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HomeMy WebLinkAboutSUBMITTED PAPERSPermit N-•- I)er• 1. 3. St. Lucie County Building & Zoning Department 2300 Virginia Avenue St Fort Pierce, FL 94982 772-462.1553 APPLICATION FOR STORM SHUTTER PERMIT DATE: I o� LOCATION/SITE ADDRESS: PARCEL ID NUMBER: SEE REVERSE SIDE FOR INSTRUCTIONS 33 LA -- F� --- tip\ ti-4 —� SECT TWP J7G L I MAP IN DESCRIPTION OF PROJECT OR WORK ACTIVITY: . 11 _ I_ 1- ..O,%T' _ 4. TYPE OF STRUCTURE: SFR 5, OWNER INFORMATION ADDITION OTHER 6. Name: '4`V�`�+�Q f�S 2 0-fi Address: City: State: v-d zip:�v� 6 Phone: Type of Surface attachment: Wood Frame Concrete S B�NF6 "Cie ��unty CONTRACTOR INFORMATION FL Reg/Cert #: --\i � 7 County Cert #: Cry I S O g 3 l `? Business Name: C-k e V Z\, e )L LC — Masonry Other Product Type • Maximum Opening Pressure per A,S.C:E.-7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion D3 S2 NS Roll Up t Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ _'2i22 FEES DUE: RECEIPT: 7 OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT QUAL RS/OWERS NAME SIGNATURE OP QU STATE OF FLORIDA, COUNTY OF S"r 1 V ACKNOWLEDGED BEFORE ME THIS DAY OF 201Q.,, BY, �� \� pZ� 13 OR WHO HAS PRODUCED AS ENT CATION. nn- Illn -4�� ho �p ICJ( 'SIGNATURE OF NOTARY TYPE OR PRINT NAbaEbF Nor TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. JOSEPH E. SMITH, CLERK }F "a?HE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3543917 OR BOOKt A PAGE 1818, Recorded 12/17/2010 a: -7:51 PM ocaAtrra7lJt„mFR_ ... _ . NOTICE OF COMMENCEMENT The undersigned hereby given notice, that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. x 1. DESCRIPTION OF PROPERTY (Legal description and sttect address) TAX FOLIO NUMBER: n7 rvr•u D TRACT, LOT__BLDG UN1T 2.GENERALDESCRIPTIONOFDMOVEMENT: N ►\l y=0V .1. OWNER INFORMATION: a. Name b. Addresso + i Z c. interest in propertyy j %a.,e1"2 d Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER-.ZtCjAj L jG . k173taZ — 64 2 3 Pt- CLeF.k)Aet say �oa1 `?'eece �Sga�- - 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1 Xa) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: S. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice ter provided in Section 71 3. 13 (1 Xb), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expimtion date of notice of commencement (the expiration date is 1 year from the date of recording union a different dote is ._....:rAl .20 Sipsoture of Owner or Print Name and Provide Signatory's Titfe/Offlce Owner's Authorized offlcer/Director/PartnerfMannger State of Florida County of �VGe 'rhe foregoing instrument was acknowledged before site this _day of �} 20 \ O \ Pw atn dab 0 er By �y�b T ..e. Owner Otucer. ttlsstee, attorney in fact) (printed name ot'pussms signing above) (Type of authority. For ��eui1� �� C. tNome of early on behalf of whom rtustrtuurerst was c ecmed) Personally Known_ or produced the following type of ID: �� &o'L MADELALUZVELA9l:0 ,. WCOMMWICNJDD833066 EXPIRES: October 22' 2012 4(ai�C Og v4A 1M Wary Prerc Ued'Ja-ff14-WWI 1F` ! imamrcnfNotarvPublic) IJndr ptmaltiOf porlm}: ! decterc hat i have read the !oregomg tuna Mat the facts in tt are true -o err: 7st of my snowieage ant; belief (section H2 25.Florida 5tamteSI. Signature(5)of owner(s) or owner(s)' Authorized Ofticer/Dlrector/Partner/Msuager who signed above: X X BY -- sv • ---.....__ (Sit✓tatttref (Printca'Vamel STATE OF FtORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. 3.OS.EP F UMIT , CL RK By' DQEe: Q� it IIW- o i< NO s> a N,. CN,kl:; coolpGo 11i cy, O �v %NN3rq cvO-�, s(ZO %p 1 �gbjtpj 11 f �'s Q 00 _t \ MIAMI-DARE COUNTY, FLORIDA MIAMDODE METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 BUG CODE COMPLIANCE.OFFICE (BCCO) MIA'v1I, FLORIDA 33130-1563 PRODUCT CONTROL DIVISION (305) 375-2901 FAX (305) 375-2908 www buildin codeonline.com NOTICE OF ACCEPTANCE NOA Rollingshield, Inc. 2500 N.W. 741 Avenue Miami, Florida 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. sion and accepted The documentation submitted hasseen Appeals BOReviewed by RA) to be usedami-Dade County Product Control n Miiami Dade County and otheraeasl by the Board of Rules and 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: HPMA / erformance system 111 Aluminum Accordion Shu APPROVAL DOCUMENT: Drawing No. 05-120, titled " Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated June 01, 2005, last revision #1 dated June 01, 2005, signed and sealed by Walter A. Tillit Jr., P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MSSILE 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 # 05-0929.01 and consists of this page 1, evidence submitted pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 06-0306.06 Expiration Date: 06/25/201111 bQ /7,7/20D 6 Approval Date: 04/27/2006 Page 1 Rollingshield, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01-0502.10 A. DRAWINGS 1. Drawing No. 01-115, titled " HPMA / Performance System 1 Accordion Shutter", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated April 27, 2001, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1_ See Association's generic approval number 01-0026. C. CALCULATIONS 1. See Association's generic approval number 01-0026. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval number 01-0026. E. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated April 24, 2001, certifying this product to meet the criteria of product tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami -Dade County Approval No. 01-0026, signed by Mr. Jeffry T. Robinson. 2. Acknowledgment letter by Rollingshield, Inc. dated April 25, 2001, signed by Mr. Jose Antonio Delgado. 3. Letter by Tilteco, Inc., dated April 26, 2001, certifying that the drawing (No. 01-115) prepared for Rollingshield, Inc., signed and sealed by Walter A. Tillit Jr., P.E., is engineering wise identical to Hurricane Protection Manufacturers Association, Inc. generic drawing (No. 00-120). 4. Acceptance Letter issued to Mr. Jose Antonio Delgado on June 11, 2001, and returned signed by Mr. Jose Antonio Delgado on June 20, 2001, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0602.04 A. DRAWINGS: 1. Drawing No. 03-115, titled " Performance System 1 Accordion Shutter ", sheets 1 through 6 of 6, prepared by Tilteco, Inc., dated May 22, 2003, last revision 91 dated May 22, 2003, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS: 1. See Association's generic approval number 02-0817. C. CALCULATIONS: 1. See Association's generic approval number 02-0817. C 409 wez ---, 47 I elmy A. Makar, P. E. Product Control Examiner NOA No 06-0306.06 Expiration Date: 06/25/2011 Approval Date: 04/27/2006 E-1 Rollingshield, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY CONTROL 1. By Miami -Dade County Building Code Compliance Ofji'ce. E. MATERIAL CERTIFICATION: 1. See Association's generic approval number 02-0817. F. OTHERS 1. Letter by Tilteco, Inc., dated May 22, 2003, certifying that the only changes added to drawing (No. 03-115) prepared for Rollingshield, Inc., signed and sealed by Walter A. Tillit Jr., P.E, as opposed to drawing #01-115 are on General Note #1, to reference to the Florida Building Code, and to General Note #11, to reference the Florida Board of Engineers Notes. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05-0929.01 A. DRAWINGS 1. Drawing No. 05-120, titled " Performance System 1 Accordion Shutter ", sheets I through 6 of 6, prepared by Tilteco, Inc., dated June 01, 2005, last revision #1 dated June 01, 2005, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. See Association's generic approval under 05-0323. C. CALCULATIONS 1. See Association's generic approval under 05-0323, D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05-0323. F. STATEMENTS 1. Letter by Tilteco Inc., dated June 09, 2005, signed and sealed by Mr: Walter A. Tillit, Jr..,.P.E., certifying that the drawing (No. 05-120) prepared for Rollingshield, Inc., is engineering wise identical to HPMA's generic drawing (No. 05-118). elmy A. Makar, P. E. Product Control Examiner NOA No 06-0306.06 Expiration Date: 06/25/2011 Approval Date: 04/27/2006 E-2 Rollingshield, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 05-0323. C. CALCULATIONS 1. See Association's generic approval under 05-0323. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05-0323. F. STATEMENTS 1. Letter by Tilteco Inc., dated February 27, 2006, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that Tilteco Inc. is still the engineer of record for Rollingshield, Inc. and continues to be in the engineering business. VdC."? d. -- Helmy A. Makar, P. E. 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(High Yelocity Hurricane Zone) COACRLT( AAOATRS I'D 1prm2l,- k7F D•o (SEE NDY£s) ©) SECTION Df (& MULTIPLE SHUTTERS) Sfi(AL£ : JA' - I- /• , VRM COIL gvAtm C01ErE A • Ira a 1 a J/4• S. 1L S OR 10 0 ALW. POP Er09-a C :OR MR* w*+r OR r 2' OR Y OR 2 J. I' r J- r .O7S' IM1, 77AOL I. ANTE NOTES FOR LOCKING OF H k I -PUSH BOTTOM LOCK J MAY BE USED FOR INSTALUDONS SECURED FROM IN OUTSIDE OR INSIDE OF SHUTTER. WHEN PTSTALUNG J 7,H OVMDE. A 7/0•/ HOX SPALL BE O AT H AA J MUST BE RIVETED FROM YHE BACK OF9 TO MONT W/ (7J. IS-0 ALUM. POP RIVETS. A J B I HOLE MUST THEN BE DRTLLfD AT © TO ALLOW J P 70 PASS THRU. WHEN I NG J_FKOM THE INSIDE J MUST BE RNETFD Tll O [p It/(11J/Is r ALUK P R A J/B-0 HOLE THEN BE DIMLED IHAU N AND TO ALLOW FOR J PIN 70 PASS 1HRU. Z-S/161,1- LOCKQr) WY BE USED ALTER-1771 .1Y IV(J)LOCK FOR MiSTALLAYMS SECURED FROM THE OUTSIDE OR7NSIDE OF SHUTTER. T/�T I CASE h 5/16'I.HO1. -1 B£ OF SHU IINAMU H AND P`ihQL HOLE OR. L SF{4CL at TAPPED TO A 15 RMS PER /NCH NE SCREW. r to nt• OR 1•,2. OR 1 1/2•, 1 1/2' OR I IT r 2. OR 2- ,Z'OR2rJ•OR2'r1- OR 2'r S• l .OM'tr. IMM Ann Ah= CON0%7EAACR0RS ®rR ©LR O1M aIra r O 9). ar END CONNECTION DETAIL c 2'. 2'r.r25- " OR J' , J' , .OPO- i 2',1', 17J• ALyywy l+r# f/ 2'' r�Z•1 .1125 11 J 18, , A, ± pop MM RW AW (N&1 Tff ALDI) 1 Or QJ G ,M L. (SEE NO7£S) y, t (2 r@OL�7ED1 x SLL s OR J/I0•• AA- POW RM1E75 m �J • :' a' 6 C. {By.) T'+ r'r .062• 2AUNNL7A.".r2J Cant AA 0. AME C-L. AAm ANC1E • ••"�-• rncEc srAe S O Mm M- FA A :£A%CFMRS oPRRJ"/ 0 SCALE: 446, 1-9 a a [4W) AilE75 0 a a c (T,,1 ISOMETRIC /font TAt- AA%w C T• r I• r .ou- (CORNER POST) Cant Aanll. AAGE (7.M AT TOP & BOTTOM SUBS) NorE sLea�ncs SMTRN Ow � LnR9x+Eo ro swT ANY 9rs7Aturrat (or 6mj SECT SECTION F1 sc . - L- or F NOTES) CONCRETE ANCHM •9.00 POURLO COA'cmvT REOLMM /fa r J/4• "+ Lt S. ORJ 3/10 I "AL POP MSETm9.aG ALTERNATE CLOSUM DETAIL W SrALE: 4M* - I- vwbwrRr4w.wrD MmAimdsrtl LL•e F�A.da PRODUcTREDISED ��:� i��ta a mnN7uG niH W FMtid� • I! EipTntlooDale a(, ew RiiaiL.S'1� ' -Ys�1."d Mwwoa 115mi Division F.B.C. (High Velocity Hurricane Zone) MAXIMUM DESIGN PRESSURE: RATING Wit'" WILL) AND CORES SPONniur_ MAXIMUM SPAN "L" SCHEnn1 r_ (VALID FOR SECTIONS A, B. 01, 82. C h C1 ON SHEET 2 k 3). VOTE: )ESMN PRESSURE RATING CORRESPONDS ONLY 10 NEGATIVE PRESSURE SIICUON) LOADS. W ACCOROANCE WON ASCE 7-98 CRTIEPoA FOR A OPENING.. IF NEGATIVE PRESSURE iDOUEiED compLy WITH THE PRESSURE FOR THE OPFNg.VALUES TNE pOSMVE PRESSURE WILL WrOMATICALLY QUALIFY AND NEED BE TO BE OcswamD. =WY DES.'ml LOAD wxmUM SNuiTFR SPAN FOR SECTIONS 1 (R) ItOmfUY SEPARARW7 ro ctA55 Ort) ALL SFIIIDFL 8. 81. 82 Ch C1 A f2'-5' J• 45 - - J. J' 50 7J'-0'7 J- 3. 55 12'-5' 10'-' 2 3/4' 2 1/2- 60 iT'-10' 10'-I' 2 3/4• 2 1/2• 65 11'-5' 9'-9' Z 1/4' 2 1/2' 75 10'-7' 9=f' 1 J/4' 2 1/2' 80 IO'-J' B'-9' 2 J/4' 2 1/2- 85 10'-0' 0'-6' 2 J/4• 1 1/2- 90 9'-8' 8'-3- 2 3/4• 2 //2- 95 9'-5' 8'-D' 2 3/4' 2 //2' f00 9'-2' r-8' 2 J/4' 2 1/2- 105 9'-0" 7'-4• 2 J/4 2• 1 TO 8'-9' 7'-0• 2 J/4• 1• 115 8'-7- 6'-8' 2 J/4- 1• 120 a-r 6'-5' 2 1/4- 1- 725 8'-J• 6'-2' 2 J/4' 1• 2 J/4- 2• 133 7'-10' 5'-B' 2 f/4' 2• 740 7'-6' S'-6• 1 1/4• 2. 146 7'-3' S-{• 2 1/4• 2- ISO 7.-0' 2 I/4' 1- /55 6'-l0' 1'-lf' Z 1/4- 2' I60 6=r 4'-ID' 2 1/4- 2- 165 6'-5' 4'-8- 2 1/4' 2' 175 6'-0' !-S' 2 1/4- 2• too S•-10' 4-J' 2 1/4- 1• 185 5'-8- ft 2' 2 1/4• 2• 200 5'-J' J'-10' 2 1/4' 2• 205 5'-2 J'-9' 2 I/4• 1• 27D S'-0' J'-e• 2 1/4- 2• 2 1/4- 2• 220 4'-9• J•_6• 2 114' 2• 2 1/4• 2• j MAXIMUM DESIGN LOAD WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (fd WALL MOUNTING INSTALLATION AT TOP OR BOTTOM 0O MLSONRO SHUTTER SPAN SHUTTER SPAN w tL59 ro e'-a• ro 1tAc A11D'aTD DR t153 o e•-6' ro 1441L ALLOYED FROM 40.0 TO 60.0 9 9 9 9 8 4.5 9 9 9 9 9 6.5 9 9 9 9 FROM >60.0 TO 75.D 9 9 ! J 9 9 9 9 5.6 5 9 9 9 9 85 as FROM >75.0 TO 90.0 9 d.i a s 9 - - 9 as as 9 4 4 9 9 9 9 55 5.5 FROM >90.0 TO 120.0 9 7.5 7.5 4.5 - - 9 7.5 7.5 G5 J.5 - 9 9 9 9 5 - FROM >120.0 TO 170.0 8 8 - 5.5 dJ - 9 9 - 5 5 - FROM >170.0 TO 230.0 e e - - - - 8 8 - J.5 as - 5 - MAXIMUM DESIGN PRESSURE RATING WfDsa IIAIOMLBA DESlCN PRESSURE RATING 'W' fo.A.f.) AND CORRESPONDING IMAXIMUM ANCHOR SPACING (in-) SCHEDULE, + nnRRE5EQtM-M►YIM !I y�R CP `�fNr._(Id) SCH a c_ f (VALID FOR SECTIONS B, 51. 82 ON SHEET 2). (VALID FOR SECTION C ON SPIFFY 3). MSIONUM DESIGN EREMRF PATING 'W' fn • f) AND LNG NA) MlIM ANCI4OR SPA( W. (n-) SCHFDLO F ; (VALID FOR SECTIONS C1 ON SHEET 3). WALL MOUNTING WALL MOUNTING INSTALIAnON INSTALLATION MAXIMUM DESIGN LOAD W (P.af.) FROM 40.0 TO 60.0 FROM 56D.0 TO 75.0 FROM >75.0 TO 90.0 FROM 90.0 TO I MAXIMUM DESIGN LOAD 'W (P.s.f.) FLDOR/COLNC OUNIING INSTALLATION TOP OR BOTTOM (TO CONCRETE) SHUTTER r-D• tM 1E55 SPAN '-o' 6'-e' e•-e- AU AtfDRm FROM 40.0 TO 50.0 9 9 B3 9 9 9 9 9 9 FROM >60.0 TO 75.0 9 9 8 9 9 d 9 9 9 FROM >7S.0 TO 90.0 9 e 7 g d5 7-1 9 9 9 FROM >90.0 TO 12D.0 9 6 6 9 as 5.5 9 9 9 FROM >120.D TO 170.0 7.5 6 7.5 5 - 9 8.5 - FROM >nD.D To z3D. 6 6 - 6 6 - as ns - t MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. 0. LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2'). FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR 3' .85 2 1 /2" .75 2' .50 FROM- • FOR SHUTTERS INSTALLED WRHIN THE FIRST 30'-0- ELEVATION >120.0 t0 770.0 g 9 OF BUILDING MEASURED AT BOTTOM OF SHUTTER, MEASUREDFOR t ATSBOTTOM OF SNNUYrER. ABOVE -O" ELEVATION OF BUILDING, FROM 7 1 7 - J J >17D.0 TO 230.0 MAXIMUM DESIGN LOAD yl• (P.5.1.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN n'-a• OR LESS s•-o' tfi• 8'-e' ro ADcrm s'-o• OR 1L55 s'-o• e•-e' m UN ALUMfO FROM 40.0 TO b0.0 9 9 9 9 9 9 9 9 9 9 9 9 8 9 9 9 9 FROM >60.0 TO 75.0 9 9 9 9 7.5 1 6 9 9 9 9 9 8.9 9 9 9 9 9 9 FROM >75.0 TO 90.0 9 9 9 9 6 5.5 g 9 9 9 9 B 9 9 9 9 9 9 FROM >90.0 TO 120.0 9 9 9 a 4.5 4.5 9 9 9 9 7 7 9 9 9 9 9 9-- FROM >12D.0 TO 170.0 9 9 - 5 a.5 9 9 - e 6.5 - 9 g _ 9 9 _ FROM 170.D TO 230.0 9 9 - 4.5 4.5 - 9 9 - 6.5 6.5 - g 9 - 9 9 - ANCHOR ANCHORS MIN. -TYPE SPACING TAPCON OR 3 0" MAXI -SET TAPCONS CALK -IN 2.5" =0 PSL (MN.) CONCRETE CRETE-FLEX SS4 3.0" 3350 pal. (MM.) CONCRETE IILIECOme. CS�IMa. A CAY.INELRINCCCC06 wf.>aint�l�_Y'i°i:4a+c Jcs'-u TA1>CON OR MAXI -SET TAPCONS CAUL-N CRETE-FLEX 554 PRODUCT' REVISED PRODUCT RENEWM) w--p11int nits the flolfdm o mnpl7!o,T r.a+ PIceza BY!diag Code Uot7c: CKO: Acttptr No - 0 T- . 01 Ae_,.=- I. OG- 3R 6. 0 b c S GSpka11oo Dm y Lctlb IE g91' O all DO�a�3L - D7 M6d DdffnphdC=trd F:t,al D::; �1•Cc•;ad;} Di.uira 11 A%oa F.B.C. (High Velocity Hurricane Zone) HPMA / PERFORMANCE SYSTEM 1 "m or ACCORDION SHUTTER rsay. 6/f/GS ROLLINGSHIELD, INC. PArr 1000 ALr. 11M AI'ENUE VA04 n J1t72 05-120 r rr 0RAl1/X0 R" SHED 5 OF 6 114• D L49 SCREWS e" Q C M/ 1 In" W� pRfAaFD F7NaRLRay ro L�"s7ac Dom +�ADLx /14. J'S S g sus N/7/Ie' 9 0. 7/D. LOW hnoN DL IOW LT,P. 7Q° ! 9DITLY!) SYS i7rR IM ! 60DDMJ �f !I �1 wtu FA -A Cam ® 4S4 .9LTLRNATIVE I i11� 111 I Ill ` 1/�• r.c scwcws . e• aG 4 NI 111 w/ r Vi•rv. 7w7ELo� 1'� i = M[7.G4 ro F7457rNG MR'O $pq • �I 1 1 2REW1?eCDI� ALMYATIVE 2 1/4'r !AG SCREWS • �• a G r/ f n• ..� 114- -" S. s ears IV/Nor A YaveR • D- ar +fRL /7„7•SS SALS Ld.0 rmm rursNvn A fpn rcw ! sL7rm) 1 /f4,2•S S. S Y S (rjy. 7Lp ■ V•,-2y S S Lavy Nur ! W400? a D• —Q C. OR 1f4 i V4- SYI a90aa II" , ]' S SS7 Y S I 19, 0 / DA TOP ! eOTTMQ / 14, 2•11 it a ! L07raw)�''� -@Y I f/,• a-20 S S Ts N/ FArr ! IIISIER y ¢ a c OR /u . J/i ` S YS.f•a G 7/I• LAD =Ew N e• aQ I5. w ID Daum s ALTERNATIVE d 114D J•SS �rCF susw/7ge• �in`E v�m�v S Y S7'SS maw pLgE. .I aaruriLt h� £s sus R •Erac 0-00 S S WL7$ N/ NUr ! YLww 1 ➢- O.COR114DJ14- OR IRtww AAF7! 24. O a REDORID O4 7R01 N/ f/E' 1 LOW wn jam_ /14 D3'! S SYS W/ T/6igm (7jp�7p A, auna1i 7/4• , , f 7n• LAG SfA[ss / O ,• a G N/1 in• wa T/REACEy� .. . PRODUCT RENEWW F047A7DW ro E774lC MOOD OEPC te[asffyi^$77'6e ew EiyrsD ALTERNATIVE ReLi.E Cr.1: 2 = ='^D - 06.04 " WALL_ MOUNTING INSTALLAT ON (OFFSET) SECTIONS B scut rp �f' PRODUCT REVISED em¢ : ruceapIY•rzwM ih➢ E7midD N4E/rLaOQ/CEDlb LOwff IO $ECTVW r.W eE Odaiep CWe eLwa11[y ➢f ANr MY ro Sur ANr D6%4UADO4 Amepfaaa ND O 2 p I EDPL 1p notw, hum al . CODffE1 REOC7RfD u L ! a7nLvJ 1 S Y S • D' Q C !. P47AfLA7A,1a ARE mr wm roR @p7µEA7NV$ WW pypy Drm•LLN05 UhEA! ` 7/4• uc SRT1I5 . e- nC LESS 11SW OR Lp7LY. ro TJ v.a.E Mp 9=D•Wt ShNLER SAW. SEE sCFffGL[F oar ® t N/ L Ln• Y5• TMWA ED 2. FOR ww MWO E7dVE O[M67RLC7[lY: ILLgD IgL®WS ro X Summ m a 1 ! �. .T 70 D57M PW Na $ N/ m Df,677Y Ly' aS7 OP E9D2 _ J F.B.C. (High Velocity Hurricane Zone) ALTERNARVE —" HPW / PERFORMANCE SYSTEY 1 DYrN yr .ALTERNATIVE 6 ACCORDION SHUTTER YCY. DU ON ROLLINGSN/ELD, INC. 'A4Zr 1105 IL ECOINL. '+..4^ fQ I/4 �F• 71LLlT TESTING ! EHGNEERfNC COMPANY 23W MM. 74M AWNS INS QL4 TION DETAILS ON EXISTING WOOD BUILD/ DINGS j /�� �' ",? u ' �" �"" ` " "'" _ " ""� os- rza .r.:OWa,EB-DOW719(�lM..aD .•a DLCIM7Na W MNL7FR A. 7RLrr ✓. F; E aD af.lU VNA FEW Lit 44 P SMEEr a pr a