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WS-10-1389Inspection Number: INSP - 151562 Permit Number: WS -8 -10 -1389 . Scheduled Inspection Date: January 13, 2011 Inspector: Bruhn, Norman Owner: PUMO, BENNET Job Address: 1196 NE 98 Street Miami Shores, FL Project: <NONE> Contractor: WILLARD SHUTTERS Building Department Comments January 12, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132050180410 Phone: 305 -633 -0162 INSTALALTION OF BAHAMA SHUTTERS AND ACCORDION SHUTERS AND ROLL UP SHUTTERS 27 OPENINGS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 149631. Expose roll down anchors for insp. Bahama shutter exceed maximum width. Bahamas shutters are not secured per PA. NB Cc Page 3 of 22 tO(a,1 ( - Si-60-aq fa I l ley„) 1D` Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 20 JOB ADDRESS: \\ 4 N a 9$ S City: Miami Shores Value of Work for this Pe Type of Work: ❑Ad Description of W, Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 OCT ipaRTEVati 1 4 2010 SI Permit No. VJ -% i0 " Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): $ 4•t' Ru'MO Phone #: Address: 1 19 b N£ c i a City: M4 a►v*• S umz.£S State: F ' 4 --• Zip: Tenant/Lessee Name: Phone #: Email: County: Miami Dade Zip: Folio/Parcel #: 11 $ 5 d 15S 0 4- to Is the Building Historically Designated: Yes COI 3 Flood Zone: CONTRACTOR: Company Name: %A7% WA 4 S‘NO ktill CO • Phone #: S - 4:9113 —O ! sa Z Address: 4420 OW 3s -1 ' /.1 Cot) WV City: PnAbcwv►1t State: C L Qualifier Name: L I i i A N► iG . CAA R 1G State Certification or Registration #: 0000 13 4'5 S Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Zip: t3 14" 2.. Phone #: 305 -103 3 —0 14. Square/Linear Footage of Work: teration New ORepair/Replace ODemolition 5: o�J 4rO Qs2.2VV k G - I t oaw c f c�� 1 ROOF 11LE IS REQUIRED acknowledged by: * * * * ** * * ** * * * ** * **** * * ** * * * * * * *** * ** F * * * *, * *** * **** ** ** * * *** * * * * * *** *, *** * * ** Sub ��za�!1 ee $ Permit Fee $ e9.E5 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of com encement must be posted at the job site for the first inspection whic ccurs seven (7) days after the building permit is issued I, the absence of such posted notice, the inspection will be approved nd a reinspection fee will be charged Signature o Signature ' Owner or Agent Contractor The foregoing instrument was acknowledged before me this /1, The foregoing instrument was acknowledged before me this Cl d a y of � . , 20 P :s , by a S a o e ° i e ' ' c ' , , day of O � . '- ‘ T - , 20 9 c. , by ev, r 1 e Y C 6 / , - wh is , erso kn n to o r who has produced who personally known to tie or who has produced As identification and who did take an oath. NOTARY PUBLIC: / Sign: Print: My Commission Exp APPROVED BY P ri'ls MICHAEL S. WOODS .*: MY COMMISSION # DD 932653 EXPIRES: November 13, 2013 Bonded Thru Notary Public Underwriters • * * * * * * * * * * * * * * * **9 *** * * * *,Ir9 ****, t, 4a, t*** ** *3r******iris,t,4,4i,ir** hits'r,+ ****, t4r$, 4J ,*.t*** *****,Y,4,ti,Ir.ti,t, ***W,Ftk4t***ic*ir,t,t+ *** (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) NOTARY UBLIC: Sign: 4�, Print: My Co o loan 4. 44- as identification and who did take an oath. , 11 11 4, S. WOODS MY COMMISSION # DD 932653 P I1 ES: November 13, 2013 Banded Thru Notary Public Underwriters /�4/ /Plans Examiner Zoning Structural Review Clerk BUILDING PERMIT APPLICATION FBC 2004 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Miami Shores Village Building Department Permit Type (circle): Buildin Roofing Owner's Name (Fee Simple Titleholder) /JbJ &L � � Phone # 306- `�' -� 7"'?� Owner's Address // 9 Al( qg _ `- Cit3I'% -'p.a (..54--- 't State r ` Zip 3 5, 39 Tenant/Lessee Name Phone # Job Address (where the work is being done) /./9 4 AJ E 9'` I City FOLIO / PARCEL # Miami Shores Village County Miami -Dade Is Building Historically Designated YES / / —32.65 — n °O4 /J NO X AUG 0 2 2010 PS Permit No. glD -) 3V1 Master Permit No. Zip �./ 13 Contractor's Company Na. e W i 1t4L jilt l " L) Phone # 306- (33 6/0 Contractor's Add ss "�� _ c City //�h�"(, / State 41' Zip Qualifier Name W ' ill /4M.- Ci ( / ✓� . Phone # State Certificate or Registration No. Certificate of Competency No. 60 0/ J 6,5" 6932 -al Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: DAddition XAiteration New, /nRe)pair eplace lemolition Describe Work: z --r/i� � w 1 -+'✓� � S'! v .. �- fa� Q Submittal Fee $ 3lJ'CO Permit Fee $ Notary $ Scanning $ Radon $ *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Training/Education Fee $ DPBR $ Linear Footage Of Work: Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ a2.5 -CO 466;f1131 L CCF $ CO /CC Technology Fee $ Zoning $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address / City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien la / rochure will be delivered to the person inspectio whose property is subject to attachment. Also, a certified copy of the recorded notice of c� mencement 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 n will not be appro, <nd a reinspection fee will be charged. Signature Signat /�,t•; ig4L Owner or Agent The foregoing instrument was acknowledged before me this 't Contractor The foregoing instrument was acknowledged before me this /3Vti day of (.1i 20 (c, by ( )/1t:rve4 " '? o day of 20 /0, by 4.1), who i ersonally known to e or who has produced who i� p/ersonally known to in_ejr who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PH3LIC: Sign: .,0• Print: My Commission * * * * * * * * * * * * ** MY COMMISSION # DD 932653 ' EXPIRES: November 13, 2013 ��skl��'lx�' P .li Underwriters APPLICATION APPROVED BY: (Revised 07/10/07) As identification and who did take an oath. Sign: Print: My Co * * * * * * * * * * * * * * * * ** , MICHAEL S. WOODS Y,��(p�� 13, fee o' • n fim ES: NotaryNovember Public Underwr iters 6 ,i Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1 t - . a s° O/ P9713 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of pr perty bind street/address: 2. Description of improvement: 3. Owner(s) name and aess: Interest in property: _ Name and address of fee simple titleholder. 4. • tractor's•name, • dress and phone number ,A2 ' ST 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by (STATE OF FLOFaIDrs, COUNTY OF DADE ?'`'c . °� Section 713.131)(a)7., Florida Statutes, ep -,� Name, address and phone number. I HEREBY C%Er�'37FYtti I this is = <<., �� h7 o `!c8 orl iA g 8. In addition to himself Owners designates t /6 Heed : - e • py of th ` - n • tic d = provided in Section 713.13(1)(b), Florida Statutes. WITNESS m and and Official I . C�fi LFF 1atl9i 7 Name, address and phone number HARVEY' - I N, CLERK of i4 r'd y • y oddg!na! i 1 y 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 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 I m TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING R NOTIr OF OMMENCEMENT. x . Signature(s) Prepared Signatur 123.01 -52 PAGE 3 11/07 prepared By • r(s ' Auth • i ed Officer/Director/Partner/Manager Print Name (6 Fvsrr O Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The forgoing in w acknowledged before me this f 3dZ day of ....77/( Zv/ U By ,®Nr l Pt1 , - v 7 e . Individually, or ❑ as • for 51..Personaliy known, or ❑ produced the following type of identificati Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are, to the best of my knowledge and belief. Print Name Title /Office r(s)'s thorized Officer/Director/Partner/Manager who signed above: I 111111 11111 11111 11111 11111 11111 11111 11 II 1111 CFN 20 1 ORO5O 1 2 15 OR Bk 27365 Ps 3223; (fps) RECORDED 07/27/2010 10:45:47 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE CDUWT'f, FLORIDA LAST PAGE Space above reserved for use o recording office i s /7,1 � ACORD. CERTIFICATE OF LIABILITY INSURANCE 1 OATE(MMbOnl rn 6//12010 PRODUCER (954)724 -7000 FAX: (954)724 -7024 Keyes Coverage, Inc. 5900 Hiatus Road Tamarac FL 33321 THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Willard Shutter Co Inc 4420 NW 35th Court Miami FL 33142 INSURERA :American S a fta ty Indemni INSUReR0:Hartford Fire Inao.rance 25433 19682 iNSURERC :Great American ESS Ins Co 37532 INSURER D:AesoCiated Industries 23140 INSURER E: COVERAGES THE POLICIES REQUIREMENT, THE INRURANCF • .,c :4 !NOR PP I. R gRrk, OF INSURANCE LISTED BELOW TERM OR CONDITION OF ANY AFFORDED BY THE POLICIES • 1 „ . • Oil/, , ■ _ .: 1 : TYPE OF DIBURANOE HAVE BEEN IS.RIIEP TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, DESCRIBED HEREIN I8 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. G PII -P c •: I>CI,AU4S� POLICY NUMBER POLICY EFFECTIVE DATE (MMIDD/YY) POLICY EXPIRATION DATE (MM/DD/TY1 LIMITS GENERAL X X X LIABILITY OOMMEROIAL PENERAL IJA$Iur( j cuums MADE X a(R 5SL023061- 10-02 Xneludea when required by written contrast: Primary Won-contrib., CG2033 on- going, OG2037 Camp opa, Waiver of subrogation 06/15/2010 06/15/2011 EACHOCRIIRRFNCF Rata � 1...1_ MED EXP (Anv ane aunarnl $ 1,000,000 .. TM .„50 r 00 $ ExclUded DEG; $2,500 BI /PD PERSONAL . &ADV INJURY GENERAL $ 1,000,000 2,000,000 Par Project Ag OEM AG GATE LIMIT APPLIES PER: POLICY X ,i4 X LOC AGGREGATE mounts - OOMPOPAOG $ $ 2,000,000 <lx1 1 I )4I )4I 11 TOMo$ILQ 14AflILITY ANY AUTO ALL OWNEPAUTOS SCHEDULED AUTOS HIRED AUTOS NON•OWNED AUTOS 21ODNK88373 6/15/2010 6/15/2011 COMBINED SINGLE LIMIT (Ew m1 5 1, 000,006 mxmymp (Per peman) 5 BODILY INJURY (Par Aanytan1) $ PROPERTY PAMAGE (Per matidant) $ ,R GARAGE LIABILITY ._ AUTO ONL - EA ACCIDENT S ANY AUTo OTHSR PA Ann 5 AUTO ONLY: c :r C EXCESS/UMBRELLA LIABILITY 71 OCCUR n CLAIMS MADE X85574277 - 07 6/15/2010 6/15/2011 EACH AC ITRFWCE $ 2,000 000 APOATP $ 2,000,000 $ 2,000,000 DEDUCTIBLE RETENTION 5 0 COMPLETED OPERATIONS $ D EM YERC' MFEN A ON ANP ANY FHLIPRISTURJPARTNERUEXECUTWE OFFICER/MI:MEMEXCLUDED? 5 ob,undo SPECIAL PROVISIONS below Waiver of Subrogation by Endorsement only AEC. 004973 4/1/2010 4/1/2011 Wy� TTpp f X1 TbRYb11A(ITTTUU R 1 I MI, FAOH AOOIDENT $ 500,000 E.L DISEASE - EAEMPLOYEES 500,000 E.L. DISEASE - POLICY LIMIT $ 500,000 OTHER 025SRIPTION OP OPSRATIONSILOCATIONS IV5HICLES/EXCLUSIONS ADDEO BY ENDORSEMENT/SPECIAL PROVISIONS FROM :Willard Shutter CERTIFICATE HOLDER (305) 756-8972 CITY OF MIAMI SHORES ATTN: BUILDING DEPT 10050 NE2AVE MIAMI SHORES, FL 33138 -2304 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAS, 30 DAYS WRITTEN NOTICE To THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE To Co so BNAIJ.IMPOSE No OBLIGATION OR uABILITY oP ANY KIND UPON THE INSURER, ITS APENTs OR REPRESENTATIVES, AUTHORIZED REPRESENTATIVE Curvy I<r,yr;rt /:4(T ACORD 26(2001/08) J•Qfl7S ,n ,n0, n0. FAX NO. :3056388634 Aug. 10 2010 01:48PM P1 CANcELLATIoN ACORD CORPORATION 1988 • 6971W Sunrise Blvd. Suite 104 Plantation - Florida - 33313 Tel: (954) 585 -0304 Fax (954) 585 -0305 Email: Engco@AOL.com AOL.com E N G C O, Engineering Services - CA 8116 OCT Z72010 Contractor Willard Shutter Company, Inc. 4420 NW 35th Court Miami, FL - 33142 Scope of work: Shutter Design •. .. • • • • •• • •• • • • • • • . • .. °. • • •• • • • • • ; ` � : - • •• • •••• • • • • • Project: Bennet Pumo Residence 1196 NE 98 Street Miami Shores, FL - 510 -138 Miami Shores Vino e APPROVED ZONING DEPT BLDG DEPT DATE susiEcT To COMPUNCe win ALL FEDERAL STATE AND CoUN1V IMES AND REGULATIONS Ref#: 10-220 6971W Sunrise Blvd. Suite 104 Plantation - Florida - 33313 Tel: (954) 585 -0304 Fax: (954) 585-0305 Email: Engco@AOL.com 1- SCOPE OF WORK: Verify Shutter adequacy 2- PROJECT DATA: 2.1- Location: 3- DESIGN: Mark 4 3.1- Shutter schedule: 11 • • • . • • • • •••• • • • • • • •6eesheet 1e1 for�alcutActr1S • • •.•• • ,.. ... ..,,. • • • • • • • • • ENGCO, Inc. Engineering Services - CA 8116 2.3- Product: • • • •20 •••• 44 • •• 27 ;, , 3,2- ShuttetAssign adequacy: 4 80 52 4 • 57 52 14 44 52 19 80 27 46.5 46.5 46.5 46.5 46.5 46.5 Job: Bennet Pumo Residence REF. #: 10-220 Date: 10/23/2010 Customer Willard Shutter Company, Inc. 4420 NW 35th Court - Miami, FL - 33142 1196 NE 98 Street - Miami Shores, FL - Design by: PEDRO DE FIGUEIREDO, PE 52609 1196 NE 98 Street, Miami Shores, Florida 2.2- Code: Florida Building Code 2007 - HVHZ Pressures: ASCE 7 -05, V =146 mph, Exposure: C, Enclosed, MHR: 15' See attached sheet W1 -1 for wind load calculation Extruded aluminum Bahama Hurricane Shutter Manufactured by Southern Extrution Inc. Florida Approval: FL 872.1 and FL 872.2 Width Height Wind Zone + Pd (Psf) + Pd (Psf) # of modules Module 80 52 5 46.5 62.2 4 20 80 52 50.4 50.4 50.4 62.2 50.4 50.4 4 4 3 2 4 2 4 4I49Coposed shtitters arg acceptable for use limited to the calculated pressure above • Sheet A 20 20 19 22 20 22 OCT 2 5 2010 - • • • • • • • • • • • • • Check Vertical Rail Check Blade Slat Overall Shutter ••. Unit # _ • • • • Width • • ••• Height •• Pd # of modules Module Width Kds Ms Rs Span Kds' Ms' Rs' Area Total Applied Force End Bracket Load 4 80 51.5 62.2 4 20 6.1 2864 222 17.4 0.048 197 45 28.6 1780 445 7 80 51.5 50.4 4 20 4.9 2321 180 17.4 0.039 159 37 28.6 1442 361 8 80 51.5 50.4 4 20 4.9 2321 - 180 17.4 0.039 159 37 28.6 1442 361 11 57 52 50.4 3 19 4.9 2248 173 16.3 0.029 139 34 20.6 1037 259 14 44 52 62.2 2 22 6.9 3212 247 18.9 0.066 232 49 15.9 988 247 19 80 27 50.4 4 20 0.4 638 95 17.4 0.039 159 37 15.0 756 189 20 44 27 50.4 2 22 0.4 702 104 18.9 0.054 188 40 8.3 416 104 Maximum Values 6.9 3212 247 18.9 0.066 232 49 28.6 1780 445 FL872.1 -R3 57 88 80 3 19 63.3 10218 464 16.3 0.047 220 54 34.8 2787 697 FL872.2 -R3 96 96 50 4 24 70.8 9600 400 21.4 0.088 239 45 64.0 3200 na Control Design 70.8 10218 464 21.4 0.088 239 54 64.0 3200 697 hi 6971W Sunrise Blvd. Suite 104 Plantation - Florida - 333 Tej t54) 9304 Pages (964) 2094590 • Fax::954)6 89:0355 EnjaR Epti AOLc4n • • • • • • • • •• Compar11rt4v0AQ SI 1 ) I ; • • • • Results: 1- Proposed units Maximum Slat Span width does not exceed 21.4 ". (limit based on maximum span tested under Large missile impact) 2- Proposed units Vertical Rails does not exceed Proportional deflection (Kds < = 70.8), Bending moment (Ms <= 10218) and end reaction (Rs< =464). 3- Proposed units Blade Slat does not exceed Proportional deflection (Kds' < = 0.088); Bending moment (Ms'< =239) and end reaction (Rs < =54). 4- Proposed units Overall Performance does not exceed maximum tested area (Area <�4), Total Applied Force (Fs'< =3200) and end Bracket Load (Rbs <�97). 5- Proposed shutters bottom wall connection will not exceed 57" without a brackets. 6- Use this results with attached drawing 10-220 n C.T1 0 • • • • • •••• • • :B 1#1* G CO inc. • • • • • *Engineering 6e es - CA 8116 • • • • • • • • • • REF.#: 10 -220 Date: 10/23/2010' Contractor Willard Shutter Company, Inc. 4420 NW 35th Court - Miami, FL - 33142 Job: Bennet Pumo Residence 1195 NE 98 Street - Miami Shores, FL - Design by PEDRO DE FIGUEIREDO, PE 52609 Bottom Anchorage Top Anchorage Reaction per Gip # of Clips Pull -out (Ts) Anchor Spacing Load Per Anchor Pull -out (Ts) 222 5 222 8 89 313 180 5 180 8 72 253 180 5 180 8 72 253 173 4 173 8 73 256 247 3 247 8 90 .. 316 95 5 95 8 38 133 104 3 104 8 38 133 Maximum Value 247 Maximum Value 316 • 6971W Sunrise Blvd. Suite 104 Plantation - Florida - 33313 Tel: (954) 585-0304 Fax: (954) 585-0305 Email: Engco a AOL.com Mark 4 7 8 11 14 19 20 Total Applied Force 1780 1442 1442 1037 988 756 416 Notes: 1- Bottom clips to be secured by a minimum of (2) 1/4 -20 All Points Solid -Set anchors per clip. 2- 1/4 -20 Soli -Set anchors are to be 1" embeded into CMU wall, 2" edge distance and 3" apart. (Ta= 358 lb) 3- 1/4 -20 Soli -Set anchors values as per Miami -Dade NOA 05- 1116.04 4- Maximum Bottom anchors service pull -out are Tess or equal anchor capacity. (247 <= 358) - Acceptable 5 -1/4" Tapcons anchors are to be 1 -3/4" embeded into Concrete wall, 3" edge distance and 8" apart. (Ta= 540 lb) 6 -1/4" Tapcons anchors values as per Miami -Dade NOA 07- 1126.10 7- Maximum Header anchors service pull -out are less or equal anchor capacity. (316 <= 540) - Acceptable • • •••• • •• ;•4'S3JMMARY; • •.• • • • • • PrOposechlwinr design as illustrated in drawings 10 -220 is acceptable for use in this project. • •• .• •• • • • • • • •I. • ......•,• *•_._ ._... •r• r - • • • • • • • • • • •• • •• 3.3- Shutter Anchorage: • .... ..... . ... •••• • • • ENGCO, Inc. Engineering Services - CA 8116 •• " ii • •• • • Header/ Sill Reaction 890 721 721 519 494 378 208 REF.#: 10 -220 Date: 10/23/2010 Customer. WIllard Shutter Company, Inc. 4420 NW 35th Court - Miami, FL - 33142 Job: Bennet Pumo Residence 1196 NE 98 Street - Miami Shores, FL - Design by PEDRO DE FIGUEIREDO, PE 52609 Sheet 2 . OCT 2.52010 "Building Mean Height 15.00 Feet !Cladding Elevation 15.00 Feet ,Minimum Width 87.00 Feet ENGCO, Inc. Engineering Services - CA 8116 6971W Sunrise Blvd. Suite 104 Plantation - Florida - 33313 Tel: (954) 585-0304 Fax: (954) 585 -0305 Email: Engco@AOL.com AOL.com Import. Factor (I) 1.00 (Section 6.5.5 - Table 6.1 (V >100 mph) / Table 1.1: Catego Basic Wind Speed (Section 6.5.4 - Fig.6 -1) Building Type Enclosed 1 ( Enclosed, Open, Partially Enclosed - Section 6.5.9) j Kd - Section 6.5.4 - Table 6-4 KZ - Section 6.5.6.6 Kh - Section 6.5.6.6 Kzt - Section 6.5.7 146 mph 0.85 0.85 0.85 1.00 `Velocity Pressure (qz) 39.37 Psf Velocity Pressure (qh) 39.37 0.85 Psf : :Tributary Area 10 ft2 GCpi (Int. Pressure) 0.18 -0.18 ;GCE( Ext. Pressure ) zone 4 . + 1.00 zone 4 ( -) -1.10 (section 6.5.11.2) zon 1.00 zone 5 ( -) -1.40 zone 5141 Wind load Psf positive negative •••. Psf Psf • • 2 gQQ 4' • •. 46.5 -50.4 'i ••• ii" .... • • Q 5: ' 6 46.5 -62.2 • sr• •• • .,_ = °s° __ • • • • • • End z (a) • „r„ 72 i INCHES • +► j1pjatipn: (a) -14/• of the lealoiliiiniesision or 0.4 of mean roof height, whichever is smaller. • iliso.(a) mus nob be less thans4ther4% of the least dimension or 3 feet. • ENGOO INC HAS NOT VISIT1TIE'JOB SITE • WIND LOAD BASED ON Copt& TOR INFORMATION. • trIE't!ALCULA VVDESIGIJED PRESSURE MUST NOT EXCEED TAE PRODUCT APPROVAL•QeSIG1VED RATING. REF. #: 10-220 Date: 10/23/2010 Contractor Willard Shutter Company, Inc. 4420 NW 35th Court - Miami, FL - 33142 Job: Bennet Pumo Residence 1196 NE 98 Street - Miami Shores, FL - Design by: PEDRO DE FIGUEIREDO, PE 52609 Wind Load Calculation for Components and Cladding under ASCE/SEI 7 -05 (method 2) Florida Building Code 2007 Buildings with MRH <= 60' and 60' <MRH < =90' (MRH =Mean Roof Height) I - 0.77 Category II -1.0 Category III & IV - 1.15) FBC 1620.2 - HVHZ -146 mph Dade County & 140mph Broward County Exposure C a Zg ;(Section 6.5.6.2 & 6.5.6.3) 9.5 900 Open terrain with scattered obstructions height less than 30ft. Open country , grasslands and all water in hurricane prone regions Use section 6.2 definitions To be used when hill height H > =15' qz =0.00256. Kz . Kzt . Kd . VA2 . I qh =0.00256 . Kh . Kzt . Kd . VA2 . I Section 6.5.11.1 Zone 5 for units located Tess than 72" from building comers (Sheet W Roof Slope Reduction Factor 1.00 Section 6.5.10 Section 6.5.10 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL ALLOWABLE LOADS WIS.) CONCRETE (fc = 3000 PSI MIN.) CMU (fm o 1800 PSI MIN) MIN. EMBED. EDGE DISTANCE MIN. EMBED. EDGE DISTANCE 1 -1/4' 2' 3' 1 -1/4' Y 3' TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR 7/8' 328 187 428 429 544 565 WV 208 153 358 249 395 397 0 A • • ••• • • • ••• • • • . • • • • •• .• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ... • • • • • • Al • • • • • ... E N GEERAL NOTES. • • • •• • • • • 19 •THESE.�PIi2O•AL DocuM!IPrS R,�p SENT ALL POINTS SOLID -SET / • • {INWOR ANAL1E3E0 WITH TIRE PR ON SET FOR THE ISSUANCE OF • • c1 NOTICE•OF ACCEPTANCE (IROAI PDDYY AMI -DADE COUNTY PRODUCT • • IFONTRIL DIVISIONF I# OR HIGVELOCIT HURRICANE ZONE IHVHZ) OF / • • • • LORID• MOLDING CODE 2004 . ITM2005 SUPPLEMENTS. . 2. REFERENCE CONSTRUCTION TESTING CORPORATION TEST REPORTS. / REPORT NO. 02 -007A DATED 05/06/02 REFEREN�CEE W LABORATORIES, INC. TEST REPORTS. / •• • • REpRo7 ri DA=Fj) / 48 • : 8BL IMCRE /& HAS BEEN USED IN PREPARATION • • • • • + • • • Rh I PRODU SITE-SPECIFIC ONRS MEAPPLICATION. EN DO NOT INCLUDE 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH / CHAPTER 61015 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. ANY MODIFICATION OR ADDITION TO THESE APPROVAL DOCUMENTS ARE NOT PERMITTED. INSTALLATION INSTRUCTIONS. 1. ANCHOR INSTALLATION SHALL BE MADE IN ACCORDANCE WITH THE / MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND / THIS MIAMI -DADE COUNTY, FLORIDA BCCO NOTICE OF ACCEPTANCE. / DRILL 1/2 "0 HOLES MIN. 1' DEEP INTO THE SUBSTRATE USING ANSI 894.12 -1977 CARBIDE - TIPPED MASONRY DRILL BIT. A PILOT HOLE OF 1/4 "0 FOR THE 1/4' SCREW IS DRILLED MIN. 1/4" LONGER THAN THE 1/2 "0 HOLE. 2. CLEAN HOLES OF DEBRIS AND DUST BEFORE INSTALLATION OF / ANCHOR. 3. USING THE RAPID SET TOOL, PLACE THE ANCHOR IN THE BACK OF THE HOLE AND SET THE ANCHOR BY SCREWING THE ZAMAC ALLOY CONE UNTIL THE ZAMAC INSERT I5 PULLED TO THE POINT THAT I5 FLUSH WITH OR EXTENDS BEYOND THE TOP OP THE LEAD SHEILD, SEE DETAIL 4. 4. ANCHORS SHALL NOT BE INSTALLED BEFORE THE CONCRETE HAS DEVELOPED ITS DESIGN STRENGTH. / TABLE NOTES. 1. SOLID -SET ANCHORS SHALL BE USED WITH 1/4 -20 18 -8 STAINLESS STEEL MACHINE SCREWS. MACHINE SCREWS REQUIRE A MINIMUM 1/2" / ENGAGEMENT OF THREADS. 2. CONCRETE SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE / MANUAL OF CONCRETE PRACTICE ACI 301 WITH NORMAL WEIGHT AND • A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 PSI AT 28 DAYS. • 3. HOLLOW CONCRETE MASONRY UNIT (CMU) SHALL CONFORM TO ASTM C -90 GRADE N, TYPE 1. WITH A MINIMUM COMPRESSIVE STRENGTH / U'm) OF 1800 P51. 4. ALLOWABLE LOADS ARE BASED ON THE ULTIMATE LOAD DIVIDED BY 4. 5. ANCHOR SPACING SHALL BE 3" MIN FOR 10070 TENSION AND SHEAR / CAPACITY. 4 VARIES USE ANY STANDARD HEAD STYLE 1 /4- 2018 -8 STAINLESS O 1 STEEL MACHINE SCREW SCALE. FULL SIZE ALL POINTS SOLID —SET ANCHORS O SOLID-SET ASSEMBLY $CALEI FULL SIZE .750" \ 1 /2" MIN. MACHINE SCREW ENGAGEMENT LEAD ALLOY SHIELD 2 SCALE, FULL SIZE EXISTING STRUCTURAL SUBSTRATE U_�1rYii�t1 i " EXISTING NON - STRUCTURAL S ilk lhk ,6 FINISH Q ZAMAC ALLOY INSERT $CALE. FULL SIZE INTERNALLY HEADED cc 5 0 m AS NOTED 2 0 1 J.W. Knezevkh Pweo.enr Pt 0 41 R II[MP Phu Pt 041901 N 7 2006 1"' 10/30/20061 1° "LICRI 05-5'62 ( sh eet 1 of 11 KuBuildex TAPCON ® CONCRETE & MASONRY ANCHOR HEAD 1 HEIGHT l HEAD 00.145° DIAMETER REF. HEAD HEIGHT HEAD HEIGHT • • • • 0 2 "'•"`"\\v"""\\AAN - ma PART LENGTH {— THREAD LENGTH 00.122' REF. ROOT DIAMETER 1. PILOT HOLE SHALL BE 1/4' LONGER THAN EMBEDMENT WITH 0.171" DIAMETER. 2. ALLOWABLE LOADS ARE BASED ON AVERAGE ULTIMATE TEST LOAD. DIVIDED BY 4. 3. CENTER TO CENTER DISTANCE OF 2 -1/4" L5 NECESSARY FOR 100% CAPACITY AND 1 -1/8" FOR 50% CAPACITY. 4. REFERENCE SHEET 2 FOR ADDITIONAL ANCHOR DIMENSIONS. 3/16" TAPCON 1' -0' = 1' -0' SIDE VIEW j PART LENGTH — THREAD LENGTH HEAD _ DIAMETER 00.190' 00.168" REF. REF. ROOT DIAMETER 1. PILOT HOLE SHALL BE 1/4' LONGER THAN EMBEDMENT WITH 0.200" DIAMETER 2. ALLOWABLE LOADS ARE BASED ON AVERAGE ULTIMATE TEST LOAD DIVIDED BY 4. 3. CENTER TO CENTER DISTANCE OF 3' 15 NECESSARY FOR 100% CAPACITY AND 1/2" FOR 50% CAPACITY. 4. REFERENCE SHEET 2 FOR ADDITIONAL ANCHOR DIMENSIONS. 1/4" TAPCON V-0" = 1' -0' 5IDE VIEW 00.210/0.205' FULL THREAD O.D, PART LENGTH t THREAD LENGTH HEAD 00.251" 00.226' REF. DIAMETER REF. ROOT DIAMETER 1. PILOT HQLE SHALL BE 1/4° LONGER THAN EM IVDTEITT WITH 0.263" DIAMETER. • • 2. ALL I/1OADS ARE BASED ON AVERAGE ULTIMATE TEST LOAD DIVIDED BY 4. • •3. CENTER T CENTER DISTANCeOF 3 -3/4' 15 54C %EL$AS/P�ATCIfiFO(R 10086 CAPACITY AND 1 -7/8' FOR • • 4. REFERENCE SHEET 2FIR ADDITIONAL ANCHOR • DIMENSIONS. • • • • 3/1 6 : ZAPCON 140' = 1' -0'y • • • • SIDE VIEW • • • •• •••• 00.150' REF. LOW THREAD DIAMETER 00.255/0.245' FULL THREAD O.D. 00.200' REF. LOW THREAD DIAMETER 00.315/0.305' FULL THREAD O.D. 00.252' REF. LOW THREAD DIAMETER 3/16" CARBON STEEL TAPCONS 1/4" TAPCONS !� = ,75r 9~0 �a= 5/16" CARBON STEEL TAPCON XL t EMBEDMENT IS THROUGH 1 -1/4' FACE SHELL OF HOLLOW BLOCK tt EMBEDMENT DEPTH IS INTO 31(31 CONCRETE, WITH THE WOOD BUCK LOCATED BETWEEN CONCRETE AND SIDE MEMBER PRODUCURSTIEWBD z w w CI Z w coandying with IleFlaiA• scCAL Suadits3 Cade AODCptIr►v >•i0 / - .-. 0 009 .. • • • • • • • •••• • • •••• • •• • • • • • • • • FRANK EMBEDMENT EDGE E DISTANCE TENSION (LB) SHEAR (1-8) HOLLOW STEEL SHEAR (LB) 1 -1/8' 84 112 BLOCK 1 -114• 2 -5/8" 89 197 1 195 1 " 1 -1/8' 129 147 2-518' 128 157 CONCRETE 190 (3192 PSI MIN) 2-1/2 1- 118 384 180 275 1-3/4' 25/8' 354 229 KuBuildex TAPCON ® CONCRETE & MASONRY ANCHOR HEAD 1 HEIGHT l HEAD 00.145° DIAMETER REF. HEAD HEIGHT HEAD HEIGHT • • • • 0 2 "'•"`"\\v"""\\AAN - ma PART LENGTH {— THREAD LENGTH 00.122' REF. ROOT DIAMETER 1. PILOT HOLE SHALL BE 1/4' LONGER THAN EMBEDMENT WITH 0.171" DIAMETER. 2. ALLOWABLE LOADS ARE BASED ON AVERAGE ULTIMATE TEST LOAD. DIVIDED BY 4. 3. CENTER TO CENTER DISTANCE OF 2 -1/4" L5 NECESSARY FOR 100% CAPACITY AND 1 -1/8" FOR 50% CAPACITY. 4. REFERENCE SHEET 2 FOR ADDITIONAL ANCHOR DIMENSIONS. 3/16" TAPCON 1' -0' = 1' -0' SIDE VIEW j PART LENGTH — THREAD LENGTH HEAD _ DIAMETER 00.190' 00.168" REF. REF. ROOT DIAMETER 1. PILOT HOLE SHALL BE 1/4' LONGER THAN EMBEDMENT WITH 0.200" DIAMETER 2. ALLOWABLE LOADS ARE BASED ON AVERAGE ULTIMATE TEST LOAD DIVIDED BY 4. 3. CENTER TO CENTER DISTANCE OF 3' 15 NECESSARY FOR 100% CAPACITY AND 1/2" FOR 50% CAPACITY. 4. REFERENCE SHEET 2 FOR ADDITIONAL ANCHOR DIMENSIONS. 1/4" TAPCON V-0" = 1' -0' 5IDE VIEW 00.210/0.205' FULL THREAD O.D, PART LENGTH t THREAD LENGTH HEAD 00.251" 00.226' REF. DIAMETER REF. ROOT DIAMETER 1. PILOT HQLE SHALL BE 1/4° LONGER THAN EM IVDTEITT WITH 0.263" DIAMETER. • • 2. ALL I/1OADS ARE BASED ON AVERAGE ULTIMATE TEST LOAD DIVIDED BY 4. • •3. CENTER T CENTER DISTANCeOF 3 -3/4' 15 54C %EL$AS/P�ATCIfiFO(R 10086 CAPACITY AND 1 -7/8' FOR • • 4. REFERENCE SHEET 2FIR ADDITIONAL ANCHOR • DIMENSIONS. • • • • 3/1 6 : ZAPCON 140' = 1' -0'y • • • • SIDE VIEW • • • •• •••• 00.150' REF. LOW THREAD DIAMETER 00.255/0.245' FULL THREAD O.D. 00.200' REF. LOW THREAD DIAMETER 00.315/0.305' FULL THREAD O.D. 00.252' REF. LOW THREAD DIAMETER 3/16" CARBON STEEL TAPCONS 1/4" TAPCONS !� = ,75r 9~0 �a= 5/16" CARBON STEEL TAPCON XL t EMBEDMENT IS THROUGH 1 -1/4' FACE SHELL OF HOLLOW BLOCK tt EMBEDMENT DEPTH IS INTO 31(31 CONCRETE, WITH THE WOOD BUCK LOCATED BETWEEN CONCRETE AND SIDE MEMBER PRODUCURSTIEWBD z w w CI Z w coandying with IleFlaiA• scCAL Suadits3 Cade AODCptIr►v >•i0 / - .-. 0 009 .. • • • • • • • •••• • • •••• • •• • • • • • • • • FRANK EMBEDMENT EDGE DISTANCE CARBON TENSION (LB) STEEL SHEAR OA STAINLESS TENSION (LO) STEEL SHEAR (LB) HOLLOW BLOCK 1 -1/4' 1' 117 94 148 107 2 -1/2• 1 195 284 160 279 CONCRETE (3192 PSI MIN) / 1 " 1' 209 115 190 148 2-1/2 212 297 180 275 1 1' _ 510 115 488 189 2 -1/7 575 384 847 472 KuBuildex TAPCON ® CONCRETE & MASONRY ANCHOR HEAD 1 HEIGHT l HEAD 00.145° DIAMETER REF. HEAD HEIGHT HEAD HEIGHT • • • • 0 2 "'•"`"\\v"""\\AAN - ma PART LENGTH {— THREAD LENGTH 00.122' REF. ROOT DIAMETER 1. PILOT HOLE SHALL BE 1/4' LONGER THAN EMBEDMENT WITH 0.171" DIAMETER. 2. ALLOWABLE LOADS ARE BASED ON AVERAGE ULTIMATE TEST LOAD. DIVIDED BY 4. 3. CENTER TO CENTER DISTANCE OF 2 -1/4" L5 NECESSARY FOR 100% CAPACITY AND 1 -1/8" FOR 50% CAPACITY. 4. REFERENCE SHEET 2 FOR ADDITIONAL ANCHOR DIMENSIONS. 3/16" TAPCON 1' -0' = 1' -0' SIDE VIEW j PART LENGTH — THREAD LENGTH HEAD _ DIAMETER 00.190' 00.168" REF. REF. ROOT DIAMETER 1. PILOT HOLE SHALL BE 1/4' LONGER THAN EMBEDMENT WITH 0.200" DIAMETER 2. ALLOWABLE LOADS ARE BASED ON AVERAGE ULTIMATE TEST LOAD DIVIDED BY 4. 3. CENTER TO CENTER DISTANCE OF 3' 15 NECESSARY FOR 100% CAPACITY AND 1/2" FOR 50% CAPACITY. 4. REFERENCE SHEET 2 FOR ADDITIONAL ANCHOR DIMENSIONS. 1/4" TAPCON V-0" = 1' -0' 5IDE VIEW 00.210/0.205' FULL THREAD O.D, PART LENGTH t THREAD LENGTH HEAD 00.251" 00.226' REF. DIAMETER REF. ROOT DIAMETER 1. PILOT HQLE SHALL BE 1/4° LONGER THAN EM IVDTEITT WITH 0.263" DIAMETER. • • 2. ALL I/1OADS ARE BASED ON AVERAGE ULTIMATE TEST LOAD DIVIDED BY 4. • •3. CENTER T CENTER DISTANCeOF 3 -3/4' 15 54C %EL$AS/P�ATCIfiFO(R 10086 CAPACITY AND 1 -7/8' FOR • • 4. REFERENCE SHEET 2FIR ADDITIONAL ANCHOR • DIMENSIONS. • • • • 3/1 6 : ZAPCON 140' = 1' -0'y • • • • SIDE VIEW • • • •• •••• 00.150' REF. LOW THREAD DIAMETER 00.255/0.245' FULL THREAD O.D. 00.200' REF. LOW THREAD DIAMETER 00.315/0.305' FULL THREAD O.D. 00.252' REF. LOW THREAD DIAMETER 3/16" CARBON STEEL TAPCONS 1/4" TAPCONS !� = ,75r 9~0 �a= 5/16" CARBON STEEL TAPCON XL t EMBEDMENT IS THROUGH 1 -1/4' FACE SHELL OF HOLLOW BLOCK tt EMBEDMENT DEPTH IS INTO 31(31 CONCRETE, WITH THE WOOD BUCK LOCATED BETWEEN CONCRETE AND SIDE MEMBER PRODUCURSTIEWBD z w w CI Z w coandying with IleFlaiA• scCAL Suadits3 Cade AODCptIr►v >•i0 / - .-. 0 009 .. • • • • • • • •••• • • •••• • •• • • • • • • • • FRANK EMBEDMENT EDGE DISTANCE TENSION (LB) SHEAR (LB) HOLLOW BLOCK 13/4• t 4' 281 LB 570 LB �� 1 -9118' 1 262 333 1 -1/4' 2 -3/16' 301 431 3-1/8' 301 543 1 -9/18 1 505 382 1-3/4' 2- 3/18' 563 626 3.1/8 683 827 1 -9/18 1 713 489 2-1/4' 2 -3/18" 780 812 3-1/8' 1 788 852 GROUT FILLED 1314' 1 487 708 BLOCK 2-1/4' 4 " j 942 785 THRU 24 WOOD BUCK (G.0.36 MIN) 1-3/4' fl 1314' — 312 TO 3KSI MIN CONCRETE 1 KuBuildex TAPCON ® CONCRETE & MASONRY ANCHOR HEAD 1 HEIGHT l HEAD 00.145° DIAMETER REF. HEAD HEIGHT HEAD HEIGHT • • • • 0 2 "'•"`"\\v"""\\AAN - ma PART LENGTH {— THREAD LENGTH 00.122' REF. ROOT DIAMETER 1. PILOT HOLE SHALL BE 1/4' LONGER THAN EMBEDMENT WITH 0.171" DIAMETER. 2. ALLOWABLE LOADS ARE BASED ON AVERAGE ULTIMATE TEST LOAD. DIVIDED BY 4. 3. CENTER TO CENTER DISTANCE OF 2 -1/4" L5 NECESSARY FOR 100% CAPACITY AND 1 -1/8" FOR 50% CAPACITY. 4. REFERENCE SHEET 2 FOR ADDITIONAL ANCHOR DIMENSIONS. 3/16" TAPCON 1' -0' = 1' -0' SIDE VIEW j PART LENGTH — THREAD LENGTH HEAD _ DIAMETER 00.190' 00.168" REF. REF. ROOT DIAMETER 1. PILOT HOLE SHALL BE 1/4' LONGER THAN EMBEDMENT WITH 0.200" DIAMETER 2. ALLOWABLE LOADS ARE BASED ON AVERAGE ULTIMATE TEST LOAD DIVIDED BY 4. 3. CENTER TO CENTER DISTANCE OF 3' 15 NECESSARY FOR 100% CAPACITY AND 1/2" FOR 50% CAPACITY. 4. REFERENCE SHEET 2 FOR ADDITIONAL ANCHOR DIMENSIONS. 1/4" TAPCON V-0" = 1' -0' 5IDE VIEW 00.210/0.205' FULL THREAD O.D, PART LENGTH t THREAD LENGTH HEAD 00.251" 00.226' REF. DIAMETER REF. ROOT DIAMETER 1. PILOT HQLE SHALL BE 1/4° LONGER THAN EM IVDTEITT WITH 0.263" DIAMETER. • • 2. ALL I/1OADS ARE BASED ON AVERAGE ULTIMATE TEST LOAD DIVIDED BY 4. • •3. CENTER T CENTER DISTANCeOF 3 -3/4' 15 54C %EL$AS/P�ATCIfiFO(R 10086 CAPACITY AND 1 -7/8' FOR • • 4. REFERENCE SHEET 2FIR ADDITIONAL ANCHOR • DIMENSIONS. • • • • 3/1 6 : ZAPCON 140' = 1' -0'y • • • • SIDE VIEW • • • •• •••• 00.150' REF. LOW THREAD DIAMETER 00.255/0.245' FULL THREAD O.D. 00.200' REF. LOW THREAD DIAMETER 00.315/0.305' FULL THREAD O.D. 00.252' REF. LOW THREAD DIAMETER 3/16" CARBON STEEL TAPCONS 1/4" TAPCONS !� = ,75r 9~0 �a= 5/16" CARBON STEEL TAPCON XL t EMBEDMENT IS THROUGH 1 -1/4' FACE SHELL OF HOLLOW BLOCK tt EMBEDMENT DEPTH IS INTO 31(31 CONCRETE, WITH THE WOOD BUCK LOCATED BETWEEN CONCRETE AND SIDE MEMBER PRODUCURSTIEWBD z w w CI Z w coandying with IleFlaiA• scCAL Suadits3 Cade AODCptIr►v >•i0 / - .-. 0 009 .. • • • • • • • •••• • • •••• • •• • • • • • • • • FRANK A iaml Shores Village BY DATE 'APPROVED ZONING DEPT _ ItED DEPT e/ /'(6 -if FEDERAL SUBJECT TO COMPLIANCE WITH ALL 3 3STATE AND COUNTY RULES AND REGULATIONS 16/4/2010 Co mmuni Affairs BCIS Home I Log In l User Registration Hot Topics € Submit Surcharge l Stets &Fats I Publications I FBC Staff 1 BCIS Site Map Links 1 Search Product Approval Menu > Product or Application Search > Application List > Application Detaf FL # FL872 -R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Approval USER: Public User Product Manufacturer Southem Extrusion, Inc Address /Phone /Email Authorized Signature Tim Baughn seishutters @bellsouth.net Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Shutters Subcategory Bahama Compliance Method Florida Engineer or Architect Name who developed the Wendell W. Haney Evaluation Report Florida License PE -54158 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By L.F. Schmidt, P.E. • Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence o Certified By Sections from the Product Approval Method Florida Building Code Online 12/10/09: QA expiration date updated to 12/31 /2011 per the confirmation from NAMI -TB&A. • 3401 W. Navy Boulevard Pensacola, FL 32504 (850) 432 -2485 selshutters@bellsouth.net Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report - Hardcopy Received FL872 R3 COI CERT OF INDEPENENCE.odf Standard Accepted Engineering Practice TAS 201, 202, 203 Method 1 Date Submitted 06/21/200 Date Validated 07/08/200 Date Pending FBC Approval 07/11/200 ADI Year 2007 1994 floridabuilding.org /pr /pr app dti.aspx ?... 1/2 lb/4/2010 Date Approved Summary of Products Florida Building Code Online 09/15/2008 1Backl lNextI Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I Coovrieht Statement 1 Accessibility Statement I plug -In Software 1 Customer Service Survey I Contact Us Product Approval Accepts: log Crec t r SAFE floridabuilding.org/pr/pr_app_dthaspx?... 2/2 FL # Model, Number or Name Description 872.1 a. Bahama Hurricane Shutter Extruded Aluminum Bahama Shutter - Maximum Size 57.0" x 88.0" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 872.1 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation Instructions FL872 R3 II INST 872.1.odf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL872 R3 AE EVAL 872.1.adf Created by Independent Third Party: Yes 872.2 b. Bahama Hurricane Shutter Extruded Aluminum Bahama Shutter - Maximum Size 96.0" x 96.0" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 872.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL872 R3 II INST 872.2.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL872 R3 AE EVAL 872.2.odf Created by Independent Third Party: Yes lb/4/2010 Date Approved Summary of Products Florida Building Code Online 09/15/2008 1Backl lNextI Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I Coovrieht Statement 1 Accessibility Statement I plug -In Software 1 Customer Service Survey I Contact Us Product Approval Accepts: log Crec t r SAFE floridabuilding.org/pr/pr_app_dthaspx?... 2/2 R R W Building Consultants, Inc. Report No.: FL -872.2 R3 Date: April 23, 2008 Product Category: Shutters Product sub - category: Colonial Product Name: Extruded Aluminum Bahama Hurricane Shutter "Impact" Manufacturer: B Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Southern Extrusions, Inc. 3401 W. Navy Boulevard Pensacola, FL 32504 Phone 850.432.2485 Facsimile 850.432.2486 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Southern Extrusions, Inc. based on Rule Chapter No. 9B- 72.070, Method ld of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No. FL -872.2 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. G Wendell No. 54158 April 23, 2008 PF1129 Sheet 1 of 3 PF1129 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements including the "High Velocity Hurricane Zone ". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "High Velocity Hurricane Zone" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind -borne debris protection this product complies with Section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. Site conditions that deviate from the details of drawing FL -872.2 require further engineering analysis by a licensed engineer or registered architect. 6. Aluminum shutter material shall be 6063 -T6. 7. The engineer or architect of record is responsible for determining the wind loads for any specific application and to determine that the existing structure is capable of withstanding the loads imposed by the shutter system. 8. See drawing FL -872.2 for size and design pressure limitations. Wendell W FL No. April 23, 2 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL -872.2 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL -07 -0220 -1, dated February 20, 2007, signed by Wendell W. Haney, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL -07 - 0220-1. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Southern Extrusions, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Wendell W 4,; P.E. FL No • 411111 April 3, 2008 PFD 129 Sheet 3 of 3 Customer: 1A/436-1 )M) act& ,Jt qR s4- Mittaii swept, c- 35ibe Mean Roof Height: Exposure: Roof Slope: Elevation: End Zone: WIND CHART: Positive: Negative Int Zone: 50 4 Negative End Zone: (2.. WILLARD COMPANY NC. lilEO )CT 1 um BY: ..... Date: Order #: Color: ArCiRt3 4 6 8 9 10 Width 3 8 3 9 Product Anchor IIE-7 PIWZMIPTE111 CM EII ga, rill .1/PSIIE F2WATSVM1 WPM "DEM nell MINK POI API P• INVTAM IEI o' WA' liElikTAIM10/1 4 • OD '1"111 WPJ I I 16 Fran I EMI I I Vol I I .F Er Pa I !r4IM WM 1 IEEI Val IEMPLIMI 1 8 'mom A _ u_arzararavivaa gza 19 ILV7 waAlnal 11= 20 L f 1"111111 Zone Product An hor UNIT # WIDTH (IN) HEIGHT (IN) PD (PSF) + — 4 80 51. 5 46.5 62. 2 7 80 51.5 46.5 50. 4 8 80 51.5 46.5 50. 4 11 57 52 46.5 50. 4 14 44 52 46.5 62. 2 19 80 27 46.5 50. 4 20 44 27 46.5 50. 4 APPROVED BY DATE Zo ► 80 B S S CON2 Miami Shores Village 17 W5- is -i? UNIT MARK 11 if:0 4 C❑N1 UNITS MARK 4, 7 AND 8 A A -16 AT • CON2 CON2 TYPICAL TOP HINGE ANCHORAGE: 1/4° TAPCONS WITH MIN. 1 -3/4' PENETRATION INTO CONCRETE SPACED AT MAXIMUM 8 °OC —17- • 8 16 10 ANC MAX. 0 —.17 — ORS AT 8° ❑C - -17- 16 UNIT MARK 19 SHUTTER SCHEDULE CON2 cu 1 J GENERAL NOTES: 44 18 -- --181 6 AN HORS AT MAX. 8 OC C ON2 4 — CON2 C ❑N1 UNIT MARK 14 MO 188 -1816 6 AN HORS AT MAX. 8° OC CON2 —CON1 UNIT MARK 20 CON2 CON 1 e 4 SHUTTER RAIL 2 PER CLIP 1/4 -20 SOLID —SET 1' INTO MASONRY CON 2 3 PER CLIP 1/4 -20 SOLID —SET 1° INTO MASONRY SHUTTER RAIL 1— CODE: FLORIDA BUILDING CODE 2007 ED. 2- DESIGN LOAD: BASED ON ASCE 7 -05, V =146 MPH, EXPOSURE C, ENCLOSED 3— PRODUCT: EXTRUDED ALUMINUM BAHAMA HURRICANE SHUTTER, MANUFACTURED BY SOUTHERN EXTRUTION INC. WITH FLORIDA BUILDING APPROVAL FL872 (1:2) 4— CONTRACTOR TO USE THIS DRAWINGS IN C❑NJUNCTI ❑N WITH THE MANUFACTURER PRODUCT APPROVAL. 6— CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR FABRICATION 7— PRODUCT IN COMPLIANCE WITH FLORIDA BUILDING CODE TESTING PROTOCOLS TAS 201, TAS 202 AND TAS 203. MANUFACTURER: W i l l a r d Shutters Co., Inc. 4420 NW 35TH COURT MIAMI — FL 33142 TEL. ( 305) 633 -0162 FAX ( 305) 638 -8634 JOB: SHUTTER DESIGN Bennet Residence 1196 NE 98 STREET MIAMI - FLORIDA Engineering: IEngTo 11nr. CA 8116 6971 W. Sunrise BIvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 JAN 0 6 2011 Engineer Seal Pedro De Figueiredo PE 52609 Date: 10/23/10 Scale: na Design by: PPMF DRAFTING: PK DRAFTING & MORE Drawing Number 10 -220 Sheet 1 of 1 TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES 2 VERTICAL CROSS SECTIONS MASONRY & STUD CONSTRUCTION 3 HORIZONTAL CROSS SECTIONS MASONRY & STUD CONSTRUCTION 4 ANCHORING LOCATIONS 2X STUD INSTALLATION 5 ANCHORING LOCATIONS MASONRY INSTALLATION 6 BILL OF MATERIALS & COMPONENTS OVERALL FRAME DIMENSION DESIGN PRESSURE POS. NEG. 96.00" x 96.00" +50. —50.0 GENERAL NOTES Southern Extrus io 3401 W. NAVY BLVD. PENSACOLA, FL. 32505 TEL: 850 -432 -2485 FAX.: 850- 432 -2486 $.. it I c. EXTRUDED ALUMINUM BAHAMA HURRICANE SHUTTER "IMPACT" 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE STRUCTURAL REQUIREMENTS INCLUDING THE "HIGH VELOCITY HURRICANE ZONE ". 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED IN THE "HIGH VELOCITY HURRICANE ZONE" THIS PRODUCT COMPLIES WITH SECTION 1626 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. 4. WHEN USED IN AREAS OUTSIDE OF THE "HVHZ" REQUIRING WIND —BORNE DEBRIS PROTECTION THIS PRODUCT COMPLIES WITH SECTION 1609.1.2 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. THIS PRODUCT MEETS MISSILE LEVEL "D" AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E1996. 5. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 6. ALUMINUM SHUTTER MATERIAL SHALL BE 6063 —T6. 7. THE ENGINEER OR ARCHITECT OF RECORD IS RESPONSIBLE FOR DETERMINING THE WIND LOADS FOR ANY SPECIFIC APPLICATION AND TO DETERMINE THAT THE EXISTING STRUCTURE IS CAPABLE OF WITHSTANDING THE LOADS IMPOSED BY THE SHUTTER SYSTEM. 96.00" MAX. OVERALL SHUTTER WIDTH z w t c 0 ?- m w 0 cn z 0 r DATE: 04/16/08 SCALE: N. T.S. DWG. BY: JK CHK. BY: WWH DRAWING NO.: FL -872.2 SHEET 1 OF 6 TABLE 1 MIN. SEPERATION TO GLASS D.P. (PSF.) SEPERATION ±35.0 3.00" ±40.0 3.40" ±45.0 3.89" ±50.0 4.13" • 0 0 0 1"1 0 0 6 \ \ \\ \\\ \\ \ \\ \ \ \ \\ \ \ \ \i\\\\\= 4/ ties R4\ 4 • 0 0 a. a EMBEDMENT STUCCO 0 A 4 1i \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\= // w W 0 C7 Z ° H W (/) 0 t SURFACE TO BE PROTECTED SEE TABLE 1 SHEET 2 FOR MIN. SEPERATION TO GLASS VERTICAL CROSS SECTION MASONRY CONSTRUCTION 0 0 Eta 0 0 1_06 0 EXTERIOR SHEATHING DRYWALL 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. (SG >= 0.42) SURFACE TO BE PROTECTED SEE TABLE 1 SHEET 2 FOR MIN. SEPERATION TO GLASS 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. (SG >= 0.42) DRYWALL VERTICAL CROSS SECTION STUD CONSTRUCTION o) z "' V1 O� V Of J •6 co y > Z O co U N •: Z O Z 9 m o 2 m 0: = a U 0 0 r m w ~¢ 0 O z 0 ct DATE: 4/ 6/08 scALE: N.T.S. DWG. BY: JK CHK. 8Y: WWH DRAWING NO.: FL -872.2 SHEET 2 OF 6 0 F 2 0] m 0 0 0 0 z G 5 to 0 O 0 EDGE DISTANCE 2.75" MIN. EDGE DIST. 30 PSF < DP s 50 PSF .50" MIN EDGE DIST. FOR DP <= 30 PSF EXTERIOR SHEATHING 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. (SG >= 0.42) z N SURFACE TO BE m c� w PROTECTED < w 0 wE N 0 w 1 cn N z HORIZONTAL CROSS SECTION MASONRY CONSTRUCTION DRYWALL Q ' 1 ■7 I 11.J1\Jl = z (r O 0< SURFACE TO BE m c\I PROTECTED w �U0 x cnNz HORIZONTAL CROSS SECTION STUD CONSTRUCTION EJHr:_fililL STUCCO 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. (SG >= 0.42) A LM 0 0 DRYWALL EDGE DISTANCE 2.75" MIN. EDGE DIST. 30 PSF < DP s 50 PSF .50" MIN EDGE DIST. FOR DP <= 30 PSF N M 0n AN O M c -- 2 N C O) ui o WZ o \mo 00) J 13 t0 3 > X) O • M 0D U N O O Z m . 0 m 0: O Z 0 0 a 0 y O N O V a < • O m ° 0 O O ' a 0 m I.0 0 •0 0 U 0 CL. W z co ▪ j LY p LU CD �0 O j W � Z ((n U O U Q N Cc 00 9 m w << 0 O z 0) z 0 D- DATE: 4/16/08 SCALE N. T.S DWG. BY: JK CHK. BY: WWH DRAWING NO.: FL -872.2 SHEET 3 OF 6 4" 2 TYP. E■ • 8" MAX. ON CENTER • • • 2' TYP. W O�z v � z cn act zwix trc W�2 o W Q m O z p cg O Z 2 •: N r m 0 O Z cn z 0 v7 DATE 4/16/08 ScALE: N.T.S. DWG. BY: JK CHK. BY: WWH DRAWING NO.: FL -872.2 SHEET 4 OF 6 CONCRETE CONFORMING TO ACI 301 ANCHOR 1111 1/4" SAMMY'S SSC TAPCON SG EM = 1.75" CL = 3" ED = 2.5" (3,295 psi MIN. CONC.) OM 1/4" ALL POINTS SOUD -SET ANCHOR x 7/8" EMBED EM = 0.875" 1/4" ALL POINTS SOUD -SET ANCHOR x 7/8" EMBED EM = 0.875" CL =3" ED =2" (3.000 PSI MIN. CONC.) E =if grim/Hump. 1/4" POWERS FASTENER TAPPER EM = 1.75 CL = 3.0" ED = 3.0" HOLLOW BLOCK CONFORMING TO ASTM C90 ANCHOR SAMMY'S SSC 1/4° TAPCON SG EM = 1.25" CL = 3" ED = 2.5" inn nri 1/4" ALL POINTS SOUD -SET ANCHOR x 7/8" EMBED EM = 0.875" CL =3" ED = 2 4 " 6" TYP. 8" MAX. ON CENTER 0.190" 1.63" L II 0.245" --" -I I+ N ci ()MASONRY ANCHOR SCHEDULE 8B MOUNTING BRACKET ALUMINUM 6063 —T6 EM = MINIMUM EMBEDMENT (PENETRATION) CL = MINIMUM CENTER TO CENTER ANCHOR SPACING ED = EDGE DISTANCE 0 O 0. og F= 0 J O CD Et 1r z Q >- m 0 O Z cn Z O rri 0- DATE: 4/16/08 SCALE N.T.S DWG. BY: JK CHK. BY: WWH DRAWING NO.: FL -872.2 SHEET 5 OF 6 R: \A - Projects\Project Folders \Proj 1101 - 1200 \pf1129 \D. RWEiC Drawings\RWBC Drawings \FL \FL \FL Model Documents Prepared By: PART OR ASSEMBLY: BILL OF MATERIALS 1 LOUVER 6063 -T6 0.060" ALUM. 2 LOUVER /INSERT 6063 -T6 0.060" ALUM. 3 STILE /RAIL 6063 -T6 0.060" ALUM. 4 EXTRUDED NYLON CORNER KEY ALUM. 5 STRUCTURAL ADHESIVE - 6 FEMALE HINGE ALUM. 7 MALE HINGE TOP RAIL ALUM. 8 MOUNTING BRACKET WOOD ALUM. 8A MOUNTING BRACKET MASONRY ALUM. 8B MOUNTING BRACKET MASONRY ALUM. 12 3/16" DIA. POP RIVET ALUM. 13 ANCHORS - SEE MASONRY ANCHOR SCHEDULE STEEL 14 VERTICAL SUPPORT SLAT ALUM. 15 #14 X 3 -1/2" PFH WOOD SCREW STEEL 16 MASONRY CONCRETE 17 2X FRAMING WOOD 18 #14 X 4" H.H. LAG SCREW STEEL t O 3.00" -�{ r- 0.75'• I O MOUNTING BRACKET ALUMINUM 6063 -T6 WOOD FRAME INSTALLATION 1 in 0 In 0 1 -••-- 0.7 0 t 0 1 i 0w 5" 1 N o M_ r � O I�- 2" I -�{ r 0.75 0.75" L .4- 2.00" --•-I SA MOUNTING BRACKET ALUMINUM 6063 -T6 MASONRY INSTALLATION 1 0 O 1 N) 171 1.500" , ©Mc) 1 1.193" O EXTRUDED NYLON CORNER KEY 1.294" r 6 FEMALE HINGE EXTRUDED ALUMINUM 6063 -T6 1.082" • M O Tr 0 O 00 0 N VERTICAL SUPPORT SLAT ALUMINUM 6063 -T6 .060" TYP. WALL THK. 1.052" 1 1.156" 1.070" to co rn N 1 0.459 0) N N 7-. o >Y 4o. 0 1.048" 0 0 N II F 1 --0 .1 1.294" m- 7 MALE HINGE TOP RAIL EXTRUDED ALUMINUM 6063 -T6 0.060" TYP. WALL THK. CO EXTRUDED ALUMINUM O EXTRUDED 6063 -T6 D STILE/RAIL EXTRUDED ALUMINUM 6063 -T6 0.060" TYP. WALL THK. 6063 -T6 0.060" TYP. WALL THK. 0.060" TYP. WALL THK. a Et 4, E 0 ° 0 g m M MI ? M n r N ? td 11 ° p z z F ° N ` ° -J p (o TO O 0 a . z 0 z ° 9 a3 2 D . ° o maa m 0 O a P zz og§ a p � W � _ g E13" m W m 0 § °a O 0 m w O O z 0 z 0 DATE: 02/21/07 SCALE: N.T.S. olma eY: JK CHIC BY: WWH DRAWING NO.: FL -872.2 SHEET 6 OF 6 Florida Building Code Online Commun €ty Affairs BCIS Home I Log In j User Registration 1 Hot Topics 1 Submit Surcharge 1 Stats & Facts ; Publications FBC Stag ( BQS Site Map 1 Links i Search Product Approval USER: Public User product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL872 -R3 Application Type Revision Code Version 2007 Application Status Approved Comments 12/10/09: QA expiration date updated to 12/31/2011 per the confirmation from NAMI -TB&A. Archived Product Manufacturer Southern Extrusion, Inc Address /Phone /Email 3401 W. Navy Boulevard Pensacola, FL 32504 (850) 432-2485 seishutters@bellsouth.net Authorized Signature Technical Representative Address /Phone/Email Quality Assurance Representative Address /Phone /Email Category Shutters Subcategory Bahama Compliance Method Tim Baughn seishutters@bellsouth.net Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Wendell W. Haney developed the Evaluation Report Florida License PE -54158 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By L.F. Schmidt, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL872 R3 COI CERT OF INDEPENENCE.odf Referenced Standard and Year (of Standard) Standard Year Accepted Engineering Practice 2007 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Page 1 of 2 http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDqunvCd9FPwbaj5... 8/6/2010 Summary of Products FL # Model, Number or Name Description 872.1 a. Bahama Hurricane Shutter Extruded Aluminum Bahama Shutter - Maximum Size 57.0" x 88.0" Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 872.1 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. Installation Instructions FL872 R3 II INST 872.1.Ddf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL872 R3 AE EVAL 872.1.Ddf Created by Independent Third Party: Yes 872.2 b. Bahama Hurricane Shutter Extruded Aluminum Bahama Shutter - Maximum Size 96.0" x 96.0" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 872.2 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. Installation Instructions FL872 R3 II INST 872.2.Ddf Verifled By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL872 R3 AE EVAL 872.2.Ddf Created by Independent Third Party: Yes Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 06/21/2008 07/08/2008 07/11/2008 09/15/2008 Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement 1 Accessibility Statement I plua -in Software I Customer Service Survey I Contact Us Product Approval Accepts: Page 2 of 2 http: / /www.floridabuilding .org/pr /pr_app_dtl.aspx ?param= wGEVXQwtDqunvCd9FPwbaj 5... 8/6/2010 Report No.: FL -872.1 R3 Date: April 23, 2008 Product Category: Shutters Product sub- category: Colonial Product Name: Extruded Aluminum Bahama Hurricane Shutter "Impact" Manufacturer: R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Southern Extrusions, Inc. 3401 W. Navy Boulevard Pensacola, FL 32504 Phone 850.432.2485 Facsimile 850.432.2486 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Southern Extrusions, Inc. based on Rule Chapter No. 9B- 72.070, Method I d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire fmancial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). See Drawing No. FL -872.1 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell FL No. 5 April 23, 2 PF1129 Sheet 1 of 3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements including the "High Velocity Hurricane Zone ". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "High Velocity Hurricane Zone" this product complies with Section 1626 of the 2007 Florida Building Code and does not require an impact resistant covering. (tested to TAS 201, 202, 203) 4. When used in areas outside of the "HVHZ" requiring wind -borne debris protection this product complies with Section 1609.1.2 of the 2007 Florida Building Code and does not require an impact resistant covering. (tested to TAS 201, 202, 203) 5. Site conditions that deviate from the details of drawing FL -872.1 require further engineering analysis by a licensed engineer or registered architect. 6. Aluminum shutter material shall be 6063 -T6. 7. The engineer or architect of record is responsible for determining the wind loads for any specific application and to determine that the existing structure is capable of withstanding the loads imposed by the shutter system. 8. See drawing FL -872.1 for size and design pressure limitations. endell y, P.E. FL N April 23, 2008 PF1 129 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL -872.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Testing per TAS 201 -94, 202 -94 & TAS 203 -94 as performed by Certified Testing Laboratories and reported in test report CTLA- 1098W -1, dated July 23, 2003, signed by Ramesh Patel, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report CTLA- 1098W-1. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Institute, certifying that Southern Extrusions, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Wendell W FL No. 5 158 April 23, 2008 PF1129 Sheet 3 of 3 SHUTTER SCHEDULE # Width Height Zo e Product Anchor 1 v> DI # Width Height Zone Product An hor 1 YY 6 R - o r. I or-.. `' 11 61 5Z - hA - !� 2 � . rim aQ ` �� ■1 J * . t 1 O IR`pj 12 . 'i 1 EM1111011,2. F.M r iiM !: s [ I M a11111 WZ411 , Ill 3 WA a t EM P41 -4-oO" MJ 13 14 15 0 ' Wa IE 4 46 1577111111rirvi &I A. grime . All pan P. 4 • r'4 10 MMIIIMMO2 M allIVAIIII 6 L-R--- - - KyAta __ VAIMI 5 3 S 6"Z- KO S'd-L o 6 ME 9' UM. c4-6 - k %� 16 EIMPIMVIMAII 1MTELM WTIMICEMIKAIIIII 40 1- 7 Mir 7 WAMPTAL % MA/n.4 MI Ui 17 8 P ACM % ' $M A 18 9 FZ7� el Ka . O4 - WM 19 10 , r nF •- v ,.11 P Ma 20 Lira '2 s y `. .. b Customer: 3.gJJ,J L- )/t 11962 ASE. c S+ 0 ".t, Sho rem P1 3313 WI LLARD =7-SHUTTER COMPANY INC, Date: " 1' 25 l (� Order #: Color: 1 CRITERIA DATA Mean Roof Height: (9 -15 Exposure: Roof Slope: Elevation: End Zone: WIND CHART: 1 v> DI 'L � , 7 $1Zj • DESIGN LOADS Positive: Negative Int Zone: Negative End Zone: 4 (p .5 SO. 4 (p2.. 2- Customer: 3.gJJ,J L- )/t 11962 ASE. c S+ 0 ".t, Sho rem P1 3313 WI LLARD =7-SHUTTER COMPANY INC, Date: " 1' 25 l (� Order #: Color: 1 rtnfo w a 1 ,r >,�a'. ... a. f;e✓ Width . >? . Height Mean Roof Height: - 1 Exposure: C Roof Slope: 1 V>' Ogi Elevation: t 2. End Zone: • 7 WIND CHART t,• Positive: 4(0 4 3 Negative Int Zone: 50, 4 Negative End Zone: (Q2.. 2. — � Owti 4 3 y rtnfo w a 1 ,r >,�a'. ... a. f;e✓ Width . >? . Height 4 r"_..x ; . .. ,. ..�,: „` r' -„ Product ,.. -.,; �vi ®.a�. Anchor # ..�� ,`,�.. Width <. - Height t'� ..< Zone v .-a,. .;'a.<. :,. e.r >.t <.. -:a Product '�. �P„a.�:" Anchor 1 1 5' — � Owti 4 3 y 13 131 1111 W raMIllra 12MIELII ( SD 14 ' ►. � ^' 15 ni M vsm�t�m,:,r.� Ea LAM 4 ArMeriaMill Irl717 '' E=Iz 16 17 18 19 10 -.. -- ._ 20 Customer: 1?.02)ti S )j 4 lt9[o Aft. cm s+ me SW rect. +=1 3513 ILLARD DUMB COMPANY INC. Date: - 23 - 1 0 Order #: Color: SIIQP9 1 Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31-40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 62.0 76.6 LOCATION EXAMPLE BR ❑WARD COUNTY, PALM BEACH AND EITHER C ❑UNTIES Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31-40 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 M ❑NR ❑E COUNTY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & -z 5 0 -15 2.5 46.1 56.7 C21 50.4 62.2 ' - 16 -z(r 45.2 48.9 60.2 49.4 53.5 66.1 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 31 -40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 X5.9 - -62.2 67.5 83.3 MIAMI -DA E C ❑U FLORIDA BUILDING CODE 2007 - ASCE /SEI 7 -05 - WIND LOAD TABLES -140, 146, 150 mph - Exposure C - Enclosed Building with mean roof height less than or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY WIND PRESSURES IN PSF 146 MPH VELOCITY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7 -05 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category II Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSURE C (Section 6.5.6.3 - Open Terrain with scattered obstructions with heights less than 30') 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - Internal pressure GCpi =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt=1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. Roof Slope Ch) MEAN ROOF `5:>) \ HEI <NR _ a <= BW x 0.1 or a <= h x 0.4 BW less or equal than BL a must not be less than a= 3 feet or a= 0.04xBW WIND PRESSURES IN PSF 150 MPH VELOCITY EN6CO,rnc, Engineering Services - CA 8116 6971 W. SUNRISE BLVD. 104 PLANTATION - FLORIDA 33313 Tel: (954) 585-0304 Fax (954) 585 -0305 E -mail: Engco@AOL.com JUN 1 8 2010 PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 6/18/2010 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Fuji Aluminum & Shutters, Inc. 780 West 27 Street Hialeah, Florida 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ASSA / Residential Bertha Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 05 -130, titled "ASSA/ Residential Bertha Accordion Shutter ", sheets 1 through 10 of 10, and sheet 1 A of 10, prepared by Tilteco, Inc., dated 06/01 /2005, last revision #1 dated June 01, 2005, signed and sealed by Walter A. Tilsit Jr., P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #05- 0817.05 and consists of this page 1, evidence submitted pages E -1 and E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E., M.S. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov ./t y NOA No. 07 -0313.02 /`/ Expiration Date: 06/24/2012 0 6 / 2.9/2. , 7 Approval Date: 06 /28/2007 Page Fuji Aluminum & Shutters, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 0531.08 A. DRAWINGS 1. Drawing No. 02 -271, titled " ASSA/Residential Bertha Accordion Shutter ' , sheets 1 through 10 of 10, prepared by Tilteco, Inc., dated April 19, 2002 signed and sealed by Walter A. Tallit, Jr., P.E. on April 19, 2002. B. TESTS 1. See Association's generic approval under 98 -0103. C. CALCULATIONS 1. See Association's generic approval under 98 -0103. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 98 -0103. E. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc., dated March 26, 2002, certifying this product to meet the criteria of product tested and approved and allowing Fuji Aluminum &. Shutters, Inc. to use the test results approved under Miami -Dade County Approval No. 98 -0103, signed by Ms. Trudy Kip. 2. Acknowledgment letter by Fuji Aluminum & Shutters, Inc., dated April 3, 2002, signed by Mr. Jesus Solis. 3. Letter by Tilteco Inc., dated April 22, 2002, certifying that the drawing (No. 02 -271) prepared for Fuji Aluminum & Shutters, Inc., signed and sealed by Mr. Walter A. Tallit, Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 98 -209). 4. Acceptance Letter issued to Mr. Jesus Solis on June 17, 2002 and returned signed by Mr. Jesus Solis on June 19, 2002, who confirmed to issue the proposed Notice of Acceptance as presented and reviewed 2. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL # 05-0817.05 A. DRAWINGS 1. Drawing No. 05-130, titled "ASSA/ Residential Bertha Accordion Shutter ", sheets 1 through 10 of 10, and sheet 1A of 10, prepared by Tilteco, Inc., dated June 01, 2005, last revision #1 dated June 01, 2005, signed and sealed by Walter A. Tallit Jr., P.E. B. TESTS 1. See Association's generic approval under 05 -0167. E -1 elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0313.02 Expiration Date: 06/24/2012 Approval Date: 06/28/2007 Fuii Aluminum & Shutters, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. See Association's generic approval under 05 -0167. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0167. F. STATEMENTS 1. Letter by Tilteco Inc., dated August 04, 2005, certifying that the drawing (No. 05- 130) prepared for Fuji Aluminum & Shutters, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 05 -124). 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 05 -0167. C. CALCULATIONS 1. See Association's generic approval under 05 -0167. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0167. F. STATEMENTS 1. Letter by Tilteco Inc., dated March 07, 2007, certifying that Tilteco, Inc. is still the engineer of record for the above mentioned product and manufacturer and continues to be in the engineering business. E -2 elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 07 -0313.02 Expiration Date: 06/24/2012 Approval Date: 06/28/2007 OVERALL DESIGN PRE URE FAME amtNsioN PoS. A l 57.00" x 80.00" . +80.0 -Imo . • " • EXTRUDE() ALUMINUM BAHAMA HURRICANE SHUTTER • "IMPACT" GENERAL NOTES 1. •THIS PRODUCT HAS E N EVALUATED AND IS • IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE STRUCTURAL REQUIREMENTS INCLUDING THE "HIGH VELOCITY HURRICANE ZONE .pRoaucr ANcHoRs sHALI.: BE As usTED ANC: SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT 'TO :BASE MATERIAL SHALL BE BEYOND AVALL DRESSING OR .srucco; 3. WHEN USED IN THE "HIGH VELOCITY HURRICANE ZONE" THIS PRODUCT COMPLIES WITH SECTION 1626 OF THE 2007 FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. (TESTED TO TAS 201, 202, 203) 4. WHEN USED IN AREAS OUTSIDE OF THE NVI-Ir REQUIRING WIND-BORNE DEBRIS PROTECTION THIS PRODUCT COMPLIES WITH SECTION 1609.1.2 OF THE 2007 FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. (T ESTED TO TAS 201, 202, 203) 5. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. HK WWH mow FL-872.1 3401 W, NAVY BLVD. PENSACOLA, FL 3505 TEL 00-432-2485 FAX 850-432-2486 6. ALUMINUM SHUTTER MATERIAL SHALL BE 6063-T6. 7. TIE ENGINEER OR ARCHITECT OF RECORD IS RESPONSIBLE FOR DETERMINING THE W1ND LOADS FOR ANY SPECIFIC APPLICATION AND TO DETERMINE THAT THE EXISTING STRUCTURE IS CAPABLE OF WITHSTANDING rHE LOADS IMPOSED BY THE SHUTTER SYSTEM, TABLE OF CONTENTS • SHEET 1 DESCRIPTION TYPICAL. ELEVATION, DESIGN PRESSURES Jc GENERAL NOTES VERTICAL CROSS SECTIONS MASONRY & STUD CONSTRUCTION HORIZONTAL CROSS SECT, NS SQNRY & STUD - CONSTRUCTION ANCHORIN0 LOCATIONS STV ANCHOR LOCATIONS — MASONRY INSTALLATION NSTAUATIiJ BILL or MA R sk COMPONENTS STANDARD PIN NOTE BELoW --1/ OPTIONAL MOUN TING: BRACKET, SEE LATCH, SEE NOTE BELOW 57.00" :MAX OVERALL FRAME %MTH 0 0, ... 0 NOTE: THE ELEVATION ABOVE SHOWS BOTH THE STANDARD PIN LATCH AND THE OPTIONAL MOUNTING BRACKET. ONE OR THE OTHER IS USED AT ONE TIME. SEE CROSS SECTIONS SHEET 3 AND ANCHORING SHEET 4. SEE ANCHOR LOCATION SHEETS FOR LIMITATIONS ON USE OF THE STANDARD PIN LATCH BASED ON DP REQUIREMENTS. • . • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • EMBEDMENT STUCCO 2.75" MIN. TO FACE OF SURFACE SURFACE TO BE PROTECTED MASONRY WALL VERTICAL CROSS SECTION MASONRY CONSTRUCTION EXTERIOR SHEATHING 0 N DRYWALL 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. 2.75" MIN. TO FACE OF SURFACE SURFACE TO BE PROTECTED 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. • Z VERTICAL CROSS SECTION STUD CONSTRUCTION •• • • • • • • . ••• •• • • .••• •• • ••• •••• • •• •• • • • .0 7 0 kat 0 a • • • •• N • • • ' •• • • q • • m • • c • • • • • • • • • • • • u) Z 0 u) ce DATE: 4/23/08 SCALE N.T.S DWG. BY: JK cH( BY: WWH DRAWING NO.: FL -872.1 SHEET 2 OF 6 0 Z • • • • • •• • • • • a • • • MASONRY WALL 1 HORIZONTAL CROSS SECTION 3 MASONRY CONSTRUCTION W /OPTIONAL MOUNTING BRACKET STUCCO EXTERIOR SHEATHING SEE NOTE 1 EDGE DISTANCE FRAMED WALL 1 5/8" MIN. SURFACE TO BE PROTECTED SURFACE TO BE PROTECTED Z U) ia7 N N Z in r` N 0 CO HORIZONTAL CROSS SECTION STUD CONSTRUCTION W /OPTIONAL MOUNTING BRACKET LOCKING PIN MUST EXTEND THROUGH BOTH LEGS OF BRACKET EXTERIOR SHEATHING SURFACE TO BE — MASONRY WALL PROTECTED EDGE DISTANCE • Q . 4 STUCCO ////4 : / / % '/& r1- HORIZONTAL CROSS SECTION 3 MASONRY CONSTRUCTION W /STANDARD PIN LATCH NOTE 1: INSTALLERS SHALL INSURE THE SCREWS INSTALLED INTO STUD WALL CONSTRUCTION DO NOT FALL ON STUD INTERFACE JOINTS LOCKING PIN MUST EXTEND THROUGH BOTH LEGS OF BRACKET SURFACE TO BE PROTECTED STUD CONSTRUCTION W /STANDARD PIN LATCH 0 Z U / ) N N t HORIZONTAL CROSS SECTION .• • • • • • • • •• •. •• .. • • ••• . • ••••■ • ••••4 • • ID • • • • z ce 00 �'� 00 ZZZ = w z h i w: cj� croz. N cnuAl *3 .N1 Et CC Z CO 0 . 1 1 • • - • •• • • • • • •• • • • • • m w 0 0 z DATE: 4/23/08 SCAB N. T.S. DWG. BY: JK CHK. BY: WWH DRAWING NO.: FL -872.1 SHEET 3 OF 6 • • • • • • • • • • • • • • • THIS SIDE SHOWN ANCHORED WITH STANDARD PIN LATCH 0.75" 6" MAX. I ' I ON CENTER • • • • • • • • • • r ANCHORING LOCATION STUD INSTALLATION —� j ro— 0.75" THIS SIDE SHOWN ANCHORED WITH OPTIO AL MOUNTING CK to . M z n • o O m > M1 O P) V N .. Z 0 Z E S m c 0 a m CO E 0 0 W O z DATE: 4/23/08 SCALE: N.T.S DWG. BY: JK CHx. BY: WWH DRAWING NO.: FL-872. 1 SHEET 4 OF 6 0 0 • • • s • • • • HOLLOW BLOCK CONFORMING TO ASTM C90 J ANCHOR r 1/4" SAMMY'S SSC TAPCON SG EM = 1.25" CL =3' ED =2.5" 6. 1/4 "0 DYNABOLT EM = CL = ED = lW RED HEAD SLEEVE ANCHOR 0.875" 3" 1.5" 1/4" AU. ANCHOR EM = 0.875" CL = 3" ED = 2' 11\111111\ POINTS SOLD SET x 7/8" EMBED 0.75" THIS SIDE SHOWN ANCHORED WITH STANDARD PIN LATCH (STANDARD LATCH PIN CAN BE USED ON MASONRY INSTALLATIONS WHERE THE DP REQUIREMENT IS DP <= 55 PSF) 6" MAX. 0.C. FOR DP <= 55 PSF 4" MAX. 0.C. FOR 55 < DP <= 80 PSF —1—{ 1-4-- 0.75" • 0 • 0 0 ANCHORING LOCATION MASONRY INSTALLATION CD THIS SIDE SHOWN ANCHOREQ WITH OPTIONAL MOUNTING BRACKET FOR MASONRY 'CI 1 rf 0 0 O 2 O U 13 MASONRY ANCHOR SCHEDULE ANCHOR iau 1/4" SAMMYS SSC TAPCON SG EM = 1.75" CL = 3" ED = 2.5" (3.295 psi MIN. CONC.) 1111�I 1/4'0 ITW RED HEAD DYNABOLT SLEEVE ANCHOR EM = 0.875" CL = 3" ED =1.5" psi MIN. z ( 1/4" ALL POINTS SOLD -SET ANCHOR x 7/8" EMBED EM = 0.875" CL =3" ED =2" (3.000 PSI MIN. 1/4" POWERS FASTENER TAPPER EM = 1.75" CL = 3.0" ED = 3.0" n 0.125" 1 2" 8A MOUNTING BRACKET — MASONRY EXTRUDED ALUMINUM 6063 —T6 EM = MINIMUM EMBEDMEN • • v (PENETRATION) • = MINIMUM CENTER TO • • . • R ANCHOR SPACING .. • . o_ • ••• • •••• • •••• ED = EDGE DISTANCE • • • J B 0 > r7 O rr) U N •• Z ° 2 9m m da 0 C c ° ° o P . c 0. O Q ° 0 m 0 v E U i • • r • i • • • • • • • •• • • • • • • • • • • • ••• • •• • • m • J SHEET 5 OF 6 C) z TJ) z 0 DATE 4/23/08 SCALE: N. T.S DWG. BY: JK CHK. BY: WWH DRAWING NO.: FL -872.1 • • 0 z 10 0 O 5 rc Documents Prepared By: BILL OF MATERIALS 1 LOUVER 6063 -T6 0.060" ALUM. 2 LOUVER /INSERT 6063 -T6 0.060" ALUM. 3 STILE /RAIL 6063 -T6 0.060" ALUM. 4 NYLON CORNER KEY NYLON 5 STRUCTURAL ADHESIVE - 6 FEMALE HINGE ALUM. 7 MALE HINGE ALUM. 8 MOUNTING BRACKET WOOD ALUM. 8A MOUNTING BRACKET MASONRY ALUM. 9 LOCKING PIN ALUM. 10 THUMB SCREW STEEL 11 LATCH WOOD ALUM. 11A LATCH MASONRY ALUM. 12 3/16" DIA. POP RIVET ALUM. 13 ANCHOR - SEE MASONRY ANCHOR SCHEDULE STEEL 14 VERTICAL SUPPORT SLAT ALUM. 15 #12 X 3 -1/2" HEX HEAD SHEET METAL SCREW STEEL 0 0 L() 0 f 0.078" k- 0.578" 000 1 f 0.250" 1.156" ALUMINUM 6063 -T6 6.000" O - 0.750" 0.750" / 1 4 -20 THREAD f THRU O LOCKING PIN ALUMINUM 6063 -T6 LATCH MASONRY ALUMINUM 6063 -T6 .10" FULL DIA. f 1.375" 0.625" CD 0) 4.00" MOUNTING EXTRUDED 6063 -T6 0.068" - 0.302" in N co o - 1.969" .37 --. O FEMALE HINGE EXTRUDED ALUMINUM 6063 -T6 BRACKET - ALUMINUM ANCHOR LOCATION 2 CO CO OD 1.375" P7 to C0 I 1.052" T IM 1.156" 1.082" 1.000" I-4- 0.125" r 0 1.294" ri O 1 o� 14 VERTICAL SUPPORT SLAT ALUMINUM 6063 -T6 O LOUVER EXTRUDED ALUMINUM 6063 -T6 0.060" TYP. WALL THK. O LOUVER /INSERT EXTRUDED 6063 -T6 0.060" TYP. WALL THK. L 1.048" STILE /RAIL F 2.980" O NYLON CORNER KEY O -I 1.294" L O _ fd- O N M EXTRUDED ALUMINUM 6063 -T6 .060" TYP. WALL THK. 0.750" --■- 0 N 0 1/4 -20 THREAD r N rn 0.459" --��- 0.450" 10 THUMB SCREW STEEL 1.070" 7 MALE HINGE EXTRUDED ALUMINUM 6063 -T6 • 0 c. a 3 E a •• • .• • • •• • . • •.• • •• • • • • M PI o! . c Zoo. M N• • x o 0z 022 o 0 d0. o�= ifizN c, Z Q o occ •• • ° n • • 4 •• • a c I ac 0 0 20 a Ow � , 0 0 t zU m 1- CI- r • U • or •} •••• m • • • •• • • • •• • • •••• • ••• N. T.S BY: JK DRAWING NO.: FL -872.1 • DATE 4 23/08 SCALE: DWG. cHK. BY: WWH SHEET 6 OF 6 W 0 0 z m z 0 • • • 0 z m H z J m z 0 0 O z 0 J 0 0 0 0 0 • • • • • • • • • • GENERAL NOTES: 1. ACCORDION SHUTTER SHOWN ON THIS PRODUCT APPROVAL DOCUMENT HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE. 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 P.A.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Ma USED IN THEIR ANALYSIS. A DURATION FACTOR CD =1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. ACCORDION SHUTTE'R'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER AIL REPORT 0902.01 -98 AND 0701.01 -05, PER TAS -201, TAS -202. AND TAS -203 PROTOCOLS 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE / 10 x 3 ; 410 —HT MINIMUM SERIES W/ 135.0 ksi YIELD POINT & 180 ks1 TENSILE STRENNGTH. SCREWS SHALL. • BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Co, BOX 507 WEST CHESTER PA 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 —T6 ALLOY. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. 5. ALL ALUM /NUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 6. BOLTS TO BE 2024 —T4 ALUMINUM ALLOY GALVANIZED OR STAINLESS STEEL WITH 35 ksi MINIMUM MINIMUM WELD STRENGTH. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO DUSTING POURED CONCRETE: — 1/4 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER — 1/4 "0 ZAMAC NAIUN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. — 1/4 x 7/8" CAUL —/N AS MANUFACTURED BY POWERS FASTENERS. NOTES A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ZAMAC NAIUN INTO POURED CONCRETE IS 1 3/4". A2) 1/C0 x 7/8 CALK —IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE Ell /STING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 .& A2 ABOVE (B) TO EXISTING CONCRETE BLOCK WALL: 1/4 "0 TAPCON ANCHORS AS MANUFACTURED BY LT. W. BUILDEX. — 1/4 *(6 ZAMAC NAIUN ANCHORS AS MANUFACTURED POWERS FASTENERS INC. — 1/4 "0 x 7/8" CALK --IN AS MANUFACTURED BY POWERS FASTENERS, INC NOTES 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, AND ZAMAC NAILIN ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4 ° . B.2) 1/4 "0 x 7/8" CAUL —IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 SCREWS USED SHALL BE 1 1/2* LONG MINIMUM SHOULD STUCCO EXIST. 8.3) IN CASE THAT PRECAST STONE 01? 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 1 1/4" MINIMUM FOR ANCHORS MENTIONED IN B.1.), & 7/8" FOR ANCHORS MENTIONED IN 8.2.). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 8. THIS RESIDENTIAL ACCORDION SHU:ittt SYSTEM IS PATENT PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED IN WHOLE OR PART BY U.S PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 9. 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 SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 10. EACH UNIT MUST BEAR A PERMANENT LABEL IN A VISIBLE PLACE WITH A WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT ALL LOCKING PINS, AS WELL AS 807H LOCKERS MUST BE PROPERLY INSTALLED AND BOLTED DURING PERIODS OF HURRICANE WARNING. 11. SHUTTER'S MANUFACTURER LABEL SHALL BE PLACED ON ME EXPOSED SURFACE OF THE FEMALE LOCK SLAT (OMPONENT)OOR !Q ) ONE LABEL SHALL BE PLACED FOR EVERY OPENING, LABEL SHALL READ AS FOLLOWS: FUJI ALUMINUM & SHUTTER, INC. HL4LEAH, FZORIO A MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. 12. (a) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION, INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON MIS PRODUCT APPROVAL PROVIDED HE /SHE DOES NOT DEVIATE FROM THE' CONDITIONS DETAILED 014 THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S 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 (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER 70 THE P.A.D. 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 ENGINEER THAT PREPARED IT. AUG' 041005 PRODUCT M eomldyIngwfh tie Ha i& Wens Code Acceptance ,>•.EL9 °Z / IL E C 0 Inc: \ MUT TOWN « ENDINEENDIO COIVANr AU VI A :terviMia mli . ?MAW m14 ES- 0006719 WALTER A. TILLIE Jr., FLORIDA U 44167 R •• • • • • • • • • . • • •• .. • • • • ••.• • • • .• • • PRODUCT REVISED as complying with the Floret Balding Code Acceptance No O Expiration Date ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER FUJI ALUMINUM & SHUTTER INC, ptssA # 2 760 W 27 SWEET O PRO (,TM=1 i FAK(. 9 19- 460 ISSOSPIRSI AS ` 111/01,101 a. I 4 •••• • • •••• • • • • • •• • • • •• • •••• • • •••• • •• • • • •• • •••••• • F.B.C. (High Velocity Hurricane Zone) DRAWN ar N.C.V. 06/01/05 GATE 05 -130 05AWRNB No SHEET 1 OF 10 • • • • • •• • • • • • • • • • ••• • • ••• • • • • 1031" 0.679' REGULAR I- - 1156' --I © SILL ADAPTER SCALD 3/8 = 1' 1/4' 0 - 20 S S 1 7 �aow n HO LOCKING PIN SCALE: 3/8' = 1' astir .000" I L —T 0 MALE LOCK SLAT SG4LE 3/80 = 1' 8' Itln. FOR UP TO 9'-0' SHUTTER MADE LENGTH$ 0 12 196. FEW MUM? RUDE LEM4716 SWEATER DIAN 9'-o' 17012 - WALL HEADERS WALL HEADERS (warm USE) SCALE 3/8' = 1' 3.994' 2.291' 1994" 1.196' — 7 Q BOTTOM BUILT —OUT SCALE 3/8 = 1' l /4/- THUMBSCREWS lARE4 SEE ME BELOW ® ALTERNATE LOCKING PIN SCALE 3/8' = 1' 1.250' ® FEMALE LOCK SLAT SCALE: 3/8" = 1' COMPONENTS 1.000' +o ' I- - 5750" --! PLAN n ., B78' 1.124' — 2.000' REGULAR • SCALE 3/8' = 1" 1124' Lair 0 FEMALE END SLAT 0 MALE LOCK SLAT SCALE: 3/8' = 1 ' ® LOCKER SCALE 3/8' = 1" ® CEILING HEADER SCALE 3/8' = 1' II 1.250' h--A7 0' FRONT ELEVAITON 'AUG Q•5 2005 1074' -- - 1919' 1.2°°'1 1818' ALTERNATE Loan' �f STARTER STRIP SCALE 3/8 = 1" 0 FEMALE LOCK SLAT SCALE 3/8" = 1 • PRODUCT REVISED as complying with the Florida Belding Code Acceptance No ? , 7 � .` . r ■ n Date /1 1 tiNC.\ r ur mama * ENWNEER1NO tat7rtl�ANr : ( .,%a o P awwes E8- 0008719 P. WALTER FLORIDA ►� 4i1 E [-12.7,;-1 Ft2 1 1 __ ` 1025' .. 1015' REGULAR ALTERNATE ir k FEMALE RESIDENTIAL BLARE • : SCALE 3/8' = 1' .. • • mot= RENEWED 8 the iFierQtis adding Cad Aseeptaace NcsO ties Date _.L ..r /OI.r oct Control • o5 0. © SILL SCALE 3/8' = 1' 446.. k 4.1 ®i RESIDENTIAL BLADE SCALE 3/8' = 1' COVERED UNDER US PATENT j 5458179 069 •••• L n • 1- '...•' ' 07,5.0z. I' 1 • ton, 1- 1.560 --! ® LOCK CLIP 4" LONG SCALE 3/8' 0 1" 3.000' Max ® ALUMINUM ANGLE SCALE 3/8' = 1' F.B.C. (High Velocity Hurricane Zone) A55A / RESIDOM7IAL 8817K4 ACCORDION SH UTJER FUJI ALUMINUM & SHUT, NC. tit 2.35) 780 W 17 STREET Mt 005 =1 as 2 35510 aoaaraai limr ss r. 0.477' .• • • • • • • • • •• • • • • • • . • • •••• • • • • • •• • • • •. • •• • • . • .• • • • • •• • • ..• • • •. DRAWN BY 11.0.14 00/01/01 DAIS 05 -130 mama No SHEET IA OF 10 Iwo' as. sits. w/ 7/18 NYLON BUS #14,43/4' S.ALS 0 9' O.C. POURED CONCRETE REQUIRED CALK --IN ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) I KOLITNTG INEWLA MY - SRCTION A SCALE 3/8" = 1' / SEF NOTE * I� CALX - IN ANCHORS 8 ON ON SHEET 1) * 1.500 '.•. — S'GQN .81 * ALTERNATIVELY 7O 1' x Alum ANGLE W/ ANCHOR. DRILL HOLE AT© TO INSTALL CALK -IN AT D . COYER HOLE WITH NYLON CAPS SCALE 3/8' = 1' POURED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUpAE0 #lOx3' S.S. EMS. W/ 7/16'07/8' NYLON 1BSH p. B ' 2 O G i � EA. SIDE 1'x2'x1/B' Cant. ALfIMlNU11 ANGLE (8083 -T6 ALLOY) EDGE APPLICABLE SEE SCHEDULE FOR Min. SEPARATION 10 DOTING GLASS CONCRETE ANCHORS (SEE SCHEDULE SHEET 8 &NOTE01 014 ON SHEET 1) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) #1ox3' sS sits. W/ 7/18 LONG NYLON BUSHING (73". TOP r a 0. #10x3' S.S. S.M.S. W/ 7 1t7/8' NYLON Typ. TOP & BOTTOM (EXTINOR) B07MA1 WALL MOUNT NG MST,- r TION 4FI7ON 41 SG4LE 3/8" = 1 ._ rO -L 2005_ ED. xr r 016TAVCE" SCHEDULE ON NOTE FOR CCMEWATION OF SECTION : W� 007 CEA.6YG MOWING SECTIONS CAN BE IN ANY WAY TO SUIT ANY WSTALLA7IONL POURED CONCRETE 1. --SEE SCHEDULE FOR MM. SEPARATION TO EXISTING GLASS #1 3/16 4 4 Alum. POP RIVETS 0 12' O.C. ALTERNATE LOCATION FOR TOP LIP FASTENER / CONCRETE ANCHORS POURED (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) Pl0UCT nu empties with the triariti A+meptne No 0 7 c /Y. oZ Epdrodon Date • 1 7t - jz .4_4:r 1 Dieisfoo /1itIirNC.\ raw 76STIMO & DIGENEERINCI mown ua ., a fmr':° ► r i arm E8- 0008719 WALTER A. 7H.LIT Jr, P. E FLOL8R4 LM. # 44187 CONrRE7E ANCHORS (SEE SCHEDULE ON SHEET 8 A. NOTE 7 ON SHEET 1) n 1 1 \ #10x3' S.& S.M.& \ W/ im /B" BUSHING (». TOP EO ' EQ INTERIOR) E.D. Ir r I N 'r II I 11 11 E. D. • _I. pow SM.& W/ 7/16'0 x7/8' NYLON BUSHING ryP. TOP & BOTTOM (EXTERIOR) & BOTTOM (INTERIOR) #10x3/4' SS. SALE • ••••• OR 3/1810 Alum. POP • • • • RNETs p irD.0 . • • •. • an w 1-' '1"n e 1 1 •.•• • • . ••• • .•'. • ,CNILWG & FLOOR MOUNT. INSTALLA ?, • SECTION CTIQN B SALE 3/8' = la PRODUCT REVISED ae complyiig with the Florida Bolding Code Acceptance No O 98 / �. b Elm = don Date F.B.C. (High Velocity Hurricane Zone) ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER FUJI ALUMINUM t SHUTTER M. ('A # 238 780 W 27 STREET FLORIDA ,Y30 Pre (305x,111. )888 --8488 aaavEAM Mr OM /b sar 4 OXF • •• • • • •• • •••• • • •••• • •• • • • • •• • • ••• • • •.•• DRAWN BY M.C.V. 06/01/05 DATE 05 -130 0RA1fi N. SHEET 2 OF 10 • • • •• • • • • • • • • • ....•• POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED � SEE SCHEDULE FOR AIM. SEPARATION TO EXIS77NG GLASS #10x3/4" SIAS OR 3 /1B'Y Alum. POP RIVETS O 12" as ALTERNATE LOCATION I �NERS //. � • !/. / \ �ON Ci CONCRETE (SEE SCHEDULE ORNS SHEET 8 & NOTE 7 ON. SHEET 1) CONCRETE ANCHORS OW HHO SCHEDULE ON 1))ET8 EQ EQ u 1/400 -20 IS X3/4' PAN HEAD PHILLIPS BOLLS W/ NUT' O12 "0.C. 1 Apt. ---I 1.500' u n SCALE : 3/8" = 1' 1104' IS SAL& W/ 7/1 e0x9/8' LONG NYLON BUSHING Mix TOP. a 41 100' S.S SU.& W/ 7/18 "01t7/8' NYLON BUSHING (Typ TOP & BOTTOM!. EXTERIOR) & BOTTOM, INTERIOR) #10x3/4" SM1.S OR 3/18 "0 Alum. POP RIVETS O 12" 0.C. 1/4'0 -20 SS 4/4' PAN HEAD PHILLIPS BOLTS W/ NUT O 12 0.0. 1 Y _Ai • t / AUG-01: - 3005 TYPICAL ELEVATION N. T. s E. D. = DISTANCE SEE SH EEP 8 C ON OF 10) NOTE FOR COMBINATION OF SECTIONS : Wisi L ED OCIVCEILING MOUNTING SECTIONS CAN BE IN ANY WAY TO SUIT ANY 1NSTALLATIOM / BTU 1 7 Teter UMW & ENOINEENNIN COMPANY awe N.& ans s� eoaw 331111 pem. , ' - ° ems . a. -tsn se E8- 0008719 WALTER A TWO Jr., P. E FLORA LW. # 44187 au w RAN ALUMINUM & SHUTTER, INC., (ASSA / 235) 780W27SIREET (308 8�! 1 FLORIDA ,Si5 ear OW nro w-a71 WV A'S A I .. • • .• • • • • • .• •• • • • • •••• • • •••• • • • •• • • • •• • •••• • • ss c�paytng wit 1 PblO • • • • Bi 81ng Cade . • • • • PRODUCT RENefa• 3. aZ.. . lbspiration Date Ze BY PRODUCT REVIS ae complying with theDnorids Butting Code Acceptance No t) Ems nDate • 1!!!'24307 By ji /� / ff F.B.C. (High Velocity Hurricane Zone) ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER • DRAWN BY 'RV. 08/01/08 DATE 05 -130 DRAMS No SHEET 3 OF 10 CONCRETE 0. A FORS NOTE 7 ON , J • 14 9O' 0 �j O POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2712'x1/8' OR 3713)090' ALUMINUM TUBE (8063- ALLOY) 3/18'0 Alum POOP RIVETS OR ,{14x3/4' S.M.S. ® 5' 0.4 (Typ.) (BEYOND) ,CASE 1 2'x2'1( /6' OR AL 3 UMINUM TUBE ( -T5 REAR * OR (BEYOND) J3 /< P FOR LOCAING 1 '11'x1 /B' Cont. Alum. ANGLE (6063-T6 ALLOY) H� OR (BEYOND) (BEYOND) O REAR * H® OR BEYOND) (BEYOND) rolIt1 /8' Cant. Arum. ANGLE (6063 -T6 ALLOY) 3 /16'0 Alum. POP RIVETS 01? #14x3/4' S.S.M.S. 0 6 O.C. {np.) AC_ SE 2 SECTION E SIGN ID 3/8' = 1' 1/4'0 -20x1' LONG S.& M.S. S. 0 MIDHEIGHT OFVI 0 FRONT 01? REAR (10.) (BEYOND) 2712'x(/8' OR 3'x3'1.090' ALUMINUM TUBE (60 ALLOY) ) ( ANGLE 4100RO REAR CASE 3 OR@ SECTION D SCALE 3 /B 1 3/15'0 Alum. POP RIVETS OR (14•3/4° �MSAM 0 6 a (1YIz) `y i► OR (D) (4)3/16 OR 14x3/4' SM.S (yyp.)� * *OA. 444WPw EDGE aF SLAB ISOMETRIC (CORNER POSY') & BorrOM sLABS) 21121t1/8" OR 31071.090' Alum. TUBE POST 2'127x1 /B' x TUBE'S' SIZE Alum. ANGLE (2 REQUIRED) (8063-T6 ALLOY) AL A 2 3/8* 0 HOLE FOR LOCIONG SECTIONS D. D' & E W/0 *' SCALE 3 /s = 1 POURED coNcRar / a? CONCRETE &OCK WALL REQUIRED 1/4 -20x1' LONG S.$ AEI ANCHORS S 0.C. (SEE NOTE 7 ON SHEIK' 1) / 1L E C O Inc. iwr TENTING a EINCESKING COMPANY ave 9 s a xa fogismor SAWS E8- 0006719 WALTER A. 11LLIT Jr., P. E FLORIDA Lk. 44167 NOTES ON LOCK$. APPLICABLE 10 LOCK DETAILS SHOWN ON * ceitworrs:OMQ1, sou Amos or Loan or USW LOCK BOLT SHALL PENEIRAIF!. LOCK CLIP. AS NNEIL ASt ►. +�j x, r.n Y. LOCATE' C2lP A SHALL FIT OflIREIY PIN 59750 SDEWAU( BOLT TIGHTEN ▪ ALIERNAIRAELY 1D LISNG &LOCJ( OSFHALL ALWAYS BE LOCKED OY w A 1/4'0-20 0-20 x 1 & SDEW4LK T Y BOTH 7E,r_ THIS I dr 0ENTERUITSS SHALL 88 PRE- oRILLED AT air BOLT AS TAPPED T710U IN ORDER TO ACCEPT THE 11 40- SIDEWALK EOM 77419 BOLT WY BE INSTALLED FROM THE FRONT OR REAR OF SHUTTER SECTION D' : ONE SIDED SHUTTER F'ND CONNECTION DETAIL . SCALE.' 3 /B` = 7° f1 1/2 7x1 j/2 ; OR 2'z2'OR •••• 2'x3' OR ` QTt x$' x1/6' AIwn. • ANGLE ; #14x3/4' 6. ..OR 3/16 0 Muni.. MP RIVETS 0 SS E. • (Division F.B.C. (High . Velocity Hurricane Zone) ASSA / RESIDENTIAL BERTHA ACCOVION SHUTTER FUN ALUMINUM & SHUT1E14 INC, (ASS4 r2 780 W 27 STREET PEC (305111 MK r DONNWIION sitar NI Si 300210000 aD Ora m-117r 1 3 SAN 9 0000 . • 00• • • • • • •• • • • •• • 0000 • • • • •• • • •• • • somegoomeadagtoostida Balding Code • •••• Aveeptem No 07.. ei.s Dates = f� art.., .•,.a� s 4 COMM PRODUCT � Fluids as complydn� Bxtding Code � O � AEccepisno o;✓ E:pirs Date / BY " 240 DRAWN BY Mcv. 0B /O1/!IN 64T6 05- 130 DIMING No 5745 ' 4 OF 10 CONCRETE" ANCHORS 0 9" 0.0 (SEE NOTE 7 OM t POURED CONE OR C T BLOCK WALL 27121(1/8" OR 3 "x31(.090" ALUMINUM TUBE (6063- • ALLOY) POP • 6 RIVETS OR #14x3/4" S M.S O 6" 0.0 ; Mop.) LW HOLE FOR t;i; NYLON SCREW HEAD CASE 1 27121(1/8" OR 31(3'x.090" ALUV/NUM TUBE ( 6053- T 5 1 r r - =.l * REAR 1u A NCont (8063-T6 ALLOY) O OR (BEYOND) (BE TON)) ** () (BEYOND) OR O (AND) 17011(1/6' Cont. Alum. ANGLE (6063 -T6 ALLOY) 3/16 Alum POP KIUEIS OR 14163 /4" S.M.S. • 6" 0,4 (Or.) CASE 2 No R*IvUrt SECTION E SCALE 3/8" = 1" & ©OR © FX NYLON SCREW HEAD Alum. RMVUTt (TO.) OR (BEYOND) SECTION D SCALE: 3/8" = 1" 27121(1/8' OR 37r3'x090" ALUMINUM TUBE (6063- ALLOY) (4)3/16 "0 Alum. OR P ( #14 J R / /4 .M CASE OR O () ** 3/16'0 Alum. POP RIVETS OR #14x3/4" S.M.S. 0 6" O.C. (TO.) 2 "x21(1/11" 0R? 31(.1S..090" Alum. TUB' POST 1l2y�� EDGE OF sYAe L ANGLE ISOMETRIC (CORNER POST) & BOTTOM SLAB beldam 21(21(1/8" x TUBES' SDZE Num. ANGLE (2 RECLINED) (6063-re ALL01' 3/8" 0 HOLE FOR LOCKING RPn maxi RENEWED as complying olds WQ DeldIng Code MCCeptaline NO o 3 a 5 t a )2 By r OR CONCRETE ETE POURED CONCR / REQUIRED ME ANCHORS • 9" c.c. (SEE' NOTE 7 ON SHEET t) ONE SIDED SHUTTER ; END CONNECTION DETAIL SCALE 3/8" = l /1 irri z NC.\ OUR * COMPANY + b "s t o xnes EH- 0606719 P. FLORIDA Uri. ## 44167 ar. ao a NOTES ON LOCKS : APPLICABLE 10 LOCK DETAILS SHOWN ON THIS SHEET. * LOCKER SHALL ALWAYS BE USED FOR ANY SPAN AND IVSTALLA AT ANY ELEVATION. LOCKER MAY AS AN INSIDE OR OUTSIDE LOCKER RF ATTA ED TO 4v W/ 1/4" 1-20 x 1 " LONGS THREADED BOLT 1 4" 0-20 x5/8" INTERNALLY THREADED AL ' sa INST ALLATION DETNL ON Riff SHEET. ** FOR AT ANY ELEVATION OF BUILDV4*2 AND IN ADDIRON FOR SECU AT REGULAR L LOCATION OF CENTERMATE IRSME OR OUTSIDE . W91134 USED MINIMUM SePANITION TO GLASS SHALL ALSO BE VERIFIED FROM THE TIP OF SUCH T LOCK OR FROM THE OTHER SHUTTER COMPONE'N7S SHOWN • ON SECTION 0 (WHICHEVER IS MORE CRTTCAL). j- : SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NU1SER'T, PART h 0820, AS MANUFACTURED BY AVDEL CHERRY SRN P M; PPE NEW JERSEY 07054 (J y. C OR CONCRETE stow WALL REWIRED - t 1/21(1 1/2" OR 27x2' OR 2x3" OR x4" OR x5 x1 /&'•Alum ANGLE • • • • • 3/6'0A PO • P RIVETS 0 9"1iC. • • ASSN / RESRDENTaL BERTHA ACCORDION SHUTTER FUJI ALUMINUM & SHUN INC (ASsA # 235) MD • 27 STREET Ple (3RT1118a9 -8.86 .... • • ...• �saasmar ON as er. aaaras0 Oa 4 OLCM -271 ! - PRODUCT REVISED Florida as eom� Boiling Code Acceptance No • : •U5 Expiry n Date b efi / By Miami - Division .... • • • • • • • • •• • • • •• • ...• • • .. • • • • •. • • ..•• • .•.• • F.B.C. (High Velocity Hurricane Zone) DRAWN BY MC.V. X DATE 05 -130 GOWN No SHEET 5 OF 10 MAXIMUM 0 A " r WNW 1D MAW • K 52.0 8'-0' 3 7/8' r 874 d'--7' 3 7/8' r • 140 d'-0- 33/8 3' 828 r-8- 3 3/e' r MO T -7' 3 3/8' 3" 97.8 r-r 3 3/6" r Imo 7 3 3/8' 3' 1086 7-0' 3 3/9' 3' 1040 8-/0' 3 3/B' 3' 107.5 8=8' 3 3/8- r 1140 8 -7' 3 34' r 112.8 $'-e' 3 3/8' r 118.0 8=3' 33/8' r 117.5 V-2' 33/6' 3" 1240 6'-o' 3 3/8' 3" 1223 8=11" 33/8' r 1210 5-9' J 3/8 3' 127.5 8=8" 3 376" 3' 1340 v-r 3 J/e' r 132.8 5' 3 .11/1F r 1380 3-4' 3 3/8 - 3' 1374 8'-.r 3 3/8' r Dam Lop MAMM1 • MOWN G 'S" • •• 40.0 12=1' 3 7/8' r 42.8 11=11' 3 7/8' r 45.0 11=r 3 7/8' r 47.5 11=7" 3 7/B' r 940 11=8' 3 7/8' r 52.5 11=1' 3 7/8' 3' 58.0 10-781 3 7/9' 3' 574 10=7' 3 7/8' r Ba0 10'-6- J 7/a' 3' 826 10-2• 3 7/B' r 810 10'-0' .7 7/8' r 87.9 . 8=10' 3 7/8' r 70.0 8=7 3 7/8' 3' 729 8'-8' J 7/8' r 75.0 9'-4' 3 7/8" r 77.9 8 -2' 3 7/8' r 140 8'-81 3 7/31 r 848 8'-9' 3 7/8' 3' MAIM " Ii wie Lwa1111 SHUTTER SPAN t' (5.) 81"1111' r LEES OR E173AL THAN 8'-0' 3 ''• • 1440 5=2" 3 3/r J' 1426 al-f. 3 3/81 r 142.0 6'-0' J 3/9" r 1472 4 -11' 33/8' J' 150.0 4•-10' 3 3/8' 3' 152.5 4 3 3/8' 3' 152.0 4'-8' 3 JIB 3' 167.6 e--70 3 3/8' 3' 180. 4'-8' 3 .7/8' r 182.5 4'-6" 3 3/b' 3' 11211&0 4'-4' 3 3/8' r 187.6 4"-4' 3 rya" 3' 17010 4'-4" 3 3/8' 3' 1726 41-e 3 .7/8" 3' 1740 4 =P 3 4 r 177.6 4 -1• 3 3/r 3' 1800 4 -0' METER SH9N t' (E) 10111184 SilifiTKIN 'S" • LEES OR E173AL THAN 8'-0' 3 ''• • • • ?8' -0' TO 12'-0" 3 a/$'. • • MAXIMUM DESIGN PRESSURE RATING "W" (p.s. f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTIONS A, Al & C ON SHEETS 2 & 3 OF 10). NOTE DESIGN PRESSURE RAZING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOAD$ NY ACCORDAIRX WITH ASCE 7 -98 CRITERIA FOR A GIVEN wean IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING; THE POSITIVE PRESSURE Iffill AUTOMATICALLY QIAALFY AND NEED NOT IV BE CHECKED. • 7JE / meal FOR UMW SNDBRS#fD REFS ON TIO /ISDI�� i S THAN 971 1 FOR alb TO MASS FOR a FOR SEUTIERS MMSTAILED MOVE 33 anew of BIRLD S MEASURED AT 6071011 OF 9HL41ER /1 it1i1. \ 711tll 18.!71552 4 ENIME1111011 corm, MIMI Ala SKIlk_3415_1111041 RAW Me E8 -0008n9 WADER A. 1811T dr., P. B FLOWN W. / 44107 NI Ms 1 TABLE 1: • • •••• WAN smear V ' ' worm alms .452 NIUItiR 1A0RS4 SHUTTER SPAN Z FOR MUMS S I11F9v'TIE NET d ABOVE MOE OF A WEN 9L DFla O - S6�►. BE £8 i • L a 4 OF 41 117014 1 9' TO 6E l AS 7E0 PRODUCT RENEWED areemptyieg with do Merida Whig Cada N 431 3.22 iltspiration Ewe Mind Dade ASSN / RESIDRMAL HETrmi ACT ON 9817TER FUJI ALUMIN & SHUTTER, INC. 780 W 27 5171ELT PM (303=117 -8488 OW arm 0471 yaw ' •• •• • • •• • • • • • • PRODUCE Tis ae comptg r,, a Date . 7if _ � c B , Miami Dade Division ma. ' oar e44/11142r 00 • •• • • • •• • •• • • •• • • • • •• • •• •• • • • ••• F.B.C. (High Velocity Hurricane Zone) WARN BY Lev. DATE 05 -130 0161119111 N• SHEff 8 OF 10 IN eca /w - J t • �Zv v" • « as.0 a -11' 3 7/8' r ma r-r 3 7/B" r SAO r-r 3 7 / 0 ' r aaa d'-• 3 7/8' r 950 8.-1. 3 7/5' 3' 87.5 7-t0' 33/8' 3' 140.0 r-r 3 4/31 3 " 102.5 . r-r 3 3,5' 3' MESA r3' 34/8' 3' 1073 7 -1' 3 3/17' r 115.0 8=11• 33/8• r 1124 6 3 3/8" r 115.0 6-8' 34#1' 3' 1173 r-0' 33/8' 3' 12x60 81-81 33/5' r 125.5 a-3' 3 3/b' r 123.0 8 -1" 3 3/8' r 1274 6-O" 3 4/8• r 130.0 5=11 33/8• r 1315 0-+9' 3 3/8' r 1.15.0 5'-4'. 3 3f8' r 137.5 r-r 33/8" 3• - MOAN a �Rnrar "N g 4152M Y 404 tr-0" 3 7/r r 475 11=11' 3 7/0' 3' 4sA 11 3 7/$' r 47.5 11 -r 3 7/8' r 00.0 11-5' 3 7/b' r sa.5 11 3 7/b' 3' 554 11 -1' 3 7/8' 3 57.5 10' -10' 3 7/b' r no 14-r 3 7/S' r 52.5 10'-4' 3 7/8' r 65.0 15=2• 3 7/8" r 87.5 10'-0' 3 7/0' r 70.0 8.10" 3 7/8' r 72.5 3.'-d' 3 7/8' 3' 73.0 6-6' 3 7/r 3 77.5 6-4' 3 7/8' r 53.0 9 =2' 3 7/19' r 625 6-0' 3 7/8' r DEMO LA40 owl t (., V ►43.0 4•-r 3 3121" r 1415 5' 3 44' r 145.0 r-r 3 441' r 1474 r-r. 3 3/8' 3 1540 1 3 3/11" r 1525 5-0' 3 44' r 155.0 4%41' 3 55.11e 3' 1975 4 -10' 3 3 3' ►8(60 4 -0' 3 3/8" r 1880 4 3 A4 r m0 4•-a' 3 3/8' r 187.5 4=4' 3 4/3.' 3' 1760 4'-r 3 4/8' r 172.5 4'-5' 3 VIP r 175.0 4 3 3/8' 3' 177.5 4=4" 3 3/8' s" 183.0 4=4' 33/8' r MAXIMUM DESIGN PRESSURE RATING "W" (p.s. f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTION B & B1 ON SHEET 2 OF 10). NOTE: DESIGN FIIESSURE RATING =RESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOS, IN ACCORDANCE WITH AVE 7 -98 =ERR FOR A GIVEN OPENIAYG IF NEGATIVE PRESSURE VALUES COW'Lr WITH TIE REQUIRED PRESSURE MR THE OPENIK THE POSITIVE PRESSURE WILL AUTOMATICALLY GUAM' AND NEED NOT IC BE CHECKED. • FOR MUMS NISTALCE'0 NOM TILE MT 30'-0' E]A1 MON OF MARNE THE Iw IN Em my oN sa UAW FOR snag SHAME nisi 4. FoR SMnEars MEWED A6ovE ar-0' assoJON 07 81INGWIf7, NOMEE0 AT DIM Ni or sHUTIER blvislon / IL EC O Inc. r! UT TESTM0 1 MEMESIENO COWAN? aes .r o g e` -1% atm *!LPER A TEM AA:, P. E FLORIDA 5/3. # 44187 _v. SI a TABLE 1: atentsplying nth Sao Fttnik Wain Code .- 071 .o 1, Date MEM SER ITINI tr EEIKEN CLASS NM WRIER FORA MEN • • SM7ERSPAN t' FOR SNUITETS N11701 TIMERSS 30 -0' •••• ADM 640E OF A GM BL5. 30` ElEVJATIAIt MELEE' MEWED AT EKITIOIf OF ENDER SEPARA11Aa 'S' m 51e MEM At 1* ON SECTION A SHEET 4OF • • • • Samar 6AN t' (1t.) WE 011501* 11MW 8' -0' 70 13-0' e(ua+;few 3 3 4 3 4% . 3 !/p' ' /Z PRODUCT REVISED its complying with the Florida Raiding Code Acceptance NeO 0 7 .0 Division F.B.C. (High Velocity Hurricane Zone) A3.S4 / RESIDISME. DEEM M ACCL RDION MUTER FUJI ALUMINUM k SHUTTER, INC. Ass4 E2359 780R27S71ET PPE' pi'l 11► � anoloar I sae MO DIM og-Vr MK lb a 4 DOISIBITIN • • • • •. • • • • • • A7LtNN 8W M.C.Y. 0 DATE • • • • ••• • ... • .• • • • •• • •••• • • .••. 05 -130 0IAN910 No S?E 7 OF 10 AC7U4L E a- EWE ', STANCE FACTOR YAPS* / Mao MOM OVS-IM 3" .86 . $ 2 1/2" .71 .80 2" .50 - NUSSIM le (a.E) 'r (p a.f.) EMU AL E MOM 4 0.0 smas 4am WALL MOUNT1N0 WSTALLA7ION AT TOP OR BOTTOM WAU. MOWING IMSTALLA71DN AT 60170M mom 9 FLOOR MOUIYIWQ INSTALLATION AT 10P OR 80770M CONcREI7) NNE 1 /WE 2 AV7E 3 NOAH' 1 NM 2 NON 3 ?WE 1 WE 2 NM 3 FROM 40.0 70 BZ8 r - e' r r 8' 6 1/2' Q' 8. 4 1/2' N . 9' 9' 9' 5 1/2' 4 1/2 r r 8 1/2' FROM 626 70 79.0 9' r r _ 8' 8 1/2' 5' 8 1/2' S' 41/2' 9" ar r v 4 1/r 4' 5' 8 1/2" B' mom 75.1 70 92.5 9' 7' r 8' 6 1/2' 5 f/2 a f/•4' 4• - 9' _ Y' 9' 6 1/2' 3 1/2' 3 1/S' 9" 5 1/2" 5 1/2' FROM 82.0 70 120.0 8 ` 5` - 7" 4 1/2" - 5' 4' - 8 " 9 9 - 5" 4 ' - 7' 5 f/2' - FROM 5,' 5' - 41/2" 41/2" - 4' 4" - 120.1 180.0 9' 9' - - - - 61 /2" 51/2" - TAPCON OR CALIF -IN .ANCHOR SPACING' LEGEND MAXIMUM DESIGN PRESSURE RATING "W" (p.s. fl) AND CORRESPONDING MAXIMUM ANCHOR SPACING (hr) SCHEDULE. + Affiaia SPACMI ,d un (1) Max. ANCHOR SPCC. VAUD FOR SPANS OF 5'-O" OR USE (2) Mcz ANCHOR SPCD. VAUD FOR SPANS OWNER THAN 5'-0" 10 8'--8' (3) Max. ANCHOR SPCC+ VAUD FOR SPANS GREATER 771AN a'-ex TO Max ALLOWEa + SEE star 9 & 10 OF 10 FOR ANCHOR OR TYPE & Smarm FOR INSTALLATIONS SW WOOD FRAME' MOWN ANCHOR MOWS ARE VAUD FOR .1 1/2" EDGE DISTANCE FOR E D. LESS THAN 3 1/21 REINCE ANCHOR SPAChItC BY IIIL7IPLW NG WACINGS S ON MULE or THE FOLLOWING FACTO17& ('M,. E a I CALK -IN LS 2 1 1HLS OPER.477W4 SHALL ONI:Y BE' Pz WHEN REQUIRED SELL 80 N'E.75 INTO A MIN UM OF 3" 0.C. ruts= weft, go cenplyeag wittb the 1, Iltddlog 031 .o Z Daete rasa /1 i1i INC. \ 7WT T101R * 12101111W117 COWAN? ca £ st a a P ae ire FL8RWA U�I 44 P. B a s I aa•aoa �D BIB ar a amr ill is 1 By INlaml Dad Division a .. • • .. • • • • • • • .... • • .. .. • • ... • • .. • • .. • • N �plyb8 REVISED the Florida Aseeptagee B Code uidisg 0 - l7. 0 5 Pap; : , � :. . lvArr7- `7 A80.4 / RESIDEATIA BERTHA ACCORIM214 SHUTTER FUJI ALUMINUM & SHUTTER, INC. 780W27rr7 ET P!8 ('.3 111. ii4# qr -e4u amr • . . . .... • • • F.B.C. (High Velocity Hurricane Zone) . . • WM NY /L4Y. DATE 05 -130 DAWNS No MEET 8 Or 10 • .. • • 1 .. • • • • • • . . • • ALTERNATIVE 1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS WM: I. 1NSTALLATIOfxS ARE ONLY VALID FOR INSTALLATIONS W1TH DESIGN $ D LOADS LESS Olt EOU4L THAN 75 p.�f. AND St-0 Mac SHUTTER NW. 2 FOR NEW WOOD FRAME CONS7RUCTIOlt WOOD WIRERS TO BE SOUTHERN PM No. .Z W/ SPECIFIC DENSITY OF ass OR EQUAL ALTERNATIVE 2 WALL MOUNTING INSTALLATION -- SECTIONS' A SONO 1 /0f• aus- e- a -zee�- /TtE NC . \ an Atli= r1 E�0 2719 1 FLOM � 44187 NOTE FOR COMBINATION OF SECTIONS : � INS �SECITOISCANRE ANY W4r TO SUIT ANY INSTALLATION. CT RENEWED ea eoa,ptylrsg with the nodal aniding Coda Acceptance No 0 - 031 , .0 2 ALTERNATIVE 3 Ma t INV ieirrea 4 By Mend Division ASSA / RESIOEIVON. BERM AXOINNON SPAM FUJI ALUMINUM & SHUTTER, INC. !Atl 780 VI: S1RE'ET ! 0 me AtiE( NA Hi NI1011,f a • • • • •• • • • • • • •••• • • •••• •• • • • •• • • • • PRODUCT REVISED as complying with the Florida Balding Code Acceptance No * - O Og Ex , 'on Date • Atkri r 1.M07 F.B.C. (High Velocity Hurricane Zone) OWN BY ILG.V. 0 4/01/05 05 -130 DANN f@ No MET 9 OF 10 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS Oddh‘ MSS OF COMO ALTERNATIVE 5 SO4 LE t /4 _ l • WO-40 3Z4 rumow Miff & NMI •1s'O. 0 10 t3/4'&SAILS OR vtr • Mrs POP 1a S I' a x *•x _ //4 i4 LAO • E S1f P ETAU LYm NW -.--2885 LING & F140011 MOUNTING INSTALLAIYON — SECTION B AND 1/4' 1• NOTE 1041.4/fLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUff ANY INSTALLATION. 1. d4STALIA1IONS ARE ONLY VALID FOR INSTALLATIONS KWI DEM WIND LOADS LESS OR EQUAL THAN 75 p. &f. AM 9=0" Max. STUTTER SPAM 2. FOR NEW WOOD FRAME CONSWUCTION: WOOD MEMBERS 70 BE SOUPIER! PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQLL41. /1 i[IiINC. \ 7wr IMMO3 & ENAMWEIWN0 amour Lt! - IOIL7ER A NWT Jr. P. E R A M Lk. / 44107 raeout.`4'R6F1811s as complying with the MI6 Daft Cade Atceptance o _ 03 .02 Etate Mt MB a ooh otD DiN 62-v1 ice cAnolla MR s 4 WON • =Mt & FLOOR MOUNTJIIG INSTALLATION — SECTION BI saw 1/r iE • •• • • •• • • •• • • • • • • PRODUCT REVISED ns complying with the Florida Bidding Code Acceptance No Ex don r te BY ' Ar L ASSA / RESIDENWE BERTHA .WCORDION SHATTER FUJI ALUMINUM & SHUTTER, INC. Oss / 235) Yom W 27 Sp,1I !T FFL (oJ8B3 i i v 11 309 aen -a4ee • •• • • • •• • •••• • • •••• • •• • • • • •• • •••• • • •• F.B.C. (High Velocity Hurricane Zone) Mew BY 140.Y. 041E 05 -130 D& 010 No SHEET 10 OF 10 M I A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Advanced Hurricane Technology, Inc. 6063 Janes Lane Naples, Fl 34109 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 58 mm Super T APPROVAL DOCUMENT: Drawing No. 09 -001, titled "58 mm Super T Impact Rolling Wall Large and Small Missile Impact Rated ", prepared by EngCo, Inc. dated 02/10/09 sheets 1 through 12 of 13 with no revisions, signed and sealed on 03/24/09 by Pedro De Figueiredo P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page, evidence page El and approval document mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E. MAMNDADE COUNTY APPROVED •• • • • • • • • • • • • • • • ••• • • • •• • • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • ell • • • • • • • • • • •• •• • • • ••• • • • • ••• • • • • • • • ••• •• • • • • •• • • • I• • • • • • • •• ••• •• • • ••• • • • • • • • • • •• •• • • • ••• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No. 09- 0330 -05 Expiration Date: May 06,2014 Approval Date: May 06,2009 Page 1 Advanced Hurricane Technology, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS Drawing No. 09 -001, titled "58 mm Super T Impact Rolling Wall Large and Small Missile Impact Rated" prepared by EngCo, Inc. dated 02/10/09 sheets 1 through 12 of 13 with no revisions, signed and sealed on 03/24/09 by Pedro De Figueiredo P.E. B. TESTS Fenestration Testing Laboratory, Inc. Report No. 5769,5850 and 5842 sheets 26,3 and 18, dated 12/18/08, 02/02/09 and 01/29/09 respectively, signed and Sealed by Carlos Rionda P.E. for Testing Standards TAS 201, TAS 202 and TAS 203. C. CALCULATIONS 1.Structural calculations and design for Slat, Track Anchorage, Track Assembly Screws, Header,Mullion Storm Bars and analysis of test results prepared by EngCo, Inc. dated, 03 24 /09,signed and sealed by Pedro De Figueiredo P.E., D. MATERIAL CERTIFICATIONS None E. STATEMENTS 1. Code Compliance and no financial interest letter by EngCo Inc .signed and sealed on 03/30/09 by Pedro De Figueiredo, P.E. F QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. E -1 Mohammed Iqbal Shaikh, P. E. Senior Building Code Compliance Specialist NOA No.09- 0330.05 Expiration Date: May 06, 2014 Approval Date: May 06, 2009 FW MAX, (IN) COMPONENT TT MAX, ( IN) DESIGN RATING (PSF) 294 3/8 285 3/8 ±30 273 3, 4, 5 & 6 264 7,8,9&10 ±33 249 VY 240 VY ±38 VY VX 216 VX ±44 201 0 192 0 ±51 0 124 0 139 504 153 1288 144 1373 ±75 141 0 132 0 ±86 129 165 120 185 ±98 117 1286 108 ±113 105 138 96 160 ±133 93 142 84 811 ±160 81 399 72 0 ±200 DESIGN SCHEDULE COMPONENT SHEET SLAT ALLOWABLE PRESSURE - TABLE 1 1 GLASS SEPARATION - TABLE 2 1 TRACK REACTION - TABLE 3 1 TRACK ANCHORAGE 3, 4, 5 & 6 STORM BARS 7,8,9&10 MULLION 11 & 12 NOTESt 1- ALLOWABLE DESIGNED PRESSURE ARE FUNCTION OF THE LOWEST ALLOWABLE DESIGNED LOAD FOR EACH COMPONENT (SLATS, ANCHORAGE, STORM BARS & MULLIONS) 2- DESIGNED PRESSURES MUST NOT EXCEED 200 PSF. 3- FINISHED WIDTH (FW) MUST NOT EXCEED 294 -3/8'. GENERAL NOTES: (FLORIDA BUILDING CODE 2007 - HVHZ & non HVHZ) 1- DEFINITION: THIS PRODUCT IS A ROLLING BARRIER WALL) DESIGNED, CONSTRUCTED AND ERECTED TO EASILY ENCLOSE AN AREA, PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATI ❑NS STATED IN THIS APPROVAL. 2- POSTING: A PERMANENT LABEL SHALL BE PROVIDED AS PER FBC 2007 SECTION 1714.8. 2. 1- LOCATION: SHALL BE PLACED ON THE BOTTOM OF THE HOOD FACING THE EXTERIOR OR OUTSIDE OR ON THE BOTTOM SLAT FACING THE EXTERI ❑R OR OUTSIDE 2.2- INFORMATION STATING THE F ❑LL ❑WING: 'ADVANCED HURRICANE TECHNOLOGIES NAPLES - FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED' 3- LIMITATION: PRODUCT MUST BE SET AWAY, A DISTANCE AS SPECIFIED ON TABLE 1, FROM GLAZING AREAS TO BE PROTECTED 4- LOADS: DESIGNED LOAD CALCULATED BASED ON THE ASCE 7 AND PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH PRODUCT COMPONENT TO BE USED, 5- MATERIAL: ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063 -T6 OR AS NOTED. 6- FASTENERS= ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATI ❑N AND LOADS AS PER THIS APPROVAL. 7- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7. 1- THE STABILITY OF THE STRUCTURE WHERE THE PRODUCT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, WIND LOADS, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8- 33 1/3% INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL. TABLE 1 ALLOWABLE DESIGNED PRESSURE TABLE 2 GLASS SEPARATION (GS) - INCHES LOAD PSF 30 40 44 50 75 80 90 100 110 113 120 130 133 140 150 160 170 180 190 200 TRACK TO TRACK (IN) 72 84 96 108 144 216 2851 1 7/8 2 2 2 1/8 2 3/8 2 3/4 3 3 1/4 3 5/8 4 3/8 4 7/8 5 5 1/2 5 7/8 6 6 1/4 6 3/8 6 1/2 6 5/8 6 7/8 7 1/8 7 1/4 3 3 5/8 3 7/8 4 /4 5 1/2 5 7/8 6 1/8 6 7/8 7 1/4 7 5/8 7 5/8 8 8 1/8 8 1/4 8 3/8 8 1/2 8 3/4 4 3/8 5 5/8 6 8 8 1/8 8 5/8 9 9 1/4 9 1/4 9 1/2 9 3/4 9 3/4 6 3/4 7 3/4 7 7/8 8 1/8 8 5/8 9 9 1/4 9 1/2 9 7/8 10 1/8 10 1/2 10 5/8 9 3/4 9 7/8 10 1/8 10 3/8 11 1/8 11 5/8 12 1/8 11 5/8 15 1/4 16 7/8 19 TABLE 3 - TRACK REACTION (LB /FT) CODE AND STANDARD COMPLIANCE: FLORIDA BUILDING CODE 2007 (HVHZ & non HVHZ) TAS 201, 202, 203 (LARGE & SMALL MISSILE) ADVANCED HURRICANE TECHNOLOGIES 2409 J &C BLVD. NAPLES, FLORIDA 34109 Phone: (239) 260 -0020 Fax: (239) 260 -0023 PRODUCT: 58 mm Super T IMPACT ROLLING WALL LARGE & SMALL MISSILE IMPACT RATED Engineering: EttgTxx :Jur. CA 8116 6971 W. Sunrise BIvd. 104 Plantation, FI. 33313 ENGCO@AOL. OM MJR 14 2C09 Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING PK DRAFTING & MORE MIAMI -DADE BCCO: ,Appratsc ? • Deo )I OA r . 0' a ft • • • .• •• • • OOOOOO •••• • .• • • • 0. 0 0S • • • • • • •• Dail :b2 /10/20 89•• • tWAINA rage by: PlpIF • • ., .. •• • • • • • • • • • 1 • Drawing Number 09 -001 •• SHEET 1 of 13 • • • 0000 • 00.• • • • O 00• • • 0 ... • • 0000 • • • ••• TRACK TO TRACK (TT) LOAD osf 72 ��-- �.ts 96 108 144 216 285 VX VY VX VY VX VY VX VY VX VY VX VY VX VY 30 0 94 0 109 0 124 0 139 504 184 1288 274 1373 361 40 0 125 0 145 0 165 89 185 736 245 1286 365 44 0 138 0 160 0 182 142 204 811 270 1250 399 50 0 157 0 182 0 207 223 232 924 307 :,4511—) 0 188 0 (218) 71 248 341 278 1056 368 70 0 220 0 255 165 290 447 325 1213 430 75 0 235 0 273 207 310 494 348 1246 460 80 0 251 0 291 249 331 542 371 90 0 282 0 327 325 372 635 417 100 0 314 53 364 393 414 730 464 110 0 345 103 400 478 455 818 510 113 0 354 117 411 502 467 846 526 VY (Lb /ft) 120 0 376 149 437 558 496 130 0 408 220 473 634 538 133 0 417 240 484 658 552 0 439 288 509 Vx <Lb /ft) 353 546 VY (Lb /f t) 150 12 471 160 69 502 416 583 170 119 533 CONTRACTOR TO VERIFY ADEQUACY OF STRUCTURE FOR MAXIMUM IMPOSED LOADS VY AND Vx 180 158 565 190 195 596 200 253 627 NOTESt 1- ALLOWABLE DESIGNED PRESSURE ARE FUNCTION OF THE LOWEST ALLOWABLE DESIGNED LOAD FOR EACH COMPONENT (SLATS, ANCHORAGE, STORM BARS & MULLIONS) 2- DESIGNED PRESSURES MUST NOT EXCEED 200 PSF. 3- FINISHED WIDTH (FW) MUST NOT EXCEED 294 -3/8'. GENERAL NOTES: (FLORIDA BUILDING CODE 2007 - HVHZ & non HVHZ) 1- DEFINITION: THIS PRODUCT IS A ROLLING BARRIER WALL) DESIGNED, CONSTRUCTED AND ERECTED TO EASILY ENCLOSE AN AREA, PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATI ❑NS STATED IN THIS APPROVAL. 2- POSTING: A PERMANENT LABEL SHALL BE PROVIDED AS PER FBC 2007 SECTION 1714.8. 2. 1- LOCATION: SHALL BE PLACED ON THE BOTTOM OF THE HOOD FACING THE EXTERIOR OR OUTSIDE OR ON THE BOTTOM SLAT FACING THE EXTERI ❑R OR OUTSIDE 2.2- INFORMATION STATING THE F ❑LL ❑WING: 'ADVANCED HURRICANE TECHNOLOGIES NAPLES - FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED' 3- LIMITATION: PRODUCT MUST BE SET AWAY, A DISTANCE AS SPECIFIED ON TABLE 1, FROM GLAZING AREAS TO BE PROTECTED 4- LOADS: DESIGNED LOAD CALCULATED BASED ON THE ASCE 7 AND PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH PRODUCT COMPONENT TO BE USED, 5- MATERIAL: ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063 -T6 OR AS NOTED. 6- FASTENERS= ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATI ❑N AND LOADS AS PER THIS APPROVAL. 7- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7. 1- THE STABILITY OF THE STRUCTURE WHERE THE PRODUCT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, WIND LOADS, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8- 33 1/3% INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL. TABLE 1 ALLOWABLE DESIGNED PRESSURE TABLE 2 GLASS SEPARATION (GS) - INCHES LOAD PSF 30 40 44 50 75 80 90 100 110 113 120 130 133 140 150 160 170 180 190 200 TRACK TO TRACK (IN) 72 84 96 108 144 216 2851 1 7/8 2 2 2 1/8 2 3/8 2 3/4 3 3 1/4 3 5/8 4 3/8 4 7/8 5 5 1/2 5 7/8 6 6 1/4 6 3/8 6 1/2 6 5/8 6 7/8 7 1/8 7 1/4 3 3 5/8 3 7/8 4 /4 5 1/2 5 7/8 6 1/8 6 7/8 7 1/4 7 5/8 7 5/8 8 8 1/8 8 1/4 8 3/8 8 1/2 8 3/4 4 3/8 5 5/8 6 8 8 1/8 8 5/8 9 9 1/4 9 1/4 9 1/2 9 3/4 9 3/4 6 3/4 7 3/4 7 7/8 8 1/8 8 5/8 9 9 1/4 9 1/2 9 7/8 10 1/8 10 1/2 10 5/8 9 3/4 9 7/8 10 1/8 10 3/8 11 1/8 11 5/8 12 1/8 11 5/8 15 1/4 16 7/8 19 TABLE 3 - TRACK REACTION (LB /FT) CODE AND STANDARD COMPLIANCE: FLORIDA BUILDING CODE 2007 (HVHZ & non HVHZ) TAS 201, 202, 203 (LARGE & SMALL MISSILE) ADVANCED HURRICANE TECHNOLOGIES 2409 J &C BLVD. NAPLES, FLORIDA 34109 Phone: (239) 260 -0020 Fax: (239) 260 -0023 PRODUCT: 58 mm Super T IMPACT ROLLING WALL LARGE & SMALL MISSILE IMPACT RATED Engineering: EttgTxx :Jur. CA 8116 6971 W. Sunrise BIvd. 104 Plantation, FI. 33313 ENGCO@AOL. OM MJR 14 2C09 Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING PK DRAFTING & MORE MIAMI -DADE BCCO: ,Appratsc ? • Deo )I OA r . 0' a ft • • • .• •• • • OOOOOO •••• • .• • • • 0. 0 0S • • • • • • •• Dail :b2 /10/20 89•• • tWAINA rage by: PlpIF • • ., .. •• • • • • • • • • • 1 • Drawing Number 09 -001 •• SHEET 1 of 13 • • • 0000 • 00.• • • • O 00• • • 0 ... • • 0000 • • • ••• T L AA i or ❑ BB or CC or Q DD PICAL SINGLE UNIT ELEVATION) CC or DD AA AA = or or Lo BB BB = or or CC CC u or or w DD I I DD 1- CC or DD TRACK TO TRACK (TT) FINISHED WIDTH (FW) TYPICAL MULTIPLE UNITS ELEVATION CC or DD CC or DD TRACK TO TRACK (TT1) FINISHED WIDTH (FW) TT1 = TT2 MULLION 2 L TYPICAL MULTIPLE SPANS ELEVATION WITH INSIDE STORM BAR ONLY AA - or BB or CC or DD 1- TRACK TO TRACK (TT2) FINISHED WIDTH (FW) CC or DD p_Cor DD AT SPAN - — SLAT SPAN-- - TRACK TO TRACK (TT) FINISHED WIDTH (FW) AA or BB or CC or DD AA or BB or CC or DD INSET, WALL OR BUILT —OUT MOUNTS INSET, WALL OR BUILT —OUT MOUNTS TT l7 Z z w INSET, WALL OR BUILT —OUT MOUNTS SLAT SPAN --SLAT SPAN TT WALL MOUNT MULLION BAR SEE SHEETS 11 AND 12 FOR DESIGN INSET, WALL OR BUILT —OUT MOUNTS 1I- - r l7 z 1 z 0 0 TT j1 O INSET MOUNT MULTIPLE EQUAL TT — OPTIONAL INSIDE STORM BAR SEE SHEETS 7, 8, 9 AND 10 FOR DESIGN TT 1 a /' INSET, WALL OR BUILT —OUT MOUNTS hd BUILT -DUT MOUNT INSET, WALL OR BUILT—OUT MOUNTS ADVANCE D H U R R I C A N E TECHNOLOGIES 2409 J &C BLVD. NAPLES, FLORIDA 34109 Phone: (239) 260 -0020 Fax: (239) 260 -0023 PRODUCT: 58 mm Super T IMPACT ROLLING WALL LARGE & SMALL MISSILE IMPACT RATED Engineering: "Engea 1nr. CA 8116 6971 W. Sunrise BIvd. 104 Plantation, FL 33313 ENGCO©AOL MAR 4 2001 Engineer Seal Pedro De Rgueiredo PE 52609 DRAFTING+ PK DRAFTING & MORE MIAMI -DADE BCCO: g,..,�. _� •- 13 • lie • •• •• • • 0.00 • 000 • •• • • • •• • •••. • • • Dare: b'1W10 /2009 • data), • • • Design Iiy: PPMP • • • • • • 00.0 • Drawing Number 09 -001 SHEET 2 of 13 • • • • •• •••• • • •••• • • 00000 • .• SECTION DD HEADER CEILING SECTION Z 0 cr S V1 Z J 1- U O 2 W SECTION CC SILL FLOOR SECTION TYPICAL VERTICAL SECTIONS 1/4° TAPCONS AT 6° FROM EACH ENDS AND 24' 0C IN BETWEEN STANDARD END CAP AND HOUSING SECTION DD HEADER WALL SECTION 1/4' TAPCONS AT 6' FROM EACH ENDS AND 24'0C IN BETWEEN SECTION DD SILL WALL SECTION J \\_ STANDARD END CAP AND HOUSING 1/8 -1X2 6063 -T6 ALUMINUM SILL ANGLE 1/4° SCREWS SPACED AT 24' 0C INT❑ MASONRY, METAL OR WOOD i \;1 \1111t\\ \\1\\:;WAV!" 1 ■ I� ,:r +. Illt \',1ti1\1•. 11 ,il:r; , 1 1 i1 1 L9 \'li1P:'1\ i 9i11\'t \T %I ■• ,n;; a \1i1H111:11 `:St11s \1;1:1? 11 r 1 - 101 ii:s;,Elii;1:1 ?11\i It111i1V111i:' 1 ;: `91191:111 91 rM r 1 M■ ' .011111 T REEL (1) #10x3 /4'HHSDS 3- 13/16'X7 -3/8° STRAP CLIP AT 24°0C 1. 14' SLAT END RETENTION LAY -OU h 0 1\ 1— \ 1\ SLAT SIZE= TT+ 2° 24° ❑C--I !lid/ 7/. ;9iiA i!ir:;, ? i - ■ 1.14' ADVANCED HURRICANE TECHNOLOGIES 2409 J &C BLVD. NAPLES, FLORIDA 34109 Phone: (239) 260 -0020 Fax: (239) 260 -0023 PRODUCT: 58 mm Super T IMPACT ROLLING WALL LARGE & SMALL MISSILE IMPACT RATED Engineering: IEngQu ;Jrtr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO@AOL.COM Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING' PK DRAFTING & MORE MIAMI -DADE BCCO: �d rP 44 : •• •. • • •••• • •--. • 1® • • •• • • . • • . • •• • • • • bete: 0i3f'10/2009 . 3 j8 •. . LZestgn by: PPIO1F. •. • • • ••• • 4 • Drawing Number 09 -001 SHEET 3 of 13 • • •' •••• • • •••. • ••••• • ••••• • • • • • ANCHOR SCHEDULE1 ANCHOR DESCRIPTION MATERIAL EMBEDMENT EDGE DISTANCE A 5/16' ITW TAPCONS MIN. 2899 psi CONCRETE 2 1/4' 3 1/8' B 5/16' ITW TAPCONS GROUT FILLED C -90 BLOCK 2 1/4' 4' C 1/4' -14X1' GRADE 5 MIN. 1/4° 6063 -T6 ALUM. 1/2' SELF DRILLING SCREWS OR A36 3/16 °STEEL 3/8' D 5/16'X3° TAPCONS WOOD WITH G>=. 55 2 1/4' 1 -1/4' E 3/8' POWERS WEDGE BOLT MIN. 3000 psI CONCRET 3 1/2' 4 -1/2' 0 0 0 cu 1- ROLLING WALL SLATS 6063 -T6 EXTRUDED ALUMINUM 0. 23 0.59 3- RETENTI ❑N SCREW CARBON STEEL COATED W/ DACR ❑MET 320 PLUS L COATING, AS MANUFACTURED AND CERTIFIED BY GEORGIA METAL COATING COMPANY AS PER ASTM 3117 TEST REPORT 031604 0. 95 4. 00 4. 00 3. 25 2.30 E- INSET SUPPORT ANGLE EXTRUDED ALUMINUM 6061 -T6 or 6005 -T5 in N O t F- TUBE EXTRUDED ALUMINUM 6061 -T6 or 6005 -T5 PRODUCT COMPONENTS i 0 0 ftJ 2- ROLLING WALL GUIDE RAIL 6063 -T6 EXTRUDED ALUMINUM 4- NYLON SLAT LOCK - D O -2. 36-- -- 0. 75 in 0 TABLE Al SPACING ON CENTER FOR WALL MOUNT INSTALLATION TRACK TO TRACK LOAD Psf 30 D 6 40 44 75 80 90 100 110 113 120 130 133 140 150 160 170 180 190 200 72 A 6 6 6 6 6' 6 6 6 6 6 6 6 6 6 6 6 6 5 5 5 4 B 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 C 5 5 5 5 5 5 5 5 5 5 5 5 5 4 4 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 5 4 6 6 6 6 6 6 6 6 6 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 5 4 96 A 6 6 6 6 6 6 6 6 6 6 5 5 5 4 B 6 6 6 6 6 6 6 6 6 5 5 5 4 C 5 5 5 5 5 5 5 5 5 5 4 4 4 D 6 6 6 6 6 6 6 6 6 5 5 4 4 3 108 A 6 6 6 6 6 6 6 5 5 4 4 6 6 6 6 6 6 6 6 5 4 4 C 5 5 5 5 5 5 5 5 5 4 D 6 6 6 6 6 6 5 5 4 4 3 3 144 A 6 6 6 6 5 4 4 B 6 6 6 6 5 4 4 C 5 5 5 5 4 4 3 6 5 4 3 3 216 A 5 4 4 B 5 4 4 C 4 4 4 D 3 3 3 285. 4 A B 4 4 C D 4 W pa w 0. 93 ANCHOR TYPE A, B, C OR D SPACED AS PER TABLE Al EDGE DISTANCE (ED) x v - m5 - 4 1 0. 50 MMWn,una MMt! (FW) FINISHED WIDTH DETAIL A WALL MOUNT WALL DRESSING 3 1. 00 k- TT) TRACK TO TRACK ADVANCE D HURRICANE TECHNOLOGIES 2409 J &C BLVD. NAPLES, FLORIDA 34109 Phone: (239) 260 -0020 Fax: (239) 260 -0023 PRODUCT: 58 mm Super T IMPACT ROLLING WALL LARGE & SMALL MISSILE IMPACT RATED Engineering: iEngQ:.or Jrtr. CA 8116 6971 W. Sunrise BIvd. 104 Plantation, F1.33313 ENGCO @AOL.COM Engineer Seal Pedro De Figueiredo PE 52609 DRAFTINGI PK DRAFTING & MORE MIAMI -DADE BCCO: 00•• • • .... •4100 • • Dane ttf10/2009 • SCSIe ?NA •• • D %)by:PPR&• • • 000• Drawing Number 09 -001 SHEET 4 of 13 • • • • • • • • •.•• • • •••• • : • • • • ANCHOR SCHEDULE! ANCHOR DESCRIPTI ❑N MATERIAL EMBEDMENT EDGE DISTANCE A 5/16° ITW TAPCDNS MIN. 2899 psi CONCRETE 2 1/4' 3 1/8' B 5/16' ITW TAPC ❑NS GROUT FILLED C -90 BLOCK 2 1/4' 4' C 1/4' -14X1' GRADE 5 MIN. 1/4' 6063 -T6 ALUM. C 1/2' A SELF DRILLING SCREWS OR A36 3 /16'STEEL D 3/8' D 5/16'X3' TAPC❑NS WOOD WITH G) =.55 2 1/4° 1 -1/4' E 3/8° POWERS WEDGE BOLT MIN. 3000 psI CONCRETE 3 1/2' 4 -1/2' LOAD Psf TRACK TO TRACK 72 84 96 108 144 216 285.4 A B C D A B C D A B C D A B C D A B C D A B C ABCD 30 6 6 5 6 6 6 5 6 6 6 5 6 6 6 5 6 4 5 4 5 - - - - - - -- 40 6656 6656 6656 6656 -433 - - -- 44 6656 6656 6656 6656 - - -3 - - -- 50 6656 6656 6656 6656 - - - 3 60 6 6 5 6 6 6 5 6 6 6 5 6 5 5 4 5 - - - - 7 0 6 6 5 6 6 6 5 6 6 6 5 6 4 4 3 4 - - -- 75 6656 6656 5655 -433 - - -- 80 6656 6656 5545 -433 90 6656 6656 4544 - - -3 100 6 6 5 6 6 6 5 5 - 4 3 3 - - - - 1 1 0 6 6 5 6 5 6 5 5 - - 3 3 - - - - 1 1 3 6 6 5 6 5 5 4 4 - -- 3 - - -- 120 6655 4544 - - -3 130 6655 4433 - - -- 133 5655 -433 - - -- 140 5655 -433 150 5 5 4 4 - - 3 .3 160 4544 - - -- 170 4433 180 -433 190 - -33 200 - - -3 TABLE A3 SPACING ON CENTER FOR ONE ANGLE INSET MOUNT INSTALLATION J 1 !!lt 1 !1 /lllll 111 -ll!! !! It EMBED. 0 0 EMBED. 0. 13 0. 13 /_111 \1 \Lt\1 M1111. 1A 11L11111 {1.111 1 ANCHOR TYPE A, B, C OR D SPACED AS PER TABLE A3 OR ANCHOR TYPE E SPACED AT 5' 0C 1\n\u\\a\\\\n\\u\\nnan■ 0. 50 WALL DRESSING ANCHOR TYPE C SPACED AS PER TABLE Al 1/4 -4X2 6005 -T5 1-ALUMINUM ANGLE C FW) FINISHED WIDTH ANCHOR TYPE A, B, C OR D 1. 05 SPACED AT 6' ❑C „trollllllolla;1 101 = 111111F , U11 \411 \11 \\ \I1\N1111 \i1\ \;1115 1•I 0. 50 WALL DRESSING ANCHOR TYPE C SPACED AT 5' 0C 1/4 -4X2 6005 -T5 ALUMINUM ANGLE 1. 00 C FW) FINISHED WIDTH ANCHOR TYPE A, B, C OR D SPACED AT 5' ❑C 1 DETAIL B W/ SINGLE ANGLE MOUNT 1. 00 1.....--(TT) TRACK TO TRACK DETAIL B W/ DOUBLE ANGLE MOUNT (TT) TRACK TO TRACK--.- ADVANCED HURRICANE TECHNOLOGIES 2409 J &C BLVD. NAPLES, FLORIDA 34109 Phone: (239) 260 -0020 Fax: (239) 260 -0023 PRODUCT: 58 mm Super T IMPACT ROLLING WALL LARGE & SMALL MISSILE IMPACT RATED Engineering: "iErtg(grr 3ric. CA 8116 6971 W. Sunrise BIvd. 104 Plantation, FI. 33313 ENGCO@AOL.COM : UR r'i} ;rhrti v E.u9 Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING! PK DRAFTING & MORE MIAMI -DADE BCCO: •. .. • •• • • • • • •00• • • • •••. 0000 •••• Date: 110/2009 • Soala:NA .. • Design Igy: PPM, • • • • • .• Drawing Nt11' 1t er 09 -001 • SHEET 5 of 13 •• • 0000 • • .00• • • •.•.• • •• • ANCHOR SCHEDULEI ANCHOR DESCRIPTION MATERIAL EMBEDMENT EDGE DISTANCE A 5/16' ITW TAPCONS MIN. 2899 psi CONCRETE 2 1/4° 3 1/8° B 5/16° ITW TAPCONS GROUT FILLED C -90 BLOCK 2 1/4' 4' C 1/4° -14X1' GRADE 5 MIN. 1/4° 6063 -T6 ALUM. C 1/2° ABCD SELF DRILLING SCREWS OR A36 3 /16'STEEL 3/8° D 5/16 °X3' TAPCONS WOOD WITH G>=. 55 2 1/4' 1 -1/4' E 3/8° POWERS WEDGE BOLT MIN, 3000 psI CONCRETE 3 1/2' 4 -1/2° LOAD Psf TRACK TO TRACK 72 84 96 108 144 216 285.4 ABCD A B C D A B C D ABCD A B C D A B C D A B C D 30 6 6 5 6 6 6 5 6 6 6 5 6 6 6 5 6 6 6 5 6 - - - - - - - - 4 0 6 6 5 6 6 6 5 6 6 6 5 6 6 6 5 6 5 6 5 4 - - -- 44 6656 6656 6656 6656 5543 - - -- 50 6656 6656 6656 6656 4443 60 6656 6656 6656 6656 -433 70 6656 6656 6656 6656 - -3- 75 6656 6656 6656 6656 - -3- 80 6656 6656 6656 6655 90 6656 6656 6656 6654 100 6656 6656 6656 5544 110 6 6 5 6 6 6 5 6 6 6 5 6 4 5 4 3 113 6 6 5 6 6 6 5 6 6 6 5 5 4 4 4 3 120 6656 6656 6655 130 6656 6656 5654 133 6656 6656 5554 140 6656 6656 150 6656 6656 160 6656 6656 .170 6 6 5 6 180 6656 190 6656 200 6656 TABLE A2 SPACING ON CENTER FOR 2X4 BUILT -OUT MOUNT INSTALLATION TABLE A2.1 SPACING ON CENTER FOR 4X4 BUILT -OUT MOUNT INSTALLATION TRACK TO TRACK LOAD Psf 30 40 44 50 60 70 75 80 90 100 110 113 120 130 133 140 150 160 170 180 190 200 72 A 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 B 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 84 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 B 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 96 A 6 6 6 6 6 6 6 6 6 5 5 4 4 4 B 6 6 6 6 6 6 6 6 6 6 5 5 4 4 C 5 5 5 5 5 5 5 5 5 4 4 3 3 D 6 6 6 6 6 6 6 6 6 5 4 4 4 3 3 108 A 6 6 6 6 6 6 5 5 4 B 6 6 6 6 6 6 6 5 4 4 C 5 5 5 5 5 5 5 4 4 3 3 3 D 6 6 6 6 6 5 4 4 3 3 3 144 A 5 B 6 4 C 5 3 3 D 5 3 3 216 A B C D 285. 4 A B C D SP ANC ANCHOR TYPE A, B, C OR D SPACED AS PER TABLE A2 OR ANCHOR TYPE E SPACED AT 6' OC ANCHOR TYPE C SPACED AS PER TABLE Al ANCHOR TYPE A, B, C OR D ACED AS PER TABLE A2, 1 OR HOR TYPE E SPACED AT 5 °0C ANCHOR TYPE C SPACED AS PER TABLE Al 2. 00 0. 50 �2. 00 41 L,T1 MUUUWUUMWMMIt; 0. 50 L EDGE DISTANCE (ED) %,� q w co w 11 11 1:I UIUUU1UlUUlUUU1UUD ( EDGE DISTANCE_____ ( ED) _ A w 00 I W 4— 1/4 -4X2 6005 -T5 rALUMINUM TUBE WALL DRESSING DETAIL C W/ 2X4 TUBE MOUNT 1.00 —(TT) TRACK TO TRACK —+ j (FW) FINISHED WIDTH WALL DRESSING DETAIL C W/ 4X4 TUBE MOUNT 1/4 -4X4 6005 -T5 ,,-- ALUMINUM TUBE 1. 00 k --(TT) TRACK TO TRACK j (FW) FINISHED WIDTH ' ADVANCE D HURRICANE TECHNOLOGIES 2409 J &C BLVD. NAPLES, FLORIDA 34109 Phone: (239) 260 -0020 Fax: (239) 260 -0023 PRODUCT: 58 mm Super T IMPACT ROLLING WALL LARGE & SMALL MISSILE IMPACT RATED Engineering: Ext (grf lint. CA 8116 6971 W. Sunrise BIvd. 104 Plantation, Fl. 33313 ENGCO@AOL.COM Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING; PK DRAFTING & MORE MIAMI -DADE BCCO: • J; •• •• • • •410. ••.• • •• • • • •• • • • Ddt ? D2110/2009 • SCaWMA4 •• • Deno by: PPM • ' • • • • • ' •... 41..• Drawing Number 09 -001 SHEET 6of13 • • •� 0000 • • 000• • • • • • • SLAT Span STORM BAR HEIGHT 72 84 96 108 120 42 92 92 92 85 64 48 75 75 75 74 55 54 65 65 65 65 49 60 56 56 56 56 45 66 49 49 49 49 40 72 44 44 44 44 36 SLAT Span STORM BAR HEIGHT 72 84 96 108 120 42 160 126 95 74 56 48 133 110 83 65 49 54 113 98 74 58 43 60 98 87 66 52 39 66 86 79 60 47 35 72 75 73 55 43 32 SLAT STORM BAR HEIGHT Span 40 46 52 58 70 36 113 113 101 73 41 42 92 92 86 62 35 48 75 75 75 55 -- 54 65 65 65 48 -- 60 56 .56 56 44 -- 72 44 44 44 36 -- SLAT Span STORM BAR HEIGHT 60 72 84 96 108 42 160 131 95 69 49 48 133 114 83 60 42 54 113 102 74 53 38 60 98 91 66 48 34 66 86 83 60 43 30 72 75 75 55 40 -- SLAT STORM BAR HEIGHT Span 60 72 84 96 108 42 92 92 92 78 55 48 75 75 75 68 48 54 65 65 65 60 43 60 56 56 56 55 38 66 49 49 49 49 35 72 44 44 44 44 32 SLAT STORM BAR HEIGHT Span 40 46 52 58 70 36 196 129 89 64 36 42 160 110 76 55 -- 48 133 97 67 48 -- 54 113 86 59 43 -- 60 98 77 53 38 -- 72 75 64 44 32 -- SLAT STORM BAR HEIGHT Span 40 46 52 60 72 36 113 113 113 106 61 42 92 92 92 91 52 48 75 75 75 75 45 54 65 65 65 65 40 60 56 56 56 56 36 72 44 44 44 44 30 SLAT STORM BAR HEIGHT Span 40 46 52 60 72 36 200 177 138 94 54 42 160 151 118 80 46 48 133 132 103 70 40 54 113 113 92 62 35 60 98 98 82 56 32 72 75 75 69 46 26 SLAT SPAN (IN) DESIGN RATING (PSF) 72 ±200 66 +200 60 +200 54 +200 48 +200 42 +200 36 +200 114 -2x2 STORM BAR - 2 SPANS 118 -2x3 STORM BAR - 2 SPANS 1/4 -2x4 STORM BAR - 2 SPANS OR 118 -2X5 STORM BAR STORM BARS SELECTION TABLES POSITIVE DESIGN RATING - Pd (Psf) 1/8 -2x6 STORM BAR - 2 SPANS TABLE 1.1 ALLOWABLE POSITIVE DESIGNED PRESSURE 1/4 -2x2 STORM BAR - 3+ SPANS 1/8-2x3 STORM BAR - 3+ SPANS 114 -2x4 STORM BAR - 3+ SPANS OR 1/8 - 2X5 STORM BAR 1/8 -2x6 STORM BAR - 3+ SPANS STORM BAR USER GUIDE; W Z AI- 4.1 a CONNECTION 1 ON SHEET 9 STORM BAR NOTES; CONNECTION 3 ON SHEET 8 1- OBTAIN DESIGNED PRESSURE AS PER GENERAL NOTES 4 2- FIND THE MAXIMUM NEGATIVE PRESSURE RATING ON TABLE 1 BASED ON TRACK TO TRACK DIMENSION (TT) 3- FIND THE MAXIMUM POSITIVE RATING PRESSURE ON TABLE 1.1 BASED ON SLAT SPAN DIMENSION (SPAN) 4- SELECT THE PRESSURE RATING FOR THE INTERIOR STORM BAR BASED ON STORM BAR TYPE, HEIGHT AND SLAT SPAN. 5- THE PROJECT POSITIVE AND NEGATIVE DESIGN PRESSURES PROVIDED BASED ON GENERAL NOTE 4 MUST BE LOWER OR EQUAL THAN THE PRESSURE RATINGS. STORM BARS MOUNTING OPTIONS CONNECTION 5 ON SHEET 10 STORM BARS ALUMINUM CLIPS MADE OF 1/4 -2X2 6063 -T6 ALLOY CONNECTION 2 ON SHEET 9 1- ALL STORM BAR SHAPES TO BE 6063 -T6 ALUMINUM. 2- TABLES MUST WORK IN CONJUNCTION WITH MAXIMUM ALLOWABLE TT TABLES ON SHEET 1. 3- SPAN = TT / NUMBER OF SPANS 4- THESE TABLES ARE LIMITED BY THE SHAPES AND ANCHORAGE USED. SPECIFIC CONDITI ❑NS OUT OF THE SCOPE OF THESE TABLES CAN BE ADDRESSED WITH A SITE SPECIFIC DESIGN BY A PROFESSIONAL ENGINEER. CONNECTION 5 ON SHEET 10 - 11/1111111111111111i11111 M11 W W Z W TT ( W/ 3 SPANS) Span Span Span TA HEADER CONNECTION 4 ON SHEET 10 CONNECTION 2 ON SHEET 9 CONNECTION 2 ON SHEET 9 SILL CONNECTION 4 ON SHEET 10 SPAN - SLAT SPAN DH - DOOR HEIGHT SBH - STORM BAR HEIGHT TA - STORM BAR TRIBUTARY AREA +TT (W/ 2 SPANS)--•- Span Span ADVANCED D V H U R R I C A N E TECHNOLOGIES 2409 J &C BLVD. NAPLES, FLORIDA 34109 Phone: (239) 260 -0020 Fax: (239) 260 -0023 PRODUCT: 58 mm Super T IMPACT ROLLING WALL LARGE & SMALL MISSILE IMPACT RATED Engineering: EngCCia Jnr. CA 8116 6971 W. Sunrise BIvd. Plantation, FI. 33313 ENGCO©AOL.COM VAR 2 re] Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING; PK DRAFTING & MORE MIAMI -DADE BCCO: Approved - as complying evhh the FoddsB:E Dm MINA )i ' Faadus: *::, >e,< ,:; • Br 4 •• •• • • • • • •• • -• • • -•• • • ▪ .• Dom! QB/4 0/2009 . SeaIe'NA • • • Dgsigg b7: PPM . • •' Drawing Number 09 -001 SHEET 7 of 13 • • • • • 4NECTI ❑N 2 t4 TYI 4. 00 •2.00 1111 v Y 11:1j18111111111-w- " v CON2 r 6 . 1i I S21 'E - SX2 1 SL 'S - 9X2 C/ 'b - CY? 0 0 0 cu CONNECTI ❑N 2 h-2. 1/4 - 2X2 STORM BAR , - _ C ED) EDGE DISTANCE i "'71//1/ 'lllllllllll\IIIC • 11 IG 4. 00 2. 00-1 C2) ANCHORS TYPE F1 1/4 -2X2 6063 -T6 ALUMINUM STORM BAR 1/8 -2X2 6063 -T6 ALUMINUM CLIP 4. 00 O O N O 3. 50 J CON2 I---2. SO-- -� ED> EDGE DISTANCE 114 -2X4 STORM BAR CONNECTION 3 - STORM BARS ANCHORAGE FLOOR/CEILING MOUNTED TO CONCRETE 0 CONNECTION 2 1/8 -2X2 6063 -T6 ALUMINUM CLIP 1118 - 2X3 STORM BAR 3.001 4. 00 �2. 00 t ED) EDGE DISTANCE 1 f� i i � Ill/JI;II H CONS C2) ANCHORS TYPE F1 1/8-2X3 6063 -T6 ALUMINUM STORM BAR CONNECTION 2 0 0 u) N 1/8 -2X2 6063 -T6 ALUMINUM CLIP 4. 00 h•-2. 00-j C4) ANCHORS TYPE F1 1/4 -2X4 6063 -T6 ALUMINUM STORM BAR CONNECTION 3 - ANCHOR SCHEDULE ED - EDGE DISTANCE 118 -2X5 STORM BAR 1/8 -2X6 STORM BAR 11 C N 2X5 - 4. 75 2X6 5. 75 2X5 - 3. 125 2X6 - 3. 75 1/8 -2X2 6063 -T6 ALUMINUM CLIP .1 (ED) EDGE DISTANCE -1/8 -2X6 OR 1/8 -2X5 6063 -T6 ALUMINUM STORM BAR ANCHORS E F1 TYPE F1 DESCRIPTI ❑N 5/16 -18 CALKIN MANUFACTURER POWERS EMBEDMENT 1' ED 4° BASE MATERIAL 3000 psi CONCRETE ADVANCE D H U R R I C A N E TECHNOLOGIES 2409 J &C BLVD. NAPLES, FLORIDA 34109 Phone: (239) 260 -0020 Fax: (239) 260 -0023 PRODUCT: 58 mm Super T IMPACT ROLLING WALL LARGE & SMALL MISSILE IMPACT RATED Engineering: (h(.a 3 nr. CA 8116 6971 W. Sunrise BIvd. 104 Plantation, FI. 33313 ENGCO@AOL.COM i•tl:a 2 E i4) Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING PK DRAFTING Si MORE MIAMI -DADE BCCO: Arip ow.6 'wiih 213: 1400A _ +`: °4' E odif: • • • • NIOAt_ ere* IDAe Miami Obttn 0 • • ••0• • •• • •• • 0000 • • 0000 Datei 9$/10/2009 • Scale: NA 0 Deligntb , PPMF "6 • • • Drawing Number 09 -001 SHEET 8 of 13 TYPE DESCRIPTION MANUFACTURER EMBEDMENT ED BASE MATERIAL F 1/4 -20 CALKIN POWERS 7/8' 3° 3000 psi CONCRETE F3 1/4 -20 CALKIN POWERS 7/8' 3° HOLLOW CONCRETE MASONRY <4 PER END) #10- 16X3/4 SDS STORM BAR SLOT TO ALLOW BOLT TO SLIDE <4 PER END) #10- 16X3/4 SDS CONNECTION 2 - STORM BAR CONNECTION TO ALUMINUM CLIP 0.50 0. 50 NOTE' CO❑NECTION 2 WITH SELF DRILLING SCREWS OR BOLTS W/ NUTS CAN BE USED AT HEADER OR SILL CONDITIONS 3 4', 5', 6' STORM BARS <2 PER END) 1/4 -20 SS PHMS WITH WASHERED WING NUT <1 PER END) 1/4 -20 SS PHMS WITH WASHERED WING NUT N .1"8111/111111-' 1-1"\\\\\‘°i 1 <4 PER END) #10- 16X3/4 SDS STORM BAR SLOT TO ALLOW BOLT TO SLIDE 1/4 -20 SS PHMS WITH WASHERED WING NUT 4', 5° 6' STORM BARS 0. 63 L75', 2.75', 3.75', 4.75' 1,5', 2.5', 3.5', 4.5' u ' uuu „„„„„„nuum„„„„. r ---- <2) ANCHORS TYPE F OR F3 w V W Z W 0 A 1/8 -2X2 6063 -T6 ALUMINUM CLIP <1 PER END) 1/4 -20 SS PHMS WITH WASHERED WING NUT ED - EDGE DISTANCE 2 ° ,3 ° , 4',5', 6' STORM BARS <1 PER END) 1/4 -20 SS PHMS WITH WASHERED WING NUT h2. 001 <2) ANCHORS TYPE F OR F3 CONNECTION 1 - STORM BAR CONNECTION TO WALL 11 L'lNIDIIIIIIIIII ➢IIIINIIIIIIINII 0 <4 PER END) #10- 16X3/4 SDS w U A H LJ W 0 PtI- w0 a <2) ANCHORS TYPE F OR F3 1/8 -2X2 6063 -T6 ALUMINUM CLIP 1/8 -2X2 6063 -T6 ALUMINUM CLIP I 1 1 1 1 1 <2) ANCHORS <4 PER END) TYPE F OR F3 #10- 16X3/4 SDS NOTES! 1- STOM BAR SUPPORTED BY BEARING AGAINST THE WALL 2- CONNECTION WITH SELF DRILLING SCREWS OR BOLTS W/ NUTS CAN BE USED AT HEADER OR SILL CONDITIONS h2. 00� 7 0 fU 1.00 2',3 °, 4 6' STORM BARS J . \`.\\"\\"1" Cli nr ..Innluu4 1 \UU \\ \ 0 ADVANCED HURRICANE TECHNOLOGIES 2409 J &C BLVD. NAPLES, FLORIDA 34109 Phone: (239) 260 -0020 Fax: (239) 260 -0023 PRODUCT: 58 mm Super T IMPACT ROLLING WALL LARGE & SMALL MISSILE IMPACT RATED Engineering: IEzTgTo lint. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO©AOL.0 • M 66:;.11 4 j L J Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING PK DRAFTING & MORE MIAMI -DADE BCCO: I 2 IaI; .. .:, x1(c mad -' ts.4•• • •• • • 0000 • • 0000 • •• • • • • 00.41 • • •••• Date+ $t1 D/2009 • • Scale: NA • • • • Delign • 4 PPMF • • • Drawing Number 09 -001 SHEET 9 of 13 (4) 1/4° -14X1 GRADE 5 SELF DRILLING SCREWS (4) 1/4° -14X1 GRADE 5 SELF DRILLING SCREWS CONNECTION 4 STORM BARS ANCHORAGE FLOOR/CEILING TO BUILT -OUT TUBE OR HEADER CONNECTI ❑N 2 2. 00 0. 63 1/4 -2X2 6063 -T6 1/8 -2X2 6063 -T6 ALUMINUM STORM BAR ALUMINUM CLIP �2. 00-1 C ❑N2 r %! Intl \1C►� //////////r i� Tinrunl""""' ill ■yi∎i:1 i CONNECTION 2 (4) 1/4° -14X1 GRADE 5 SELF DRILLING SCREWS CONNECTION 2 (4) 1/4° -14X1 GRADE 5 SELF DRILLING SCREWS 4' 5° 6' STORM BARS 0. 50 1. 75' , 2. 75' , 3. 75' , 4. 75' CONNECTION 5 HEADER / SILL ALUMINUM TUBE ANCHORED TO WALL fr -2', 3', 4', 5', 6'-4-1 ', 3 4', 5° OR 6' SILL OR HEADER <3 PER CONNECTION) 1/4' TAPC ❑NS 1 -1/4' INTO MASONRY 1/4' TAPCONS 1 -1/2' INTO WOOD NOTE1 HEADER AND SILL TUBE CONNECTED TO WALL BY BEARING. 1 I I I I STORM BAR CONNECTION 2 C ❑NNECTION 4 6063 -T6 ALUMINUM TUBE C ❑NNECTI ❑N 2 CONNECTION 4 TU :E ADVANCED HURRICANE TECHNOLOGIES 2409 J &C BLVD. NAPLES, FLORIDA 34109 Phone: (239) 260 -0020 Fax: (239) 260 -0023 PRODUCT: 58 mm Super T IMPACT ROLLING WALL LARGE & SMALL MISSILE IMPACT RATED Engineering: Ett4To ,Jztr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO@AOL.gOM n !0.R 5 L a�L Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING: PK DRAFTING & MORE MIAMI -DADE BCCO: �s = a° E n atiyr�y:� Gr' fib f;t • • •••• •••• • • • • • • 0• • • • 4,0 Datg;0!2!1f&2009 •• • Scale: I A • • . Design bxr:$PMF **oil • Drawing Number 09 -001 SHEET 10of13 DOOR MODULE MULLION TYPE & MAX, HEIGHT 1/4 -4x8 1/4 -4x6 1/4 -4x4 144 132 120 120 108 96 96 84 72 294 30 30 30 28 30 30 21 30 30 249 38 38 38 33 38 38 24 37 38 201 49 51 51 41 51 51 30 45 51 177 55 62 62 47 62 62 34 52 62 129 76 91 98 65 89 98 47 71 98 105 94 112 133 80 110 133 58 88 133 81 122 145 176 104 142 181 76 114 181 NOTES: 1- MULLI ❑NS WERE DESIGNED BY RATIONAL ANALYSIS BASED ON THE ALUMINUM DESIGN MANUAL 2005 ED. AND THE FLORIDA BUILDING C ❑DE. 2- DEFLECTION CRITERIA' MAXIMUM SPAN /180 3- VALUES ABOVE IS APPLICABLE ONLY FOR EQUAL MODULES FW1= FW2 =FW3. 4- UNEQUAL MODULES ARE TO BE DESIGNED BY RATIONAL ANALYSIS IN A CASE BY CASE BASIS. UUVK HEIGHT (SH) FW1 FW2 FW3 SPACED MULLIONS SELECTION MULLION 1 ,-MULLION 2 MULLION 1' TM1= (FW1 +FW2) / 2 MULLION 2' TM2= (FW2 +FW3) / 2 TM' TRIBUTARY MODULE MULLION BARS SELECTION TABLES (PSF) MULLIONS SECTIONS (TT) TRACK TO TRACK (FW) FINISHED WIDTH 1-4. 00-1 -► 4' H 4. 00-1 0.25 TYPICAL 1/4 -14X1 GRADE 5 SDS SPACED AT 12'OC 0. 25 1/4 -2X2 6063 -T6 ALUMINUM BEARING ANGLE 0. 25 -- 4. 00 ANCHOR TYPE C SPACED AS PER TABLE Al ON SHEET 4 DETAIL D 4X MULLION --) ( TT) TRACK TO TRACK (FW) FINISHED WIDTH tn I — F . 0. 25 ALTERNATE MULLION 'T' 1/4 -4X4 • T' 1/4-4X6 T' 1/4 -4X8 MULLION 6063 -T6 0 0 m ADVANCE D HURRICANE TECHNOLOGIES 2409 J &C BLVD. NAPLES, FLORIDA 34109 Phone: (239) 260 -0020 Fax: (239) 260 -0023 PRODUCT: 58 mm Super T IMPACT ROLLING WALL LARGE & SMALL MISSILE IMPACT RATED Engineering: rt Can ,Jnr. CA 8116 6971 W. Sunrise BIvd. 104 Plantation, FI. 33313 ENGCO@4OL.COM MAR L :-.T J Engineer Seal Pedro De Figuelredo PE 52609 DRAFTING' PK DRAFTING it MORE MIAMI -DADE BCCO: 0000 • • .... ••00 • • •0 • Date; QZI1 Q/2009 • • • Scale: '..'. Deeign fly ?PPMF • • ... Drawing Number 09 -001 SHEET 11 of 13 ANCHOR SCHEDULE: ANCHOR DESCRIPTI ❑N MATERIAL EMBEDMENT EDGE DISTANCE A. 5/16'X3' TAPCONS MIN. 2899 psi CONCRETE 2 1/4' 3 1/8' B 5/16'X3' TAPC❑NS GROUT FILLED C -90 BLOCK 2 1/4° 4' E 3/8'X4' WEDGE BOLTS MIN. 3000 psi CONCRETE 2 1/2' 4 1/2' 4. 00 -` 1/4 -4X4 1/4 -4X2 6063 -T6 ALUMINUM CLIP 1/4 -4X6 1/4 -4X2 6063 -T6 ALUMINUM CLIP 1 /4 -4X8 1/4 -4X2 6063 -76 ALUMINUM CLIP (4 PER CLIP) 3/8' WEDGE BOLTS W/ 2' PENETRATION INTO CONCRETE (4 PER CLIP) 3/8° WEDGE BOLTS W/ 2' PENETRATI ❑N INTO CONCRETE <3 PER CLIP) 1/4 -14X1 GRADE 5 SDS <4 PER CLIP) 3/8' WEDGE BOLTS W/ 2' PENETRATION INTO CONCRETE (3 PER CLIP) 1/4 -14X1 GRADE 5 SDS EQUALLY SPACED MULLIONS WALL AND INSET CONNECTIONS FC1 FLOOR /CEILING MOUNT FC2 FLOOR /CEILING MOUNT FC3 FLOOR /CEILING MOUNT NOTE: ANGLE CLIP TO BE PLACED INSIDE TUBE L".I X CU <I I M . O -1 1/40 -1 4 ANCHORS W4 TYPE B OR E WALL MOUNT 4 anchors 3 -3/4' 3 -3/4' W6 WALL MOUNT 6 anchors t TYPICAL <6 PER CLIP) 1/4 -14X1 GRADE 5 SELF - DRILLING SCREWS 6 ANCHORS TYPE A, B OR E TYPICAL <6 PER CLIP) 1/4 -14X1 GRADE 5 SELF - DRILLING SCREWS 3 -3/4' 3 -3/4' 9 ANCHORS TYPE A OR B W9 WALL MOUNT 9 anchors 4 M X W t•) N J Z � 0 '.. X 0 O J • a r� I TYPICAL <6 PER CLIP) 1/4 -14X1 GRADE 5 SELF - DRILLING SCREWS WALL MOUNT ANCHOR SELECTION ADVANCED H U R R I C A N E TECHNOLOGIES 2409 J &C BLVD. NAPLES, FLORIDA 34109 Phone: (239) 260 -0020 Fax: (239) 260 -0023 PRODUCT: 58 mm Super T IMPACT ROLLING WALL LARGE & SMALL MISSILE IMPACT RATED Engineering: Eng Tv 3nr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FL 33313 ENGCO@AOL.COM V p� "e �Pi f Engineer Seal Pedro De Fig ueiredo PE 52609 DRAFTING: PK DRAF11NG & MORE MIAMI -DADE BCCO: FDA $Yr �/�•t�.e��' - 1K . - . • • • • .• • ..•. • • •••• ai •••• Tin •e.:.rx • • Datt.01QI2009 • • • Scale AA • • • Dedgn Dx:'PPMF • • • • • • • .•• Drawing Number 09 -001 SHEET 12of13 MULLION TYPE 4X4 4X6 4X8 ° La W6 W9 W9 B W4 W6 W9 L ib E W4 W6 W6 4. 00 -` 1/4 -4X4 1/4 -4X2 6063 -T6 ALUMINUM CLIP 1/4 -4X6 1/4 -4X2 6063 -T6 ALUMINUM CLIP 1 /4 -4X8 1/4 -4X2 6063 -76 ALUMINUM CLIP (4 PER CLIP) 3/8' WEDGE BOLTS W/ 2' PENETRATION INTO CONCRETE (4 PER CLIP) 3/8° WEDGE BOLTS W/ 2' PENETRATI ❑N INTO CONCRETE <3 PER CLIP) 1/4 -14X1 GRADE 5 SDS <4 PER CLIP) 3/8' WEDGE BOLTS W/ 2' PENETRATION INTO CONCRETE (3 PER CLIP) 1/4 -14X1 GRADE 5 SDS EQUALLY SPACED MULLIONS WALL AND INSET CONNECTIONS FC1 FLOOR /CEILING MOUNT FC2 FLOOR /CEILING MOUNT FC3 FLOOR /CEILING MOUNT NOTE: ANGLE CLIP TO BE PLACED INSIDE TUBE L".I X CU <I I M . O -1 1/40 -1 4 ANCHORS W4 TYPE B OR E WALL MOUNT 4 anchors 3 -3/4' 3 -3/4' W6 WALL MOUNT 6 anchors t TYPICAL <6 PER CLIP) 1/4 -14X1 GRADE 5 SELF - DRILLING SCREWS 6 ANCHORS TYPE A, B OR E TYPICAL <6 PER CLIP) 1/4 -14X1 GRADE 5 SELF - DRILLING SCREWS 3 -3/4' 3 -3/4' 9 ANCHORS TYPE A OR B W9 WALL MOUNT 9 anchors 4 M X W t•) N J Z � 0 '.. X 0 O J • a r� I TYPICAL <6 PER CLIP) 1/4 -14X1 GRADE 5 SELF - DRILLING SCREWS WALL MOUNT ANCHOR SELECTION ADVANCED H U R R I C A N E TECHNOLOGIES 2409 J &C BLVD. NAPLES, FLORIDA 34109 Phone: (239) 260 -0020 Fax: (239) 260 -0023 PRODUCT: 58 mm Super T IMPACT ROLLING WALL LARGE & SMALL MISSILE IMPACT RATED Engineering: Eng Tv 3nr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FL 33313 ENGCO@AOL.COM V p� "e �Pi f Engineer Seal Pedro De Fig ueiredo PE 52609 DRAFTING: PK DRAF11NG & MORE MIAMI -DADE BCCO: FDA $Yr �/�•t�.e��' - 1K . - . • • • • .• • ..•. • • •••• ai •••• Tin •e.:.rx • • Datt.01QI2009 • • • Scale AA • • • Dedgn Dx:'PPMF • • • • • • • .•• Drawing Number 09 -001 SHEET 12of13 N❑TEI THE ROLL —UP MECHANISM (GEARS, MOTORS, SUPPORTING END PLATES) ARE NOT PART OF THIS APPROVAL. MANUFACTURER IS RESPONSIBLE TO SPECIFY THESE COMPONENTS FOR PROPER SHUTTER OPERATION. HOOD ASSEMBLY O 0 0 O ® 0 O 0 0 MOTOR ASSEMBLY (2) #8X1/2' SMS ( 2) #8X1/2' SMS II II t ' J END CAP NECK SLATS J ALUMINUM HOOD GEAR ASSEMBLY PIV ❑T GALVANIZED OR ALUMINUM REEL HOUSING (2) #8X1 /2° SMS 5 SIDED HOUSING 8' THRU 16'� 8' THRU 16' 4 SIDED HOUSING 8' THRU 16° 6 SIDED HOUSING ADVANCED HURRICANE TECHNOLOGIES 2409 J &C BLVD. NAPLES, FLORIDA 34109 Phone: (239) 260 -0020 Fax: (239) 260 -0023 PRODUCT: 58 mm Super T IMPACT ROLLING WALL LARGE & SMALL MISSILE IMPACT RATED Engineering: Eng Tv i%xw. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO@AOL.COM Van 1 FI Engineer Seal Pedro De Rgueiredo PE 52609 DRAFTINGi PK DRAFi1NG MORE MIAMI -DADE BCCO: • •• • • • • : • •.;-• .•• •• • • • . ... •, • • • •••• • • • •. t. .- • •• • •••• • • •.•. wmarge4 e . DatrA21010/2009 • • • Scals:•NA • ' • • Design by •PPMF •••• • • •••• Drawing Number 09 -001 SHEET 13 of 13 P Z r18 T : f4 5FO-1 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT KO -� SUBJECT i ® CCMPLJANCE WITH ALL FEDERAL STATE AND CCUNiY aULES AND REGULATIONS • • •• • • • • •••• • • • • • • • P011-7,Wq la AUG 0 '0.2010 BY, • •• • •• • • • • •••• • • • •