 ZEE m z \ 9 U d = Lu u z .. a S p o EQ. ZLu ti Lu _ >$ CONCRETE m n MIN. Cw7 Z Lu 0 EDGE DIST. YIP(*r1HWAAI,�j P.E. Ail&N I I `IDRI{y1Pj%ISI Q��? irbti�"�9B37�' :sr:QAVII . vN° 0A1E s -n-12 se4tc u wrty ; p. PItl79.R KCY iz-04Y P LOP,P /4i '�. FFssloNlo`` �•onu,nna DIG14m0 K0. AD12-37 m 27 02 SOF 18 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART MAX DESIGN LOAD 8 R SPAN CONCRETE ANCHOR SPACING NL) CONCRETE ANCHOR SPACING (h) SECTION 8 (BOTTOM) WOOD CONCRETEO ANCHOR ANCHOR SPACING SPACING (6L) (6L) �� ANCHOR SPACING (N.) ALUM 803-76 ANCHOR SPACING (Irl) (PSP) I (INCH) TYPEA/B/C F TYPE TYPEHIG TYPE Al 11311 DI f Ei TYPE Ct/Ft 1W TENTS 60' 9.0 9.0 9A 9.0 9.0 9A z� 76' 9.0 eA &D 7.6 9.0 9.0 9G 9.0 9.0 9A a1 8.0 8.0 40 114' 9.0 9A BA 62 9.0 9.0 12(' 9.0 eA 9A 4.9 as &0 132 9.0 Lo 8A 4.5 7.8 9.0 S.M.S. W/ 7 / 16"Ox 7 / 8- 'y 141' 9A " BA 42 7.3 8.0 Lo 80' ex 9.0 8.0 7.9 9.0 8.0 78' 9.0 BA 9.0 8A 9.0 9.0 w 9.0 BA 9.0 4.9 6.6 9.0 53 114' 9.0 9A BA 4.1 72 9.0 120' 9.0 &7 eA 3.9 6.6 9.0 132 9.0 7A ao a6 62 &S 60' 8.0 40 eA 6.6 9.0 9.0 78' BA 9.0 eA 60 8b 9.0 W 96' 9.0 9A 9.0 4.1 7.1 8A / 771 9.0 7.6 9.0 a4 eA - 126' 9.0 BA 1 9.0 3.1 6.4 7.7 TYPICAL ANCHOR SCREW SEE CHART TYPICAL ANC�O�RW / FOR SPACING ST 9.0 9.0 9.0 5.6 9.0 e ON LEFT 78' 9.0 9.0 BA 4.3 7.5 9.0 70 96' 9.0 7.8 9.0 3.6 6.1 &7 g 114' B.B 6.6 9.0 6.1 7.3 118' Sb 8.3 8A 4.9 7.0 m S Or 9.0 9.0 eA 4.8 8.5 0.0 78' 9.0 844 9.0 3,6 6.6 9.0 80 96' 9.0 6.8 &o at 6.3 7.6 111' 8.0 69 e.0 - 4.6 7.0 w U SO' 8.0 9.0 8A 4.4 7.6 9.0 m 78' 9.0 7A 9.0 3.4 6.8 8.8 90 86' 82 6.1 &0 4.7 6.8 U)Z m Iw 7.5 6.5 a9 4.3 62 0 n ...l1r.... _. - _88 _..._.. -67. .. ...._.... -9A ... � .. _ .. ....6;8..... _ . _.... &0.. . 7e 9.o a7 9A a0 6a 7.8 100 86' 7.4 &4 S.8 - 4.3 &1 ? $ g 99' 72 63 95 - 4.1 6.8 z 46' 8.0 9A 9.0 4.1 7.1 9A IInn 0 Ill N 2 60' 8.0 7.3 8.0 38 6.7 &1 120 78' 7.6 &6 9A 4.4 82 Z u (n W 91' u 4.8 7.7 3.8 5.3 48' 9.0 7.8 BA 3.6 &7 8.7 SDI a4 62 eA 4.9 a9 140 78' 6.5 4.8 7.7 3.8 6.3 81' 62 4.6 7.4 3.8 ' at i74tE 4-tn-73 42 9.0 6.8 9.0 3.1 fib 7.6 160 e0' 7A &4 ae 4.3 &1 70' 62 4.6 7.4 3.6 &1 MIN. SEPARATION SEE 0 CHART G ON SHEET 5 1 z� 1 � o g � z 0 Z #10x3"410 -HT S.S S.M.S. W/ 7 / 16"Ox 7 / 8- 'y Lo LONG NYLON BUSHING V a w (BOTTOM ONLY) e oN v N � C 'r r-- C5 tj n w 1 Eto 2 r s z p EQ. i a6 W SUB Z I- w / Q , N WZ E 0 1/4'0 x 3/4" TEK 'p 0 2m ° `m TYPICAL ANCHOR SCREW SEE CHART TYPICAL ANC�O�RW / FOR SPACING 1" MIN. SEE CHART ON LEFT } 6 c 12 y g B.O. WALL MOUNTING INSTALLATION m S 8 STANDARD TRACK MIN. SEPARATION SEE w U / CHART G ON SHEET 5 1 Q m 1 ran a m W U)Z m 0 n O #10x3°410 -HT S.S .M.S. W/_71.16"Pix,ZL8" LONG NYLON BUSHING ? $ g (BOTTOM ONLY) g z 6 IInn 0 Ill N 2 v o C Z u (n W W p Q CONCRETE TYPICAL ANCHOR FL(J 1$1N4�YIION @ 12" O.0 PER 4 TESTED SPACING ' o i74tE 4-tn-73 MIN. EDGE DIST. ' 1 OF 'z` P��' ■e7 u-667 TRENCH MOUNTING INSTALLATION A P.•' ��`• `' y1F.F oNPe'" 1)lu1IQ1G 110. AD12-37 STANDARD TRACK =27m 8 OF ]b DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART S.S. 1' MIN. DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART SEE CHABOLTS DESIGN LOAD SHUTTER SPAN CONCRETE SECTION 7 & 8 (TOP) CONCRETE WOOD CONCRETE BLOCK CONCRETE BLOCK DESIGN LOAD SHUTTER SPAN CONCRETE CONCRETE SECTION 7 (BOTTOM) WOOD CONCRETE CONCRETE BLOCK BLOCK ALUM. 608376 ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING (b,)(M.) (1-) (In.) (hl) ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING (I-) (K) (h) (1-) (61.) ANCHOR SPACING (hL) (PSF) INCH) TYPE A/B /C/F TYPEE TYPE Ai/ TYPEH/G B1/D1/Et TYPEC/ Fi (PSF) BNCH) TYPEA/B /CIF TYPEE TYPE At/ TYPEH/G Bt1D1/Ei TYPECl/ fl 74•TENS 40 ST 9.0 9.0 9A 9.0 9.0 40 8P 9.0 9.0 BA 0.0 9.0 9.0 70' 8A 9.0 9.0 8.6 9.0 78' 9.0 BA 9.0 72 9.0 9.0 96' 8A 910 2.0 7.0 8A 96' . 9.0 9A 9.0 69 9.0 9.0 114' 9A 8.0 9.0 69 9.0 t14• 9A 9.0 8A 49 8b 9.0 120• &0 9.0 9A 59 9A 720' 9A 9.0 9A 4.7 8.1 9A 132' 9A 9.0 9A &1 -83 t32' 9A &0 9A 42 7.4 89 141• 9A 9A 9.0 4.7 82 147• BA 89 9.0 4.0 BA 83 80 BP 9.0 9.0 9.0 89 9.0 60' BA 9.0 9.0 7.6 9.0 9.0 78' 9.0 9.0 9.0 S.e 9.0 78' 9.0 9.0 99 5.8 9.0 9.0 86' 8A 9.0 9A 59 9A 96• 8D 9.0 9A 4.7 8.1 9.0 114' 9.0 9.D 9A 4.7 82 114. BA 8.7 9.0 &9 89 B2 12P 9.0 9.0 9.0 4.5 7.7 120- 9.0 8.3 9.0 3.7 8.5 78 132' 9A 9.0 9.0 4.1 7.0 132 9.0 7.5 9.0 3A 59 7.1 60 BD' 9.0 9.0 8.0 7.4 9.0 60 00' 9A 9.0 9.0 62 9.0 9.0 78' 9.0 9.0 9.0 &7 9.0 78' 9.0 9A 9.0 4.8 B.3 9.0 96' 9.0 910 9.0 49 &/ 9&' 9.0 86 9.0 39 6.8 82 114' 9.0 8.7 9.0 _ 39 S9 714• 9.0 7,3 9.0 33 5.7 BA 125' 9A 73 9.0 3.5 6.1 128' 89 8b 9.0 62 62 70 8P BA 9.0 8.0 6.4 9.0 70 60• BA 9.0 9.0 63 9.0 9.0 78' 9.0 9.0 9.0 49 8.5 TB' 9.0 9.0 9.0 4.1 7.1 8.6 96' 9.0 83 BA 4.0 69 95' BA 7.4 9.0 33 53 7.0 114' 9.0 7.4 BA 3.4 SA 114• 8.6 62 9.0 4.9 59 178- 9.0 7.1 9.0 32 5.6 118- &1 6.0 9.0 4.7 59 BP 9.0 910 9.0 69 9.0 80 80' BA 110 9.0 4.7 &1 BA 78• 9.0 94 9.0 43 7.6 82 78' 0.0, 8.0 9.0 3.5so 73 9S' BA 1.7 9A 9b .1 98' 89 6.6 eA &t &t 111- 9.0 63 9.0 3.0 52 111• 7.6 59 9.0 4.4 6.3 SP 9.0 9.0 BA 6A Bb w 9.0 9.0 9.0 42 72 8.7 78'9A 8b 9A 38 69 7S 9A 7.1 9A3.2 6.8 6.7 8S 9A 69 9.0 3.1 5A 96' 79 63 9.0 - 4.5 5.4 Iw 8b 83 99 - 49 106' 7.1 53 &S 4.1 5.0 .._ 100 _. 6D'... _9A._._ _... BA_ ....BD.. 415 _. -77 _ _. .... IOD96' ---60'_. ._...-9A- - e.6 9.0--.. 3.7_ _ 6.6 .79 78' 9A 7.6 9.0 &4 6.0 78' 8.6 6A 9.D 5.0 6.0 96' &4 62 9A 4.8 7.0 62 83 4.1 49 99' &t 8.0 BA - 4.7 88- Bb 5.0 &1 - 39 4.7 120 48' 8.0 9.0 9A 4.6 &1 720 48' U &6 B.0 39 6.8 82 8P BA 112 0.0 3.7 6.5 SP 9A 89 9A &1 8.4 eb 76' 8b 63 9.0 6A 78' 72 63 Bb 42 B.0 81• 7.4 5,4 8.7 43 91' u 4.6 73 39 43 140 48' BA 89 9.0 4.0 B8 140 48' 7A BA 33 59 7A w 8A 7.1 9A 32 fig 60' 59 BA 49 88 78' 7.4 &4 &7 43 'Ar 4.0 73 39 4381' 7.1 52 SA 4.1 BP 4.4 7d &4 M62 4.1 160 4B' 8A 7.7 9A 3b &1 150 48' e.6 BA 6.1 &1 60' &4 62 9A 49 80'52 83 4.1 4970' 7.7 62 BA 4.1 70' 4.4 7D 3.4 4.7 TYPICAL ANVHOR114'0.20x314' S.S. 1' MIN. SEE CHABOLTS W/ NUT & WASHER (� 8' O.C. EO. EO. C #10x2'410•HTS.S .M.S. TYP.TOP & BOTTOM WHEEL CARRIAGE 1 #10x3' 410 -HT S.S o S.M.S. W/ 7 / 16'0x 5 / 8' MEDIUM & HAT NYLON BUSHING (TOP ONLY) O y aN 0 O z MIN. SEPARATION SEE CHART G ON SHEET 5 W B.O. WALL MOUNTING INSTALLATION 7STANDARD TRACK #10x2' 4104HT S.S S.M.S. W/ 7/16'0x 716' MEDIUM NYLON BUSHING (BOTTOM ONLY) U E C7 n'' � 3116°0 RIVETS Q `! � o �,( 5 6' O.C. FRONT & O..NU _. _.._ �___. ....._ __ __. _. __ .......... ... .. __.. __ O1/4'0 x 314' TEK TYPICAL ANCHOR SCREW SEE CHART SEE CHARLT.1 EFT // \ FOR SPACING 1' MIN. 7 B.O. WALL MOUNTING INSTALLATION STANDARD TRACK DESIGN LOADVS SPAN AND ANCHOR SPACING CHART 5 SECTION 9 (BOTTOM) z Z 1/4"0 x 3/4" TEK SCREW @ 4" O.C. TYPICAL ANCHOR SEE CHART ON LEFT CON(iRETE 00�00�� a4 �0000�0 0000000 0000000 �000�0� mmmomao m®ommam 000�0�0 �OOOmm� OO�Om�O ' mmommao moo■ame© ®m®mmam 000000 �o0om®0 O®0000 0000000 0mmomaa OOOO�mO momomam 0000000 mmmmmaa mommaaa o®mmoam ©O�OOm�O ®�o�aae 00000® ommomao ' omm0aao mmomaao ®oomoma© ommmaaa ommmaoe ommmmao ®0000000 mmmmoao ma®oaao ommmeao ®0000000 oa®macro maomaeo ®ommmmao o®omaao oaomaao MIN. SEPARATION SEE CHART G ON SHEET 5 cn 5 c� z Z 1/4"0 x 3/4" TEK SCREW @ 4" O.C. TYPICAL ANCHOR SEE CHART ON LEFT CON(iRETE a4 a � I a #1 Ox3" 41 G4 - T S.S S.M.S. W/ 7 / 16"Ox 7 / 6" LONG NYLON BUSHING (BOTTOM ONLY) 9 2" B.O. WALL MOUNTING INSTALLATION STANDARD TRACK DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART OESIGNMAx LOAD SHUTTE R SECTION 10 (TOP) WOOD AWIAINUM STRUCTURE PLATE 5/1B 1/P TENS ULTPACON MAX DESIGN ESIG LOAD F ° SECTION 10 (BOTTOM) SHUTTER CONCRETE CONCRETE WOW CONCRETE CONCRETE SPAN STRUCTURE BLOCK BLOCK - TPEA/B/C!TYPE All B1/ F TYPEE TYPEH/G OWEI TYPECIM ALUM. TUBE 6083 -TS i/4•x3Ai•9ELF DRILL SCREN• ( ) (INC>♦) ANCHOR SPACING (01.) ANCHOR SPACING (6l) (PSFl fON('4'0 ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING (N.) SPACING (TA) SPACING (b.) SPACING (6L1 SPACING (TR) SPACING (b.) 40 Sr 10.0 120 40 a-9.0 9.0 9.0 90 9A 9A 78- 18A 120 78- 9.0 9.0 9.0 B8 90 9.0 90• 180 120 90• 9.0 9.0 9.0 59 9A 7.6 114- 18D 120 114• B.0 9.0 9A 9.7 -B2 8.4 120• 1" 120 12P 9.0 9.0 9.0 45 7.6 S.1 132 ISA 120 137 90 9A 9.0 4.1 7.1 9.6 V IBA 120 141• 9.0 ILB 9.0 39 6.7 52 _.... 60 80• I60 120 ._... 80• 9.0 9A 9.0 72 94 90 78• 164 120 78• 0.0 90 9.0 55 9.0 75 .....�..... .. ..,�....... .. .120 .. �...... .._.._.. 90... _.__....._ 94... &0. .. .. -_4=8..._. ... 7..._. &1.. .... n4• 18.0 120 Iw 94 8.4 9.0 39 BA 5.1 t20' NBA 120 127 9.0 80 9.0 3.6 03 49 132 18.0 120 132 9.0 7.3 9.0 33 87 A4 60 60- 180 120 6o eP 9A 90 9.0 00 9.0 8.1 78' 18A 120 78- 9.0 9A 9.0 49 80 82 98- 16.0 120 96• 9.0 &3 9.0 39 65 5A 114• 18A 11.7 114- 9.0 7.0 9.0 32 55 42 128• 1" 10.6 126• B9 6.3 90 - 5.0 39 70 sr 76.0 120 70 60• 9.0 9.0 9.0 52 8.9 8.8 78- 1" 12.0 78- 9.0 89 9A 4.0 8.9 63 96- 1" 119 96- 9A 7.1 9.0 32 546 6,3 i1B 18.0 10.1 114• 8.1 6.0 9.0 4.7 3.e 118• 100 9.7 118• 79 55 9.0 44 35 so 16.0 12.0 60 o0• 9.0 90 9.0 4.5 75 8.1 100 120 78' 8.0 7.7 90 3.5 BA 4.7 180 10.5 90• 85 62 9A - 49 3.81&0 9.t 111• 7.3 6.4 8.7 42 33160 9D RM 120 so 80• 9.0 89 9.0 40 7A 5.4 184 11A 7$ 9.0 69 9.0 3.1 5.4 4.1 16.0 9.4 88- 75 5A 89 - 43 3.4 16.0 e.o _ tOS 89 S.1 B2-_ - 4.0. _ _ _ 3.1 Im w 180 120 700 SO' 9.0 8.0 9.0 39 - 03 49 78- IBA 103 78• 83 &I ILO 49 3.7 98• 18.0 8.8 96' S9 SA 8.0 39 30 98' IS0 B2 99' S.o 49 7.8 39 120 487 180 120 120 48• 9.0 63 9.0 39 BS 5A 80' 180 11.1 80- 9.0 67 9A 30 62 40 78• 164 8.7 78- 89 5.t 82 4.0 3.1 er 180 79 9t• BA 4.4 l:t 24 140 4B' 16.0 119 140 48' S.0 7.1 9.0 32 59 43 80- 184 9.6 Sr 7.7 5.7 90 45 38 78' 180 70 78' 6.0 4A 7.1 3.6 81- 164 13 81• 5.7 42 89 3.3 - 150 48' 180 10.541F IW 85 B2 9A - 49 3.8 80• 184 65 1. 83 5.0 6.0 39 30 70• 1" 72 70• 5.7 4? 8.8 3.3 (3) 5116" 0 ULTRACON Wl 1-1/2" MIN. EMBED INTO WOOD STRUCTURE, SEE CHART ON LEFT FOR SPACING 1/8'x4' ALUMINUM--\ PLATE CONT. 6063-T6i WHEEL CARRIAGE J #10x3" 410 HT S.S S.M.S. W/ 7116"Ox 518" MEDIUM & HAT NYLON N ....----- BUSHING -(TOP ONLY) Z II F- mR 11 MIN. SEPARATION SEE W CHART G ON SHEET 5 114' TEKS SEE CHART ON LEFT o FOR SPACING 1/ MI w c D w z in W c #10x2" 4104HT U m S.S S.M.S. TYP. �m 1 TOP &BOTTOM p iO m PP NiO o4 c p V omW Z to 7r U z aw s Q IL WZ E W Z U m G 7 Z z >m m xg } 0 N C m`s z r 91 2 W z F ° o z �U� rn K G) W TYPICAL"AN ' O _ ._. .a__ .... °T _� o #10x3' 410-HS.S _.... _ . .°. _. _ _ ' S.M.S. W/ 7116PJx 7 / 8 k ¢ SEE CHART n N / LONG NYLON BUSHING o m (BOTTOM ONLY) Z in n G 114"0 x 3/4" TEK C7 6 G) 2X1X1/8' OR 2x2X118" SCREW SEE CHART `• W a ALUMINUM TUBE CONT.Z FOR SPACING rn UU O �nCEILING TO WALL MOUNTING INSTALLATION NDARD TRACK YIP'WM4 P.E �Q .IS? ON ` L.I rt * 92811 • 5 9At8 h�-38 wars 4s NereO G4 •2: F c : Q ` vm11><r ucY 1z -o67 .."'Essio�,.`� AD12-37 Innen TYPICAL ANCHOR SEE CHART ON LEFT WHEEL CARRIAG5-� #1OX3' 4104HT S.S-SMS. W/7116'0x su s' MEDIUM & HAT NYLON BUSHING (SEE PAGE 1) MIN. DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAM AND ANCHOR SPACING CHART MAX SECTION 11 (TOP) MAX DESIGN SHUrrER SECTION 11 (BOTTOM) CONCRETE f�fE BLOCK GDNOREiE CANCRETE OONORE7E OONB OOCKLOAD S SPAN CONCRETE CONCRETE CONCRETE MOO C NORB BLOCK TYPEAlS 7YPEC/F TYPED/E TYPEH/G BED'' TYPE E7 TYPE A/S TPEC/F TYPED/E B�1/C9/ TYPE Et 0109 (INCH) ANCHOR SPACING (5,.) ANCHOR SPACING (N.) ANCHOR SPACING (m.) ANCHOR SPACING (IR) ANCHOR SPACING (III ANCHOR SPACING (6e) I (PSF) (INCH) ANCHOR SPACING (51.) ANCHOR SPACING (m.) ANCHOR SPACING ()n) ANCHOR SPACING (M.) ANCHOR SPACING (b.) 40 BP 120 1Z0 120 120 120 120 40 W 120 120 120 120 120 78' 12.0 120 120 120 11.7 112 78• 120 12'.0 120 120 120 96' 120 120 120 113 95 9.1 98• 120 120 120 120 115 114' 120 120 120 9.8 u 7.6 114' 120 120 120 11.4 9.7 120' 120 120 120 8.1 7.8 73 120' 124 120 120 10.8 92 132' 120 120 10.9 82 69 8A 132* 120 12.0 120 99 83 141' i2A 120 102 7.7 85 62 141' 120 120 120 92 7A 80' 120 1Z0 120 120 120 11.7 ....... ST 120 12.0 120 120 120 76' 124 120 120 tt2 0.6 9.0 78' 120 12o 124 120 113 96'... ...12.0... ....120_... . ..124...._,... 9.1 7.7.. . _._. 73... ..98'._...._..1244..... __.120_ ......120... _..104....... _.-92-4_444 lie 120 12o 102 7.7 85 &Z 114' 120 120 120 &1 7.7 127 11.6 120 9.7 73 82 59 120' 120 120 120 &7 73 13T 105 120 S4 6.6 69 5.3 132* 120 12.0 11.1 79 &7 60 W' 120 120 124 120 10.4 99 60 80' 124 tZo 120 124 120 78' 120 129 120 9.4 89 79 78' 720 129 120 120 120 98' 124 124 10.2 7.6 89 92 96' 120 120 120 120 120 114' 102 120 84 6.4 55 S2 114' 120 120 120 1t9 114 128' 93 1Z0 7A 5.6 S.0 a7 12V 120 120 124 104 99 70 120 120 124 105 9A 85 70 60' 120 120 120 120 120 12.0 124 105 8.1 8.9 S5 78' 120 120 120 120 120 105 120 8A 65 5.6 53 98• 170 120 120 120 112 &6 120 7.4 95 4.7 45 114' 720 120 120 102 9.a Ilie &4 115 7.1 93 45 4.3 118' 120 120 120 99 94 80 120 1Z0 120 92 79 75 so 80' 174 120 120 120 120 113 120 95 7.1 &1 A7 78' 120 120 120 12.0 120 92 120 7.7 5.7 49 4.7 Sr 120 120 120 10.8 89 111' 79 11.1 &7 8.0 43 4.0 117 120 720 120 92 85 90 80' 12.0 120 114 82 7.1 69 80 80' 120 120 120 120 720 78' 10.1 120 85 63 SA &1 78' 120 120 120 115 10.7 98' 82 11.4 89 5.1 4.4 42 98' 124 120 129 9.4 &7 106' 75 toy 63 4.7 4.0 3.8 108' 120 120 12.0 8.8 &0 100 6P 113 120 9.9 7.4 6.4 84 100 80' 120 120 120 120 120 78' 21 120 7.6 5.7 49 45 78' 129 120 120 10.4 95 96' 7.4 10.3 82 a5 ao &7 98• 120 720 120 85 79 99' 72 10.0 6.0 45 39 3.6 99' 120 120 120 82 7.9 120 48' 124 120 10.4 7.7 6.7 8.3 120 48' 124 tZo 124 120 1Z0 60' 88 129 S3 8.1 63 5-0 SP 120 124 120 113 70.4 78' 7.6 1" &4 4.7 4.1 3.9 78' 12.0 1Z0 120 8.7 8A 91' 85 9.1 95 4.1 35 1 33 M. 120 120 11.4 15 8.9 140 48' 109 120 6.9 85 5.7 S.4 t40 120 tEA 120 120 112 60' &.6119 71 53 49 a3 120 124 120 9.7 89 78' 65 9.1 55 4.1 3A 3.3 120 720 11A 75 1411E 8.9 61'&3 89 63 39 3.4 3.2 120 120 M. 72 BA 160 48• 93 120 7A SA SA 4.7 16D 48' 120 120 120 109 '&8 60' 7.4 10.4 6.3 45 4.0 39 60' 12.0 120 120 65 75 70' 83 &a 53 39 3.4 32 70' 124 120 119 72 69 1B0 48' S.3 114 7.0 &t 45 a2 180 48' 120 120 129 9.4 &7 .S. 83 8A S3 19 &4 32 83' 17.0 120 114 72 200 48' 7.4 10.4 &3 4.8 4.0 &e 200 48 120 1Z0 120 65 79 57' 83 SA 93 39 3.4 32 57" 120 120 10.9 7.1 8b TYPICAL ANCHOR SEE CHART ON LEFT WHEEL CARRIAG5-� #1OX3' 4104HT S.S-SMS. W/7116'0x su s' MEDIUM & HAT NYLON BUSHING (SEE PAGE 1) MIN. EDGE DIST, jII &10X2' 410.HT S.S S.M.S. J 15 TYR TOP & BOTTOM zd L+ SEPARATIONS FI I I SRT G ON SHINS I I Q d rm 3/1676 RIVETS @ 12' _0.¢,. FRONTA BACK. TYPICAL ANCHOR #10X3 410 -HT S.S O 3 SEE CHART ON LEFT S.M.S. W/ 7 / 16'EX 718' LONG NYLON BUSHING (BOTTOM ONLY) 11 FLOOR TO CEILING MOUNTING INSTALLATION HEAVY DUTY TRACK YIP wA0'q P.I- `LHRII$IISliA7{}tON jy`v0 gt�92867. •. 1 N m= Op P^ A FM pP:�y��: SS to'yp NO 2'7 Zug AD12-37 L3 OF ]8 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART OESAX LOAD d [ e4 W SECTION 12 (TOP) 0 IES ON LOAD AD12-37 SECTION 12 (BOTTOM) v SHUTTER CONCRETE CONCRETE W000 CONCRETE CONCRETE. 3P11N BLOCK BLOCK ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING (Bu) (in.) (9t) (in.) (81.) SHUTTER CONCRETE CONCRETE WOOD CONCRETE SPAN E'er CONCRETE BLOCK ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING. SPACING (h) (BH.) cin.) (I°.) ANCHOR SPACWG (84) fPSF) INCH) TYPE AIB fCIF TYPEE TYPE Al 7YPEHIG 611011al TYPE C71 Fl IPBF) i1NC'0 TYPE A/B (CIF TYPEE TYPE Al 1YPEHfG 811011El TYPE ClI 'Ft 40 60' 12.0 120 120 109 120 40 BO' 12.9 120 12.0 &7 12.0 76' 120 120 120 &1 120 78' t20 120 12.0 &7 119 90' 0 120 120 &6 119 88' 120 120 12-0 &4 &4 114-0 120 120 &8 99 Ito' 12.0 10.1 lz0 49 &0 120' 11.7 170 43 92 �lzo 120- 129 &0 120 43 7.8 1320 109 12.0 49 83 13Y 119 U 12.0 4A 6.9 141' 124 I" 124 49 79 1' 11.1 82 124 3.7 1 6-4 12.0 120 1z0 &4 120 - 80- 120 1z0K12.0 7A 12.0 7z0 12.0 12.0 &6 113 78' 1z0 119 5.4 93 12.0 11.7 12.0 5.3 _ _,-92 _-- 96' 120 89 43 - _. ... .. . 7.8 12.0 u 1z0 4A 77 k7BI 1t4• 11.0 &1 3.7 &4 1z0 9.4 120 42 73 120' 109 7.7 3S BA 11.6 6.8 12A 39 6.7 132 99 7.0 32 &5 60 12.0 124 120 7.0 12.0 80 BO- 12.0 720 59 10.1 t20 120 720 &4 8.4 78' 120 99 49 7.7 88' 720 9.7 lz0 4.4 7.8 98' 109 84 12.0 39 83 114- 11.1 62 12A &7 SA 1tC 92 8.8 tog 3.1 6.3 128' 10.1 7.4 119 33 59 12W 83 6.1 9.8 - 49 70 BP 720 120 12.0 B4 70.5 70 6P 12-0 11.0 120 &0 B9 78' 12.0 103 120 49 &1 76' 1" B9 1z0 &S &6 SB' 113 &4 12.0 3.8 89 96' 93 8.9 11.1 &i &0 714' 99 74 113 32 59 114- 79 59 93 49 118' 9.1 6.7 109 3.0 53 118- 7.5 59 B9 4.4 so 80' 120 11.7 170 S3 9.2 80 80• 12.0 9.9 12,0 43 7.8 78' 12.0 9.0 lz0 4.1 7.0 78' 10.1 7A 119 33 8.8 98' 99 73 119 33 5.7 98' 82 6.0 9.7 4.7 111' 89 83 102 - SA 111' 7.1 52 &4 - 4.1 B0' 12.0 10A 12+0 4.7 8.1 60- 11.6 B9 12.0 3S &7 78' 10.8 BA 12.0 39 63 78- 89 89 109 32 98' 8.8 89 10.4 9.1 96' 73 &d B.8 d2 105' &1 59 9.8 4.7 105' 6.8 49 79 39 _ _._. I00 .... 80. .. r4l) .. .. 84 .-_ ....12:0 _ - 42 .. ._..- 73'..... ... _... ..__. 100 ...-'60--- ... "l03 .... 7.7.. IW- --3.5 78' 99 72 119 32 5.8 78' B4 5.9 89 90' 7.9 59 9.4 4.6 98' 89 43 79 99' 7.7 57 BA - 4A 99- 83 4.7 7.5 - F3. 120 48' 120 I7 I= 4.4 7.8 48' 10.9 BA iz0 3960' tae 7.8 124 3.5 &1 B9' &7 &4 103 78' &1 6.0 9.6 C7 78' &7 49 &0 91'7.0 &1 83 44 91' &7 42 69 140 48' 113 &4 12.0 39 69 140 48' 93 89 11.1 3.1 5.4 w 9.1 6.7 10.7 3.0 52 60' 79 59 89 43 70• 7.0 5.1 83 44 78' &7 4.2 89 33 61' 6.7 49 8A 39 81' 59 4.1 B9 32 16D 49' 99 73 119 33 S.7 ISO 48' 62 BA 9.7 4.7 BO' 7.9 69 9.4 49 60' 6.5 4.B 79 39 7P &7 49 79 39 77 59 4.1 89 - 32 t80 48' 69 e9 10.4 51 780 48' 73 SA U - 42 6T &7 49 SD 3.1 63' 59 4.1 99 32 ?DD 48' 7.9 89 9.6 d9 48' e9 6.8 79 38 ST &7 49 79 39 57' S9 4.1 89 32 TYPICAL ANCHOF SEE CHART ON I EFJI F-• z o� g w c� W i gI C7 Z H W N. SEPARATION S E HART G ON SHE 5 WHEEL CARRIAGE #10x3" 410 -HT S.S S.M.S. W/ 7 / 16'Ox 5 / 8" MEDIUM & HAT NYLON BUSHING (TOP ONLY) 16 #10x2' 410 -HT S.S S.M.S. `I TYP. TOP & BOTTOM I W CJ o Z W tl1 / /S11e'p' `�', W 0 A (LZW w L/ N k air #10x3" 410 -HT S.S J/ S.M.S. W/ 7 / 16"Ox 7 / 8" z y LONG NYLON BUSHING W (n m -- TYPICAL ANCHOR (BOTTOM ONLY) w = g SEE CHART ON LEFT Z a U) W WALL MOUNTING INSTALLATION HEAVY DUTY TRACK -. .. -- _. - n�ttWXQ P.E. FL�i A@KSLSY(bH}70N ?:1ES`@SS'963s •.� = Q:�9A092867 • i v 5 at :zz � y., YpK o:•b= O OHO O Nei t<)m O a7 d [ e4 W PROIOCf YCT 18-097 AD12-37 N v Z 0 Z a J N W z N E Z U O �m I a � 0 z � d e m W NQIt m O 7 � = J U� 3 t*• (/1 U I 2 ms s I W CJ o Z W tl1 / /S11e'p' `�', W 0 A (LZW w L/ N k air #10x3" 410 -HT S.S J/ S.M.S. W/ 7 / 16"Ox 7 / 8" z y LONG NYLON BUSHING W (n m -- TYPICAL ANCHOR (BOTTOM ONLY) w = g SEE CHART ON LEFT Z a U) W WALL MOUNTING INSTALLATION HEAVY DUTY TRACK -. .. -- _. - n�ttWXQ P.E. FL�i A@KSLSY(bH}70N ?:1ES`@SS'963s •.� = Q:�9A092867 • i v 5 at :zz � y., YpK o:•b= BAre .-91-¢ y�� Ay nulxo PROIOCf YCT 18-097 AD12-37 6" MAX. • 1/4° TH RU BOLTS Wf WASHER & NUTS 2- X 3" X 118" ALUM. TUBE 6983-T6 114"0 x 314°TEK SCREW @ 6" O.C. MAX. ANCHOR TYPE A. O, D <� OR E 1-112° FRONS EA. 810x3" 410 -HT S.S S.M.S. W/7 END W.D.C. /16'Ox 5 f 8" MEDIUM AND HAT i NYLON BUSHING (TOP ONLY) i 16 - 1° MIN. zo WHEEL CARRIAGE w CONCRETE Z' X 3 X 1/8" ALUM. ANGLE CONT. I zd a y rc 7 - EXISTING WINDOW GLASS' ---\ I N I Q I (6) - 1/4" 0 THRU z o I BOLTS W/ WASHER o � i &NUTS PER ANGLE w 2- X W 1/8° OR 2°X6"X1/8" 15 OR 2'X5"X1/4" ALUM. TUBE 8RTO CONCRET€ Q \\)) � �� REFER TO CHART ON SHEET 4 (7) ANCHOR TYPE A. C. D OR E @ 3" MIN. cf EQ. EQ. 1/4"0 x 3/4" TEK SCREW @ 6" MAX. O.C. O.C. AT EACRANGLE #10x2" 410 -HT S.SS .M.S. TYP. TOP & BOTTOM 1 15 F - WHEEL CARRIAGE . q n O W X 3"X 1/4' ALUM. w ANGLE 8° LONG @ EACH END I d N EXISTING WINDOW GLASS 7 #10x3" 410 -HT S.S S.M.S. W/ 7116"0x 7 / 8" ' LONG NYLON BUSHING z 4 QdNCRETE (BOTTOM ON d - 17 O i w o 4 o W11101111#10o (18 d 14 a( F ANCHOR TYPE A G. - 3/18'0 RNETS D OR E 1-1/2" FROM 8° O.C. FRONT 8 EA END @ 8°_O.C. 0.375" BACK MIN. 1, MIN. 114"O x 3/4" TEK 4 SCREW @ 0" O.C. 2'X5"X1/8° ALUMINUM TUBE 1/4" 0 TIJRU BOLTS W/ WASHER & NUTS 7' FROM EACH END AND i 12° O.C. MAX _ 3 2"X 4"X 1/8' ALUM. ANGLE CONT. 3 B.O WALL MOUNTING INSTALLATION HEAVY DUTY TRACK t r Florida Building Code Online Pagel of 2 ND'aar ante BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications ! PBC Staff BCIS Site Map Links Search 'n Bgr%'��gy �� ";` ' Product Approval USER: Public User C9 Fti Code Product Aporoval Menu > Product or Application Search > Application List > Application Detail gFL # FL11398-R2 Application Type Revision Code Version 2010 International Application Status Approved Plumbing Code Comments Archived . Energy Conservatiorproduct Manufacturer Code Address/Phone/Email R try Industries, ab Road , F). 33309 1com Authorized Signature Tom Johnston tomj@tc-alum.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft. -Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method (:E nels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Vladimir Knezevich PE -10983 National Accreditation & Management Institute, 12/31/2013 ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received FL11398 R2 COI 2008 Certificate of Independence-FBC-signed.pdf Referenced Standard and Year (of Standard) Standard ASTM E330 SSTD-12 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Year 2002 1999 1994 1994 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvIL5Kl5SWld... 6/19/2013 Florida Building Code Online : Sections from the Code Product Approval Method Method 1 Option D Page 2 of 2 Date Submitted 04/26/2012 Date Validated 06/18/2012 Date Pending FBC Approval 05/06/2012 Date Approved 06/20/2012 Approved for use outside HVHZ: Yes 040 050 060 W Seal All 6 PagesLodf Summary of Products Verified By: VLADIMIR KNEZEVICH PE -10983 FL # Model Number or Name Description 11398.1 .040-.050-.060 STORMLOCS PANEL 2" X 12" ALUMINUM CORREGATED STORM PANEL Limits of Use Installation Instructions Approved for use in HVHZ: No FL11398 R2 II 08-353 (05-350) FL 2250 Alum Approved for use outside HVHZ: Yes 040 050 060 W Seal All 6 PagesLodf Impact Resistant, Yes Verified By: VLADIMIR KNEZEVICH PE -10983 Design Pressure: N/A Created by Independent Third Party: Yes Other. REFERENCE SPAN CHARTS IN INSTALLATION Evaluation Reports DRAWINGS. FL11398 R2 AE 11398.Ddf FL11398 R2 AE Evaluation 11398 NHVHZ sianed 9 -10 - Created by Independent Third Party: Yes 8.2 050 HVHZALUMINUM STORMLOCS " X 12" HVHZ ALUMINUM PANEL PANEL Limits of Use nstallation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ:.Yes FL11398 R2 II 12-142 050 .Ddf Verifled By: V JOHN KNEZEVICH PE r0983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A valuation Reports Other: SEE SPAN/PRESSURE CHARTS ON PAGE 6 FL11398 R2 AE 050 HVHZ Evaluation 2010.Ddf Created by Independent Third Party: Yes 11398.3 110615 HVHZ STORMLOCS PANEL 2" X 12" ALUMINUM STORM PANEL Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11398 R2 II 12-129 0615.odf Approved for use outside HVHZ: Yes Verified By: V JOHN KNEZEVICH PE 10983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SEE SPAN/PRESSURE CHART PAGE 6 FL11396 R2 AE 0615 HVHZ Evaluation 2010.12df Created by Independent Third Party: Yes BeCi( NeRt Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement ;; Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a-mafl address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click bare . Product Approval Accepts: sectlrit tia;t�aat�q http://www.floridabuilding.orglpr/pr app_4tl.aspx?param=wGEVXQwtDgvIL5Kl5SWld... 6/19/2013 IAMM ..._ , I.Qs" X b � 07^ SEE tV6YE Rs ' • SEE AOTE,.� ev; 7f4 -n MACKOE a a afwVEIses" xa .� o..+ a .... :�. •'� set .t '�'� -� �.fbA' •bFA7[ , .... j. t t ...,.#"_.-ice{'" A D *d!' MEPMM Bmm-our 9i° HEAm A SM A 4a 56t1i9 AA'GM SCALL -<. Y..91 SCALE�:2 `r SVASS #YPJ 4090 #TYPrtaii °# _._ . _ .......� r &-gk a 1�0 oi. e�9aPto a�r>�:u.s4m gt A4 r» r �,Y . . �aaaas-tcatuts r#14 HMUZOWAL SWAIM SCALZ vft, w T r AMYTTIOM MOWT v TYPW.At VERTUALEMMIM SCAM 764^ar-0' V`p ` TRAM SCALE. HALF SME rtS3Cnrvi rat4C►°liatEl.0 4 .^^^. . 4X4" MAXI-Ot / ALUM. AMG E . t-QSURE FVCE HtETE "AV. 1pEt 9PDQTa P.WNE, S£E RM kt�lB.SCt#ED�BASEL- 3�0 NOl£ •l44tt` b;= 4. d IiALF SfORM9 RA i.' SCALE . 3' a T-4` 464-2014ACliM 'wnsf_4:1°P :�.' 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Top VaLlam a KACHM, BOLT Vnrw '�: f scALF, V- r- w L, nn ssem SCALP] S? e r - O' 3.C. !meq °PASS TBWSft7tD� /� . $tai •ilzr=MW LSOM LIAM,VMfta V'r IRACKIDUMa MOM SOMM SCALER S- . r - v •=WOOD ROOF TRUSS J OR RRAw 4 "EMBER 9 E Al PACE R SIUC FbW OR sapP D� i Tex SCREM *fes J! TwiEEN � to 4Ri�ffi85 ®G a a a a T ae a G a; s cnasv .._ RELANCHOR SCHEDULE FMAX . � CONMEMM TEBa SPkEt#G S;s FEREXCE.ARCHDR SCHEDULE FOR P+AX. ... y. SPACMG EXCST"M CORMTE, HOLLOW B Cotxk BLOCK OR ; �...- -V4'"AX. . ' 1'-'YP. TCA* AND BOTTOM .... ; x �iw EXSTtNG• TE. HOU-.Law C E btOCK C�itu WCC PRAI4N&. OR EXaST:N6 n'. K `. REFERENCE AnDoR SCHEDULE FOR VAX. see MOL. `..' ' TAME Tw" w,a BE REVERS s Ep anwroiG STORM PANE. 'TsP'.4C66iG STORM PAYEL SEPARATION 104* 7/4' MAX.=.. PieOf9 GLASS ` TABLE 2ANEL IN c x Y . a4A. Top VaLlam a KACHM, BOLT Vnrw '�: f scALF, V- r- w L, nn ssem SCALP] S? e r - O' 3.C. !meq °PASS TBWSft7tD� /� . $tai •ilzr=MW LSOM LIAM,VMfta V'r IRACKIDUMa MOM SOMM SCALER S- . r - v •=WOOD ROOF TRUSS J OR RRAw 4 "EMBER 9 E Al PACE R SIUC FbW OR sapP D� i Tex SCREM *fes J! TwiEEN � to 4Ri�ffi85 ®G a AKr COW. ALUM. TUBE (6963 -TO — j QR a.1291 SQUARE ~ // V LON In .' ' ' ^ ' ' ' 135ML SMOO GRA IRM MEAD SOLT REFERENCE AK:"m WITH ,67S' sou" SCHEDt" FOR MAX Z.12s� KYLO // V LON In .' ' ' ^ ' ' ' wal Ah wooD cmmat uma moumT w:cnm %1�1 SCAM 3. T�' *Asr 6 6063- TUBE TS v wALLmmwsecrio* \U SCAL9, V . T - 0' gvAALLMOLINTfWJ"MffFmm SCALE, 3. T- 4r TYMM CONNOR MOM DMAILS MM SCALE, I-UZI . T -V CA -M- I ---- � AMM ?MM AM kedW,i:8 QM, W-UQYspmftWm 10 1 A ANCHOR SCHEME _ LOA® t ."V1mGE' eT 't+= W) '&PAN$ 4AP to - $flAffi1,®w T$ SPAM VP TC TBP P iDC. p fwsm Y A cm 'i= Tom' ZRARtiremiyKi. ¢DAekY'Cim-WE 11 V CP 0 C4. C5 C5iC2ICS C4'C5 CS U C3!CL >m ' " t4 14 ffi znc Sz 3« 6 P 4 3* 33 YA $." , Ha.+a *asN 91211 Gy L� Y4 �''- 5 �°. I7 14 &4 6 14.9 FL S " s 3x, 8K 34 s§ c4I 13 T t3 i3�A" 9 S 24, 10, 2» YGb. vc. +ter T2.G ba .Y4 E$. YL _8 34 t Ei S 14 ffi ZD S z. L. 0=24V N amati, 4- R. �. vr3 1. 11AVS;t.ir2" E qPt 'IN A,WW. ba,�„qSEWWWTS A4 *OR CVW=M=_ O AWE' NOT ACCEPTAME USM, KulE'S :st�F�RS' Lsl $FI : i�Mailf�fiBLE -BY RE4it7'0'�`Ci FI6kCtNhiE Sc , �tr#T ca tif4S►i@�tE3 It ALS.. PONTS SOLID W AND MORS E - MAY 4",W.Y 6E'UM 01 00401-m WAUSNOLL" Mmem SLOZ, ma OR MM -TE Was "L FOR 0,0 CRE:IE = m =KMTE smotm rim3s m, fes' 17W TAP=N COO= SWaIM Fa -12 DOOM CM�WW svocK 6°t4 3 0 F . E T Epk Aim t TWt 4E7 WG, . D°� RI 144Y8£ U.5ED0 y aVA,..44�t a 5a40.N TAi3 Z N,Qr;: H.. ESt TABLE 7 WI43i P05ITfVE:OE.Si&tef L(PfkTO & t41 MFdL ST9RM S489T`ER S&ARAT#!Mi 1 4 h s � • I1 f • • 1 KNEZEVICH ASSOCIATES CONSIAJING ENGINEERS 2590 Stv 1051 wacn EVALUATION co Davic. Floddu 33324 (934)821.69.13 REPORT KA Job No.t 12.142 Cate: April 23, 2012 PBC Evaluation Report No.: L 1.1139&112 Cade: Florida Building Cade, 2010 Product Category: Shutters Product Sub -Category: Storm Panel Product Name: 0.050" Aluminum Storm Panel Manufacturer: Town and Country Industries A Division of ABC Supply, Inc. 400 West McNab Road Port Lauderdale, Fl. 33309 This is an Evaluation Report issued by Knaa®vIch Assoolates and V. John Knaaevich, P.E. (System ID No. 9329) to TOWN AND COUNTRY INDUSTRIES, Ussed on Rule Chapter No. 98-72.070, Method I (d) product Approval; Florida Building Commission, Department of Community Affairs. This 0.050° Aluminum Storm Panel system has been evaluated and found to be in compliance with the Code and that these products are, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this Evaluation Report is required, following any code manges, to maintain Its validity. Evaluation Report Prepared by: KNEZHVECH ASSOCIATLS V 45,*kiv elf, P.fi. Prasidta. . I'll 23, A2'FIri�Idit tJcorlyeNo,- PS 10993 tl.f.tlu COA Nb.; 21989 Page 1 of 3 KNEZEVICiI ASSOCIATES CONSULTING ENGINEERS 2590 "1 105 1rerrace EVALUATION® 0arle, Florida 33324 (95-1) 821,6933 REPORT 2.1 PRODUCT EVALUATION DOCUMENT TOWN AND COUNTRY INDUSTRIES., 0.050" Aluminum Storin Panel, Drawing No. 12- 142 with no revisions, dated April 23, 2012, Sheets 1 through 6 oi'6, prepared by Kne2.evich Associates (KA), signer!, dated and Sealed by V. John Knezevich, P.C. is an integral pan of this )evaluation Report. Test reports #00.013 and #00-028 for Uniform Static Air Pressure in accordance with PA 202, Large Missile Impact and Cyclic Testing in accordance with PA 201 and PA 203 were prepared by Construction Testing Corporation (CTC), Miami, Florida. Hurricane Testing Laboratory (HTL) Report #0303-0604-10 was Issued for Confirmation Testing performed by HTL during the period from 8/28/2010 through 8/30/2010. Tests included TAS 201 and TAS 203. Tensile Capacity of aluminum alloy extrusions was determined with Webster Gauge Model B. • KA prepared rational and comparative analyses of aluminum storm panel shutter performance and anchor calculations. From these analyses, a maximum shutter span vs. design load schedule was prepared for 0,050" Aluminum Storm Panel. Anchor spacing vs. design load schedule was also prepared, Indicating maximum anchor spacing for given span conditions at specific design loads for each type of anchor. No increase in allowable stress has bean used In the design or this product. This storm panel shutter system satisfactorily passed the large missile impact testing in accordance with TAS 201. This storm panel shutter system satisfactorily passed the fatigue load testing In accordance with TAS 203, This storm panel shutter system may be used to protect glazed openings from windbome debris, when installed in accordance with the limitations Indicated in the referenced drawings. • This storm panel shutter system hes been designed and tested in accordance with TAS 202 to resist wind pressures as indicated by the span schedule (Table 1), page 6 of 6 of the referenced drawing. Page 2 or 3 a � KNEUVICA ASSOCIATES CONSULTING ENGINEERS 2590 SW 105 Terrace );VALUATION ® navla, PlnOda 33371 (954) 821.6933 RFPOR,r e The maximum anchor spacing, minimum edge distance & minimum embedment for each type of anchor, shutter span and design wind load Is found in the Anchor Schedule of the referenced drawing. This storm panel shutter system is to be Installed In accordance with the typical details, General Notes, Schedules, Tables and material specifications found in the referenoed drawing. See General Notes of the teference drawing, unless otherwise noted, for material specifications. All dimensions of components are indicated In the referenced drawings. Anchor specifications including acceptable substrate, minimum embedment, edge distance and manufacturer are Indicated in the referenced drawing. This product is suitable for tnstallatl6n In the Hldh Veioctty, Hurricane Zone (HVHZ). This product may only be Installed on concrete, hollow concrete block or wood substrates. For all other conditions site specific design shall be performed by KA or our delegated engineer. Pege 3 of 3 I a F • A � 1 1 Tom tohnston From: Tad Berman, P.E. Ited@tedbermanllc.coml Sent: Monday, May 21, 2012 9:24 PM To: Tom Johnston, orlandoiblanco@gmall.com Cc: TBA; P.E. (simon@ledbermanllc.com) Simon Segal Subject: FL11398•R2 Follow Up Flag: Follow up Flag Statue: Flagged Dear Florida Product Approval Applicant, Your Florida product approval application has received the following administrator and public comments: Product.I references the 2007 F131 11348 R2 Town and Country Shnuers Storm Panels certificate of compliance to [lie 20' Industries, provided on the previous self affiri application. 11398-R2 Public Comment by .Evaluation reports for products .21 Janne Gascon should at least list the report numb You may respond to the comment(s) by May 24,2012 NOON EST. Your response will be used by us and the POC to provide a recommendation to the FISC. Product Approval System Administrator Ted Berman and Assotlates LLC Certificate of Authorization # 27502 923 410' Street, Suite 104 Miami Beach, FL 33140 Phones: (306) 673-4006 (306) 868-4707 Fax: (786) 208-6017 tedi0tedbermanlia.aoin "Before Prluring" this email or any attachments. please think about your responsibility and coimnitinent to the CIAILIZONX1IENT. CONFIDENTIALITY NOTE: The Information containad in IWs trmamisclon MV be pNWleged and contidemiai Wfomtadon, And W Wtatded only to, am use or the IudivkW or olnity nemedaWve. If die radar of this massage Is not the Wended reeip ant. you ere Ia e(w mifim IW my dlsmuluelm divdMion or P.Ring of alts mmmmnkedah l9 iolady Nrohitelki. It/ou hale Iact a Ws oume.i$sk. in amr, 0.0 hm.06a[ely r0y m the Bendel fhmyou ImvereceivedMcounwWonbcaw and filendeleteU TWA you Fallow us on Twitte 0 Y ® ACOORv CERTIFICATE OF LIABILITY INSURANCE DATE(MMfDDNYYY) 1 16.....--' 09/11/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF' INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain polities may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER USA INSURANCENET CORP PO BOX 770158 NAME: HECTOR DE ARMAS A/�"N 786-293-3637 tAAXC No):786-293-3669 E-MAIL ADDRESS:SERVICE@USAINSURANCENET.COM MIAMI, FL 33177 INSURERS AFFORDING COVERAGE NAIC d INSURER A: HERMITAGE INS. CO. 18376 INSURED . INSURER B INSURER C: STORMWISE SOUTH FLORIDA INC.If INSURER D: 13015 NW 45 AVE INSURER E: OPA LOCKA, FL 33054 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENTJERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL S SUB POLICYNUMBER POLICY EFF MMIDD POLICY EXP MM/DD LIMBS A GENBRAL LIABILITY CLAIMS -MADE � OCCUR To—CllMMERCIAL GENERAL LIABILITY HGU571232-13 09/10/201309/10/2014 EACH OCCURRENCE $ 1000,000 A AGE *10 RENTED PREM SES Ea occurrence $ - 100,000 MED EXP (Any one person) $ 1,000 PERSONAL&ADV INJURY $ 1,000,000 GENERALAGGREGATE $ 2,000,000 GEW L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 $ X POLICY JECOT- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Par accident) $ PROPERTY DAMAGE $ Par accldeM HIRED AUTOS NON -OWNED AUTOS $ UMBRELLA LIAB HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAR DEO I I RETENTION$ $ WORKERS COMPENSATION I WC STATU- 1 X OTH- ER AND EMPLOYERS' LIABILITYCRYLIM Y / N ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICER/MEMSER EXCLUDED? ❑ N/A E.L. EACH ACCIDENT $ E.L. DISEASE - FA EMPLOYEE $ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1 $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) MANAUFACTURER AND INSTALLER OF STORM SHUTTERS PROTECTION ONLY LOCATION:13015 NW 45 AVE OPA LOCKA, FL 33054 CAMILO DIAZ LICENSE #CGC1511342 CFRTIFICATF HOLnER CANCFI I ATInN Q 1988-2010 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 AVE MIAMI SHORES FL, 33138 AUTHORIZED REPRESENTATIVE FAX 305-756-8972 h— 44,-- ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26 (20101061 The ACORD name and loco are realstered marks of ACORD