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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: a, i RECEIPT: PERMIT NO: d c, - PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 C�II�//v APPLICATION FOR STORM SHUTTER PERMIT 1. LOCATION/SITE ADDRESS: _ 2. PARCEL ID NUMBER: I y ;111 (M& \-); K l e Rvj�-\ r� •-E0 1 - oo��p - ()0(0 - ay ED 0cio co u � 3. DESCRIPTION OF PROJECT: S"C C)N oe ­�1 v e- e (3� 4. TYPE OF STRUCTURE: SIR: _7X MOBILE HOME: OTHER: 5. OWNERS INFORMATION NAME: 9�- 5 • 'Gt`rl ADDRESS: ao1 si Ltx C.¢ CITY: `F4 • e r Cam' STATE: �cy ZIP CODE: 3 `\CIA14 l PHONE: EMAIL: 6. CONTRACTOR'S INFORMATION FL REGISTRATION/CERT #: COUNTY CERT #: Q4 3 9 BUSINESS NAME: _ b. c_o /1 e- PHONE NUMBER: EMAIL: CJ V T r' U+ Y 1� i1/1 P S U �i 2 r 5 l ►'7 L i� Y1 �T MSC �� �� Type of Surface attachment: Wood Frame Concrete Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS ACCORDION ROLL —UP FABRIC OTHER O. G MC,) F I i5 a — I 1 ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. VALUE OF CONSTRUCTION: $ N ,\P 1 PERMIT FEE: $ O 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 NAME OF OWNER OR CONTRACTOR/QUALIFIER SIGNA UR OF OWNER OR CONTRACTOR/QU BIER STATE OF FLORIDA, COUNTY OF i L. !' t 1 ACKNOWLEDGED BEFORE ME THIS �b DAY OF `AO , 201 BY, VV\ C \ a w\y4 r1SS�1 WHO IS PERSONALLY KNOWN TO ME `'� .., OR WHO HAS PRODUCEDy 53�'1Jy 2-44'���IDEENTIFICATION. DEANNA GIVENS D ed,v.r.a CT \v fir\ 5 =2"O"Ay, Notary Public -State of Florida SIGNATURE OF NO I RY TYPE OR PRINT NAME OF NOTARY - , %n E gE3(Tm• Expires Dec 16, 2016 TITLE: NOTARY PUBLIC COMMISSION NUMBER �E`�S�1r0 Commission # EE 85B761 , W°`'` Bonded Through National Notary Assn. 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. SLCPDSD Revised 4/102012 JC 'ILE Copy Adele King 2627 Old Dixie Hwy./ 205 St. Lucie Blvd. Fort Pierce, F134946 OPENING WIDTH HEIGHT # 1 40" 55" # 2 40" 55" # 3 40" 55" -71 Eal Florida Building Code Online Page 1 of 2 Floodaikpartrnent" BCIS Home Log In User Registration Hot Topics Submit Surcharge Busines �>> (-�;,IProduct Approval Professitnal f `°` USER: Public User Regulation Stats & Facts Publications FBC Staff BCIS Site Map Links Se Product Approval Menu > Product or Application Search > Application List > Application Detail r'�M.KT-L' FL # FL8523-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed f Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A. Tillit Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL8523 R4 COI ASSA Certification of Independence Drwn 11-137 Referenced Standard and Year (of Standard) Standard ASTM E 330 ASTM E-1886-05 ASTM E-1996-05 Year 2002 2005 2005 http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvj J... 2/10/2014 Florida Building Code Online - Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL8523 R4 Eouiv ASTM Letter.pdf Method 1 Option D 12/16/2011 12/16/2011 01/03/2012 01/31/2012 Summary of Products FL # IModel, Number or Name IDescription 8523.1 Bertha HV Bahama Shutter (Non- Extruded aluminum blades assembled together and retain HVHZ) Drawing Number 11-137 'ambs/headers to provide Hurricane Protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8523 R4 II ASSA DRWG 11-137.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level "D", Wind Zone 1, 2 and 3, Max. FL8523 R4 AE ASSA Product evaluation report Drwg 11 137. df width is 42" and Max. height is 96" for +45, -55 p.s.f. ASD design load, Max. width is 120" and Max. height is 70" for +45, Created by Independent Third Party: Yes -50 p.s.f. Back PJext Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refu Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records requea not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please conta, 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. m provide the Department with an email address if they have one. The emails provided may be used for official communication with the licens However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email ad which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® © cChecl M Cre � 5�l�rF�E http : //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvj J... 2/ 10/2014 FILE COPY GENERAL NOTES: 1. BERTHA H-.V. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT :(P.E.D.) HAS BEEN 'VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. THIS BAHAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI DADE/ BROWARD COUNTY) DESIGN WIND . LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED -BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0:6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE -NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. .BERTHA H.V. BAHAMA SHUTTER'S ADEQUACY FOR -IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 * OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS 0510.01-•06 -AND 0621.01-07 A5 PER ASTM E 1886-05, ASTM E 1996-05 AND ASTM E ' 330 STANDARDS, QUALIFIED FOR WIND ZONE 3, MISSILE TYPE D, BASIC PROTECTION ONLY. 2. SEE MAXIMUM A.S.D. DESIGN PRESSURE RATINGS & MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE ON SCHEDULE ON SHEET 7. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM (UNLESS OTHERWISE -NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND 90 ksl TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4: =5- BOLTS. TO --BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi k11NIMUM YIELD-SlRENGTkL 6. ALL.:ALUMINUM- POP- RIVETS TO BE 5052 'ALUMINUM ALLOY WR'H ALUMINUM MANDREL. 7. ANCHORS TO `HALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) -(A-) TO- EXISTING WOOD UNITS. SOUTHERN -PINE No.2, G=0.55. - 1 /4"0 TAPCON -ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. - 1/4:-0 x 1 7/16"-PANELMATE INSERTS AS MANUFACTURED BY--ELCO-CONSTRUCTION PRODUCTS. NOTES: A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1 /2". A.2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8". A.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 .AND A.2). (B) TO EXISTING POURED MIN.-f'c=3192 psi. CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: 1 /4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. 1 /4"dx3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED =BY ALL POINTS SCREW, BOLT & B._�) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR. CONCRETE BLOCK SHALL BE 1 5/8" FOR CONCRETE AND 1 1/4" FOR BLOCK, RESPECTIVELY. 1/4"0-20 S.S.' TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1 /4" LONG SHOULD STUCCO -EXIST; AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1, 8.2 AND B.3). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS -AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 8. EACH SHUTTER -SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE SHUTTER WITH SILL .BRACKETS DURING PERIODS OF- HURRICANE WARNINGS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS .O.F THE STRUCTURE -WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. BERTHA H.V. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH' SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING- AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 11. SHUTTER'S MANUFACTURER LABEL SHALL BE LOCATED 0 A READILY VISIBLE LOCATION AT EXPOSED SURFACE OF THE BAHAMA FRAME Q , QD ORE IN ACCORDANCE WITH SECTION 171-5.8.3 OF FLORIDA.-BUILDING CODE. ONE LABEL SHALL BE PLACED FOR -EVERY OPENING.. LABELING TO .COMPLY WITH SECTION 17-1-5-.8.2- OF THE FLORIDA BUILDING CODE. 12. -(a-) THIS -PRODUCE EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS -ENGINEER -IS GENERIC AND DOES .NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i. e. WHERE THE .SITE CONDI PIOUS_ DEVIATE FROM THE -P:E-.D. (b) CONTRACTOR TO. BE RESPONSIBLE -FOR THE -SELECTION, -PURCHASE AND -INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. SPECIALTY COMPANY. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE - 1/4"0x1 7/16 PANELMATE INSERTS AS MANUFACTURED BY-ELCO FASTENING SYSTEMS, LLC. 10,,����%',PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1,1 �R A. Tit B.1 MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR �'�IIQ'•''. EN T`�'� CONCRETE HOLLOW BLOCK SHALL BE 1 1 /4 . 8.2) MINIMUM EMBEDMENT OF 1/4"2x3/4" ALL POINTS SOLID -SET ANCHORS INTO POURED ' '� 4¢ FLORIDA BUILDING CODE (ion Nigh Velocity Hurricane Zone CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY * ' % '' �� * '•. ,� 2011 TILTEca iNc ASSA / BERTHA R.V. BAHAMA SHLMER c: BY EMBEDDED.; -a STATE OF :' ��� CRAWM RAWN NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. ,1 /4"d-20 S.S. MACHINE SCREW USED8�(bRIQP.•'' ��'�,�`11fzz/" • '' FTLIECOINC. AMERICAN SHUTTER SYSTEMS ASSOC.. INC. CATE 1 /2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1 MINIMUM FOR WALLS WITH NO STUCCO. z,(CS • ••••' �C. 1' 11 TILUT TESTING & ENGINEERING COMPANY 426E WESTROADS DRIVE =.,SIGNAL E 053 00.E' BEAH.FDMei3340a,, �,�t' i'" -MM FL „1" ESPAL PH: zsl7ieo 1 1 -137 -mail: tilt/ccacclx0m - :a_nrna710- DaA'wING NO w. a .ncarnar Tiff- .air. r.. "�a..nr•• 5.n- . ^2 r3' ■ zn N ff to ca p I^j .625" p O d .045" CID c"!a (t.030) v 108" _ M lqr:2� 119" Til- .119'�— • 2.5571' } L1.700"A���. R•p55" -Z125" (f.020) @IHIGR VISIBILITY LOUVER BLADE 6063-TB Alum. ALLOY ,187' 1.625" 2.000' OA LOUVEBLAQ 6063-T6�Nuumm.. ALLOY 2.330" ■ Ln O U"'na .093" 9 C9 FO PR —PUNCHED CENTER MULLION VIEW X 302" R•033" •o sue+ LL101 " a 25 18• t 8, 2.972' BO.1/4" B:O, FEMALE HINGE 1 /4"0 1.250" I HOLES EQ. EQ L � o Ln ■ ■ S 1 T5" O. N (TYP:) A —t Mtn. HOLE Min. - ©E HOLE (2) 1/4"0 - HOLES 1 1 n rn N rtL �y • o a- .078" �R330 .910" + 8"- I--1.820"---� CO TOP RAILf MALE HINGE i .250"----1 f----1.250"---1 . o T— `oI In S O 'HOLE _o 0 0 Min- Ui 0 0 rn 0 0 n In (3) 1/4" HOLE BLOC WQOD VIEWS Z rn , N p 085' rn N $ ))S \c)_ Ln C3 0 C4 � ago?" � o ■ 05° °° °a9 i ID .875" SERRATED TUBE JO 1" SERRATED TU8�. I--,940" (1.750" �•��GENS�'• INSIDE ARM OUTSIDE ARW � \ CAMEL BACK HINGE ;,,Np, 4416 COMPONENTS SCALE: 3/4" - 1 �rS.Cfn.1"t'ill roN .II O 910"--•1 g 1�I" � .071 " N N N -I 82. 1 F—.I o I---62o"--�I g O BOTTOM RAIL . 0 0 rn s EO JAMB 12_ 4.000" Min. 2.000'VIEW Y 1 /4"0 _2Oxf" LONG -S.S. _THUMBSCREW -OR 3/8"g=16xl " LONG ACETAL THUMBSCREW. 0. LOCKING ROD Al- EXTERFOR FIXATION 12"- -10" 1/4'0-20x1" LONG —S.S• -THUMBSCREW OR 3/8"O-16-W LONG ACETAL THUMBSCREW. LOCKING ROD AT INTERIOR FIXATION FLORI'DA BUILDING CODE (f c n Kgtr Velacity Hurricane Zane) 9)2011 nLTECO INC. I'LE/A.G ASSA / BERTHA H.V. 13". WA SHUTTER DRAWN 6T 11/zz/11 1 I L E C 0 t MC. AMERICAN SHUTTER SYSTEMS ASSOC., INC. OATS TIWT TESTING It ENGINEERING COMPANT 4265 WESTRCAOS DRIVE uy ay. w► ea era 2011 %nounrAooe� KCAN yr" KM PALM BEACH, FLCRIOA 33407 " (xefa>r-r»°,, r 1A I-re,H PH: (800)432-2204 FAX: (561)209-BJ60 1 1 — 1 37 •-mall. GltseaOaW.ean-... DRAWING Ne-- ES-0006719• w ooc/rro� wt .Ir. r. slwm" art HALTER -A. MIT -Jr. 4. F . craa�ua rriniu • _ - (2) #14x2" F.H. S.S. S.M.S. FROM JAMB E TO TOP RAIL C " 2 1/8 Min. BLADE PENETRATION E F.H.�141c2" F.HS.S. S.M S. FROM JAMBJTC(- A&OR MID HEIG TO BRACE JAMB e�ri 1®" F.H. S. rp S.S. S.M.S. FROM JAMB Q RAILTO BQ OM ' I A cR AloNr� (CCIYT. TYP.) RIC �C/5,& B (coNr.) D/5,6 D'/5,6 (2) ,#14x2" F.H. S.S. S.M.S. FROM JAMB E (2) #14x2" F.H. TO TOP RAIL C S.S. S.M.S. FROM JAMB TO TOP RAIL C 2 1 /8" Min. 2 1 /8" Min. BLADE BLADE PENETRATION ^ PENETRATION E � x In w (2) #14x2" = F.H. S.S. S.M S. U FROM JAMB TO BLADE AQ CR .H. S.S. S.M S. +j 0 MID ANEIGH FROM JAMB TO v TO BRACE JAMBBLADE 0 MIC HE1GN TO BRACE JAMB Of B 4 In SIMILAR! (2) fT4x2" F.H. FROM JAMB E1) . B/4 TOBOTTOM F.H. G FRO s.M.S. FROM JAMBE To BOTTOM L G C- (CONT.) �C/5,6 A cR Ai (C0M4T. TYP.) 0 0 0 0 a 0 e - F" I - T L I r r L_ T F- � L T t F rr � � -i r L J r T + r(2)14x2" L- -4 JBLADE0 I ; r 1 r L T + 1 l- L J A/4- r L_ -� J ------- e • .. ' D (CONT.) -"W." (SEE SCHEDULE SHEET 7) "W" (SEE -SCHEDULE, SHEET 7) 120" Max. WIDTH C/5,6 WOOD SUBSTRATE F1�14x2" — ------- ------- H D r "W" (SEE SCHEDULE. SHEET 7)- C/5,6 WOOD SUBSTRATE B'/4 (2) #14x2" F.H. S.S. S.M.S. FROM JAMB ( TO BOTTOM RAIL (D) I UG "W" (SEE -SCHEDULE; SHEET 7) �� ; C/5' 6 0 /5' 6 CONCRETE OR CONCRETE BLACK SUBSTRATE. D /5 6 SINGLE UNITS: CASE I N S FO R I-N LOCKING m r c, D/5, 6 D'/5,6 B'/4 SIMILAR f�J -(2) #142' F.H. S.S. S-u.S. FROM JAMB Q TO BOTTCM RAIL QO TIO B'/4 (2) #t4x2" F.H. / A/4 S.S. S.M.s. A FROM JAMB Q • ° • TO BOTTOM RAIL (g) _ • . ° • (CONT.) � D/5,6- 0 o j D'/5,6 "W" (SEE SCHEDULE, SHEET (2) # 14x2" F.H. S.S. S.M.S. FROM JAMB TO TOP RAIL C 2 1/8" Min. BLADE PENETRATION = In U9 U .2) #I4x2" N .H. S.S. S.M S. w FROM JAMB WBLADE0 MID HNEIG$TO TO BRACE JAMB ' CL w B/4 -(7)- #.1 4x2-" F.H. S.S. S.M.S. •FROki JAMB n D/5,6 D'/5, 6 B'/4 SIMILAR (2) # 14x2" F.H. S.S. S.M.S. FROM JAMB TO BROTTOM AIL Q �11", � ' ` UD (CONY.) � U WG G "" (SEE SCHEDULE SHEET 7) "W" (SEE SCHEDULE. SHEET 7) "W" (SEE SCHEDULE, SHEET 7) r20" Max. WIDTH D/5 6 C/5,6 CONCRETE OR CONCRETE 8LOGK SU85TRATE W/5,6 MULTIPLE UNITS: CASES II & III .•���ENSF�• `�� ? FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) . .` ` -2011 71LTECa INC. R:E./A.M No. 44167 ASSA / BERVA H.V. 9MAMN A SHUTTM ORAWlit 11/23/11 o=--TATE0 /TILIECO t N c. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DAT[ TILUT TESTING & ENGINEERING COMPANY 4258 WESTAOA03 DRIVE '• nI�•p�ti Q` <(� 1w WAa :eat m- St% M WO" ncm OA 31164 NEST PALM BEACH, FLCRIOA 33407 OiC %�•. IlL1LyR 1� 11 cwr i !.m)•tl-Iola . r.. , (M. 1-133. PH: (E00)432-2204 FAX: (561)209-41380 1 1 — 137 - [.n •.(,,,..•''•••r•� 1 4-mail: tflt�ca0aal.com_ 0-0000719 N'4 r :dewne• a.n aM. ". �c•t•o+v. v,t SRONAL .111 NALTER A TILULas l»-iw_ 11/wIl . 1 I I I_.._�. . .. (2) # 14x2" F.H. .S.S. FROM JAMB TO TOP RAIL C 2 1 /8" Min. BLADE - PENETRATION (2) J14x2` —� F.H. S.S. S.M.S. FROM JAMB QM BLADE Q CR 0 O MD GHT TO BRACE I" (2) -a 14x2_F.� S.S. S.M.S. FROM JAMB EQ TO BOTTOM RAIL QO B'/4A (2) #14x2" F.I S.S. S.M.S. FROM JAMB QE TO BOTTOM RAIL QO A CR Al C (CONT.) J�C15A,15A (CCNT_ TYP.) 0 1 0 0 "W" (SEE SCHEDULE, SHEET 7)— C/5A,6A W900 .SUBSTRATE CONCRETE•'- CONCRErE BLOCK D/5A, 6A 0'/5A, 6A (2). #14x2' F.H. S.S. S.M.S. FROM- JAMB H . TO TOP RAIL C 2 1 /8' Min. BLADE PENETRATION --i 2) #14x2' H. Ss S SL kcr-:� .4+_U«■ B/4A —(2) 114x2' F.H. S.S. S.M.S. I FROM JAMB (E) D/5A, 6A D'/5A,6A B'/4A SIMILAR 5?5. #S:.M.S. F.H. FROM —JAMS (DE TO -BOTTOM RAIL QO D/5A, 6A D'/5A; 6-A w V) U In w v CL a ti (2) #14x2" F.H_ S.S. S.M.S.--"' FROM JAMB (EZ� TO. TOP RAIL C 2 1 /8" Min. BLADE PENETRATION (2) #1UZI — F.H S S. L S. FRCM JAMB I �o� O MO HE]GHT TD BRACE JAMB B/4A SIMILAR 1w (2) #14x2',-EMI S.S. S.M.S. FROM JAMB (� IO BOTTOM RAIL 0 B'/4A (2) #14x2*—U S.S. S.M.S. FROM JAMB(F) TO BOTTOM RAIL 0 L.VI`1l.RC.I G Ur-- I..VIVIiTSC I C 01_Ul,r% 3.UO3I111AI C. MULTIPLE KNITS: CASES. II & IIr 12) # 14x2' F.H. SS. S.M.S. FROM JAMB (E� TO TOP RAIL C 2 1 /8" Min. 9 BLADE to PENETRATION Lu N C3 w U 2) #14x2" 1n .K S.S. S.M.S. w FRCIM ." M N BLADE AOOR 0 MD HEIGHT J TO BRACE JAMB • 1n D/5A, 6A D'/5A, 6A B'/4A SIMIUR (2) 1142' F.H. S.S. S.M.S. FROM JAMB Q TO BOTTOM RAIL(5)1 Q/5A, 6A D'/5A; 6A FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) (D 2ot 1 nLTECO INC. ASSA BERTHA H.V.. BAHAMA SHUTTER DRAWN IT z IL 1t C 0 1 H c . AMERICAN SHUTTER SYSTEMS ASSOC.. INC. /22/11 OATS TILLIT TESTING JI ENGINEERING COMPANY 4266 WQSTRCAOS ORTYC "M a,■ 311116 7L " ]W VAMM CMpO�>L IloM 331" +ZEST PALM BEACH. FLORIDA J3407 1 1 — 1 3 o1w0 1 p0llpl-13M . 7.a ; L 471_IM PH: (800)432-2204 FAXS (560209-83W rrnolh llIteeoftol.cen7 E9-0006719 uv... cn..mon Due eta .. u1ov11m 7•K ORAMgNO Pie CONCRETE -HOLLOW BLOCK / REQUIRED m CORNER (Typ.)�/ 2" x 4" -WOOD STUDS REQUIRED— / Ill- CORNER (Typ.) 3' FOR TAPCONS 3 1/2- FOR SOLID-SFF� X E.D. (2) 1/4.0 TAPCONS OR Min. E.O. / (2) 1 /4'0014- ALL POINTS / SOLID —SET OR / OR ' '■ ' (2) 1/4-d PANEL MATE INSERT ` W/ INTERIOR WEB ® NOTCHED AT (4) 3/rS"d (MACE TrP,) W/ INTERIOR WEE) NOTCHED AT / BOTTOM RAIL Q ALUMINUM C BOTTOM RAIL QD ,-• — //// / POP RIVETS f r; 5/16"x2' SLOT 1 BACK do FROM 5/16"x2" SCOT H w: ------- ---- -- -- --- ---------- (2) #14x2" F H. S.S. S.M.S. 1.11E------ _—L----_------ (OTO BOTTOM RAIL _—_—__ -- =__ FROM JAMB + (2) #14x2" F.H. S.S. ShM.S. E 2 1/4• StOT QW/ WEB & FROM JAMB EQ TO BLADE �J OR ® LOCATION NOTCHED AT 0 MID HEIGHT TO BRACE JAMB 4" THUMBSCREW LOCATION BOTTOM RAIL (M SECTION A —A W—R!' f SEGIM P LAf+ �F V/•-INTERIOR WEB. -(2) '114x2" RH. S.S. S.M.S. CfW/ -WEB - SCAtE. 3/e' - T" CONCRETE' -HOLLOW BLOCK REQUIRED 0 CORNER (Typ.)7 AT NOTCHED -AT - BOTTOM RAIL Q FROM JAMB Q NOTCHED AT TO BOTTObI RAIL DO BOTTOM RAIL..®CF - Ez 1/e• Mrtt. 1 cr ■ , 1/4'0-20 S.S.'' : 5/18-x2 a x 1' LONG SLOT �..� _ THUMBSCREW.' • LounaN , .. . TAPCONS OR •(2) 1/4"00/4- ALL POINTS SOLIO-SET OR (27 1/4" a PANE!,. -MATE INSERTJi a 1 1 1 "E PENETRATION �L�LJJ�� 4• IMMUMMW LOCAMN — CONT. SECTION 8—Q OR g (2) # 1 *x2- `F.H. IE • yp) S.S. S.M.S. —� -FROM- JAMB O TO BOTTOM RAIL OD (3) 1/4'd TAPCONS OR 3) 1/4'0x 1 7/16- PANELMA.TE SERTS TO WOOD (2) #14x2" F.N. S.S. S.M.S. FROM JAMB Q TO BOTTOM RAIL + (2) f l 4x2- F.H. S.S. S.M.S. FROM JAMB (R)TO BLADE QA OR ® MID HEIGHT TO BRACE JAMB (V W/ INTERIOR- WEB• 2' x -4" Wefffi NOTCHED. AT- STUDS-REQUIRELL. BOTTOM 'RAIL © 0 CORNER (Typ.) i z 1 /e•-MITI.. E ' • � : eLAaE PENlTFATwIv ", I . lit 625".625" ---- -� -� - ------- ------ ------- — --- 1/4"0-20 S.S. SLOT ALUMINUM' Q fl x1" LONG POP RIVETS. CONT. THUMBSCREW. ..BACK do FRONT'' 2 4/4SLar LOCATION . 1/4"0' TAPCONS'0R ui . 1'/4"d Y.1 7/16' FAjVt'NATE INSERTS TO WOOD. Uo A A : ,A ELEVATIO I FLORIDA BUILDING CODE (Eton High Velocity Hurricane Zone) II TI(� � tot I TILTECO INC. scow 3/fit ASSA / BERTHA H.V. EIMAMA SHUTTER eRAwh By ,�P ''\GEMS'' •`��' �, F•'' • 11/22/1 t n x =Tl O O INC. AMERICAN SHUTTER SYSTEMS ASSOC., INC. OATS TILUT TElTING & ENGINEERING COMPANY 428e WE57ROA05 ORNC 94= ".a NO, P_ s. 3= *PGM rUmoa ai+a +TEST PALM 9EACH, FLORICA 33407 1 — 1 3 % _� �—• *. ` o"w I3oe)ot-is10 . ru : t-uJt PH: (800)432-2204 FAX: (se1)2011-a3aO �... a -mall: tiltoccO l.com.- DRAWING NO ^'•.- � 1 C�VC� �y.. EB-000e712 •cv, acllawrla part •'.`t AILrFlt A- TIt$ M.t- a c- Iiiu umni CONCRETE HOLLOW BLOCK REQUIRED 0 CORNER (Typ.) (2� 1 /4"0 TAPCONS OR �� (2) 1/4"0x3/4' ALL POINTS SOUO-SET OR (2) 1/4"0 PANEL MATE INSERT V//////// (2) J14x2" F.H. S.S. S.M.S. FROM JAMB ©TO 80TTOM RAIL QD + (2) #14x2" F.H. S.S. S M.S. FROM JAMB QE TO BLADE g OR 4—MID HEIGHT TO BRACE JAMB CONCRETE HOLLOW BLOCK �7 REQUIRED O CORNO ('yp•)/ j j 3' FOR TAPCONS 3 1/2' FOR SOLID-S Min. E.D. ox I) W/ INTERIOR WE13 NOTCHED AT BOTTOM -RAIL QD 5/1 S'x2.l.\ SLOT 10" THUMBSCREW LOCATION SECTFGN W-9' @-W/ INTERIOR WEB NOTCHED AT BOTTOM RaL� -2 '1 /8' Mtn. BLADE PENETWON ��--r j 'ilk (2)- #I4x2" ". S:S. S.M.S. FROM JAMB QE Ta -BOTTOM -RAIL QD 5/16"z2-'7 SLOT / 1 /a'0-20 S.S_/. x.t LONG' THUMBSCREW: 6' SLOr LOCAnON (2) 1/4'0 TAPCONS -ER (2r 1/4"0-0/4" ALL POINTS -SOLID-SET OR '(2) 1/4"0 PAIIEL MATE INSERT 2" x 4" WOOD - STUDS REQUIRED - 0 CORNER (Typ.) �r 'i 'c! 2' in. E A CR (4) 3/16'0 (11ACE NP.) NOTCHED INTERIOR WEB NOTCHED AT ALUMINUM- BOTTOM RAJL QO _ POP RIVETS F N BACK do FRONT`/ 5/16'x2" / SLOT--\ © W/ WEB /1 \ D BLADE tPEWErMwinON NOTCHED AT ! c BOTTOM- RAIL (a) SECTION A —A- CONT. Ia• rHUMescREw LocATIDN SECTION 8-8 -P_ L-AN � •SCALE: 3/8• - -r' 1 n OR •A- (2) #1..4x2" F.H. W/ INTEBJOR WEE L Q W/' WEB NOTCHED AT— . BDTTO.M RAIL (3) 1/4"0 TAPCONS OR (3) 1/4"0 x 1 7/16" PANELMATE INSERTS TO WOOD FROM 1JAMB ©TOS.S.S.M.S. SRAIL (DD + (2) #14x2" F.H. S.S. S M.S. FROM JAMB(g)TO BLADE �5 OR 0 MIO HEIGHT TO BRACE JAMB )E TYP.) S-S. S M-S. NOTCHED -AT 2'.' x +4 WOOD.. FROM' JAMB Q BOTTOM RAIL @ r.r,25' PC TUDSREQUIRED TO BOTTOM RAIL Q CORNER (Typ.) 1 SLOT "xZ� -_� _----ram-- ---- -- (4) 3/16.41 ALUMINUM D H POP RIVETS. '. CONT. "BACK & FRONT'' :L ti A Tit EL V �Y .i•• ••.. ,�� ___ SCALY' �•.� •`t;�G NSF' _ ' 44167 !!CC1%: — ` STATE 0F�'t,0 ^•,J/ice/ �!•• , 4%OIL- 2 1/6' Alin. - BLADE PENETRATION ---- — ----- —1v— -------- C) :. • �i tom% I I 7iNto___LM 4 0-20 s.S. ••.x1" LONG THUMBSCREW: a' %cr- Launc., ' (3) 1/4"0 TAPCONS. OR (3.) 1/4"0 x 1 7/16" PANELMATE INSERTS TO WOOO :. FLORIDA BUILDING CODE (Iton-Nigh Velocity Hurricane Zane) (� 20f 1 PLrEco we ASSA / BERTHA= H.X BAHAMA SHUTTER Q. E/A G8 cRAWrt rt 11/22/11 L E-C 4 7AMERICAN SHUTTER SYSTEMS ASSOC., INC. OArt TILUT TESTING & ENOINEERtr'(G COMPANY 4268 WESTROADS CME [.b7 [.IL :6u %- Na x7 VOCNA G.CSNS n.aiea an[[ NEST P&M BEACH. FLCRIOA 3J407 1 1 —1 .3% *.•. i (xf[;vi-ism . re. I OW1811-u3i PH: (800)442-2204 FAX: (5G0209-8-80 a -moil• tlltoc000dcom- DRAWING Na 8-CC05719 1 eev. v. enw ero" cd out . r• *"KXPTao t Wt .,"TWO &- T" 11T J.- a. C.- .'AM "-UM Itt"WIll i I I I d. ,+ �� REO'D W000 sma 24' 0. C. I REQUIRED 1 I I I I Yin. -SEPARATION TO WM r"(SEE SCHEDULE SHEET 7) I E%ISFt;1c CLASS I I SECTION' C — C (WALL MOUNT) HURRICANE POSITION SCALE: 3/8• - 1- 1/4-0 TAPCONS (SEE SCHEDULE SHEET 7) (4) 3/16.0 ALUMINUM POP RIVETS BACK & FRONT' WEB ED yi AIL /✓ AC C„P •) —�} OR —(Typ•) E cant: J�(Mr- FOR S H E UNITS) Cant. (ONLY -FOR RLLTIPLE UNITS) WEB ED At J RAIL QD (4) 3116.0 ALUMINUM POP RIVETS BACK 87 FRONT iv L A •illt:i:l:::r: 7It11(� IIIIN t� I %111 i�11111111� ' 1 I I /' ,�ItIU7UUpItIggIUUUIt� I�AddtPlIdddH+ntwl=ll� � �na�nnLllatL�ntt.urll�tw pgpgjl �G17/ 24. 0. C. MAX. REQUIRED SECTION WC00 HEADER REQUIRED 1/4.0 -TAPCONS �� (SEE SCHEDULE SHEET 7) 1/4- 0-20 BOLT W/NUT i\--1/4• d-20 BQu W/ WINGNur (3) 1/4% TAPCCNS OR (3) 1/4•tl■ 1 7/16- PANELMATE INSERTS TO STUD (%AOWIDTH OF STUD, 2- TUN. NCMN X) (2) j14ste FH. S.S. S.M. . FROM JAMB d TD BLADE 11 OR Q O MID HEIGHT TO BRACE JAMB a OR (TYP.) E INTERKIR WEB- `, OTCNED AT BOTTOM RAILQ S.S. S.M.S. FROM JAMEL(D i0 BOTTOM RAIL (k 2. n \ L NOCO STUD 24, 0. C. VAL REQUIRED (WALL MOUPLT) NON HURRICANE POSITION- ,Al 1,, SCALE: 3/8- - 1 • 1, P�� . •........ • • l� = CONNECTION TO WOOD W EXTERIOR Ao�t6x LOCKING ROD CH FIXATION -a '• STATE�'OF �� `%%�� _�0,�''• FLORIOP••'���'�LL� FSS�O N AL ��a I.- W000- HEADER �- REQUIRED �- (TAPCONS SEE'SCHEDULE SHEET 7) �O COAL 1141c2• F.H. S.S. S.Y S. FROM JAMB M TOP RAIL c E)INiERIOR WES CHED TOP RAIL C )"ll"Oyp.) OR (2) 3/1WO Alum. POP "RRAETS 1/4• 4-20 BOLT -W/NLR #14%2' F H. S.& S.M. . ON JOB 0TO BLADE OR© MID HEIGHT TO BRACE JAMB LOCATION V3. 1 /4.4-20 THUMB SCREW OR OA (�•) 'tl Cont. 1/4• 0-20 BOLT W/ WINCNUT S.S.114-S. F.H. s.ss.Ms.. FROIW JAMR(_:) (3) 1/4-0 TAPCCNS OR (3) 1/4-09 1 7/16- TO BOTTOM RAIL@ PANELMATE INSERTS TO STUO (YIOVWOTH OF j STUD, 2' MIN. NaMuuL) J ALTERNATE SECTION D'—D' (•NALL- MOUNT) NON HURRICANE -POSITION SCALE: 3/8' - I- FLORIDA BUILDING CODE (Non High Velocity Hucricaae Zane) 60 2011 TILTECO IW_ R.E/AG. ASSA / BERTHA H.V. BAHAMA SHUTTER DRAWN BY I1/22/11 It L I E C 0 AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE TILLIT TESTING O ENGINEERING COMPANY 4258 WESTROALN DRIW a.1y M.f. ]w. a. Its x4 ,.law aa+tom naww "Im NEST Pour BEACH, FLOMOA M4071 1 —13T t�.e-• r (3WIS71-ism . re. 1 (W3jA71-IWl PH: (800)432-2204 FAX (540200-8380 e-mall: ultaccedul.mn7" ORAWINO NO �.9-0006719 •ar. +. _nemna+1_ aa4 )R WEB AT RAIL "lliJi:.`•i it,711lltdldidl�l I i � I I I�.�III �1 „i�t11111�1RINI 11 i i i '■ l �:plglppppiggrlllllllt�lj I I +I ' ,,UldlppltplUltralltll��� 'illritlllNM1,1,Ita111I Irw I'', 7111111 WaOD HEADER REQURED 1/4'0 rAPCONS (SEE SCHEMAX SHEET 7) \V� 11111i CI `�:e4 •,� AUIMLVUN POP RIVETS ( SAX & FRQRr I I \ i FWEB NOTCHED TOP RAIL Wn. SEPARATION I TO cuss ;— (SEE �SCHEDULE I � r A OR I ' I (TyPJ EXISTING J ' GLASS I � I Qard. (CHLY F1= 13NG2[ UNITS) F Cant. I I i (GAILY FOR IIULIIPLE UNITS) I I W/ WES I NOTCHED AT BOTTOM RNLQD I r ( .230' MAX. CAP N 4) 3/16.6 UMINUM :Uri POP RIVVS BACK i FRONT 104 Lo :. Caft 2'a4' WQQD PLATE R EOb wow STUO Is REQUIRED SECTION C — C (WALL MOUNT) HURRICANE POSITION SCALE: 3/3' - 1' I OWN •pL•0.1:OhopUld rUl•1 I � - a j I II 1 i i I ��11L�i111111�P1�1 UUIHHHHHrPUHUU 1 •.pplrl4'UIHd�lg71H�P�1 a lr�l ' ,pppl:IKriH,pplq 11 r lr �; w,,=mao i 24' 0. AX. C. M REQUIRED SECTION D — Q (WALL MOUNT) NON HURRICANE POSITION 1 SCALE: 3/8' - I' M WOOD HUGER /— REQUIRED 1/e TAPCONS (SEE SCHEDULE SHEET 7) /14a2' F.H. S.S. S.N.S. FROM JAMB Q TO TOP -RAIL (G� � E WTERIOR WEB 1/4' r-20-BOtT W/NUT (2) /14e2' FM. S.S. S' FROM JAMB ZTO BLADE A OR 6 MID HEIGHT TO BRACE MB n,�► •- O (Typ)- IC �INTFAIOR WEB �[ Lj 8T D RAT f,V` BOTTOM -FML QO S.S. S.M.S. FROM JAMB 6D I/4' 0-20 BOLT IN/ WINCNUT TO BoTrcM RAIL(g) (3) 1/4'r rAPCONS CR (3) I/4'et 1 7/15' PARELUATE !NSERTS TO STUD (MIOWWH OF STUO. 21 MIN. NOMINAL) WOOD HEADER RECUIREO 1/4•0 TAPCONS �- (SEE SCHEDULE SHEET 7) 7 Cant /14e2• F.N. S.S. S.M.S. FROM JAMB EQ TO TOP RAIL C INTE}710�Ar EB �., NOTCHED TOP RAIL A CR (2) / 144' F H. S.S. S.4. FROM JAMB 0 TO BLADE I A OR O MID HEIGHT TO BRACE -JAMB OR OA :(2) 3fre'r Ilan. �""eTw .)POP myET3�� - 1/4- r-20 BOLT W/NUT _ 1` \�, 1 E INTERIOR WEB OTCHED AT J �_ BOTTOM RA E QD O v � J O EACH JAMB LCCATMN a. 1/4•e-20 THUMB SCREW I \Y \ D CQnL lf4' 0-20 BOLT W/ 'MNCNUT S.S./S. 142Y.S. Y.S. F. S. FROM JAMB (D (3) I/4'r TAPCCNS CR (3) 1/4% 1 7/18' TO BOTTOM RAIL(pj PANE -MATE INSEM3-TO STUD (MIOW10TH-OF 'hCCO STUD a MO. 2' MIN, NOMINAL) I4' 0. C: MAX-Z REQUIRED -ALTERNATE SECTION. D'-0' (WALL NOUNTY NON HURRICANE POSITION A. Tl� SCALE 3/5' 1' `.�;GENS • ��� __ FLORIDA BUILDING CODE (Non FE-gh Veracity HUFricane tone) (D 2011 rLTECO INC. R.e./A-G. ASSA / BERTHA H Y. BAHAMA SHUTTER DRAWN BY 11/22/11 AMERICAN SHUTTER SYSTEMS ASSOC, INC. DATE j S 1 � `�� iILLJT iESTINO dt CNQIN[CRINO CQMAAMY 4258 WESTROAOS CRIVE a 4 eau e.a :w. Se. ria be wnoe4 Rawoe scree NEST P" BEACH. FLCRIOA 33407 :��� • RIOP . ' -\�/� r (0:j71-13m . r x r (saf1r-1131 PH: (800)432-2204 FAX: (S81)209-8380 )) —) 37 (� �•- \ e-malt• tilte"40a corn- CRAWINO NO "�/n.... •��.\ Lt _B-0'Q0 719 - -IV. •• :crarroe I out I .n. A. oncrrcn e-rs -BUR:•„; l=rlrUlgH�lg7�l i Ii 1 i i MINIMUM Ulm 1;0 '' 'rIrUHIHHHrUIrUpppu�l:� 1� I,rppH�'44H�ppi.;+l�irlrtl��■ 'rIH�IHrIrGNHrIrIu�Ul r e1�Mli I� CONCRETE OR CONCRETE BLOCK HEACEA REQUIRED 1 /4.0 TAPCONS (SEE SCHEDULE ON SHEET 7) / I I I I I Min. SEPARATION 1 -M GLASS r- (SEE SCHEDULE I SHEET 7) E"aANss--I I I .250' MAX_ e >f CONCRETE OR CONCRETE BLOCK er REQUIRED SECTION C - C. ('HALL MOUNT) HURRICANE POSITION SCALE. 3/8' - 1' I /4'tTAPCONS (SEE SCHEDULE Cant ON SHEET 7) (4) J/16-6 ALUMINUM POP :NETS BACX-h FRONT w/ weir NOTCHED i TOP RAIL i ACC cant _ _17R.lF`1 (W.)- . (ONIr FOR SWCLE U.15) F Cant (oNlr FOa Tx1LTIPLE UNITS) W/ WEB CHEO AT BOTTOM RAIL DO (4) J/16'0 ALUMINUM POP RIVETS BACK R FRONT CONCRETE OR CONCRETE BLOCK WALL REQUIRED a Cant. #144' F.H. S.S. S.M.S. FROM JAMB TO TOP RAIL C INTTJiICR WEB \ NOTCHED \ TOP RAIL C� OR , 1/4` 0-20• BOLT W/NUT 1 /4.6 TAPCCNS (SEE SCHEDULE ON SHEET 7) CONCRETE OR CONCRETE BLOCK WALL REQUIRED (2) 1140' FH. S.S. S.M. . FROM JAMB O TO BLADE �A OR O MID HEIGHT TO BRACE JAMB OR. -A (Tw.) NOTCHED AT " BOTTOM ROIL DO j O EACH JAMB LOCATION 1/4'1-ZO THUMB SCREN r (2) /14r2' F.H. S.S. S.V.S. FROM JAMB dD /4' /-20 EMT W/ WNGMUT To BOTiaM UL QO 1/4'o TAPCONS OR 1/4*04/4' AtL POINT SCUD -SET OR 1/4'MI 7ft6' PANELMATE INSERTS' SECTION 0- - D (WALL MOUNT) NON HURRICANE POSITION SCALE: -3/8' - 1' CONNECTION TO CONCRETE- OR CONCRETE BLOCK Wf EXTERIOR LOCKING ROD (F) FIXATIOR Ca"L /144' F.H. S.S. S.N.S. FROM JAMB TO TOP RAIL C E INTERIOR 'NEB \\ OTCHE13 6T TOP RAIL C A OR `. (� ) (2) /14x2' FH. S.S. S.M.,. FROM JAMB 0 TO BLADE W OR O MID HEIGHT TO BRACE JAMB `% - OR (2) 3/18-'9 Alum. -\. i, (TYP.) POP RIVETS 1/4' 0-20 BOLT W/NUT^�, \ INTERIOR WEB ` \ NOTCHED AT BOTTOM RAIL O EACH JAMB �\ LOCATKN N• Cant. \, 1/4'11-20 THUMB SCREW I / O Cant I 1/4' 0-20 BOLE 'N/ 1NNCNUT S?S. 534S. 4x2* F.H. FROM JAMB (E) (2) 1/4'd TAPCONS OR TO BOTTOM RAIL. SS2) 1/4'4a3/4' ALL POINT SOUO-SET-OR (2) 1/4'dil 7/I6' PANELUATE INSERTS ALTERNATE SECTION D'-D' (INALL MOUNT) NON HURRICANE POSITION SCAz: 3/8' - 1' FLORIDA BUILDIN-G CODE (flan -High Velocity Hurricane Zone) Q 2011 TILTECO :NC. ASSA / BERTHA H.V. BAHAMA SHu-rrER R.E./A.G. Dwwr4 er IILIECO.Imc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 11/22/11 DATE TILUT TESTING h EN0114EVIMO COMPANY IL268 WESTROADS DRIVE $431 ".a. ]ova a- Its. JCf ,wvm CAROM tC WA ]JIH "O"• : (W31871-1334 . r- I (JOON71-I»I 'NEST PALM BEACH, FLCMCA 33407 PH: (600)432-2204 FAX. (561)209-6360 11-) 37 e-mall: ultaccocal.cam I DRAWING He _E21-0006719 •sr. r �ncw►n�w o•s an. �. e[savnell y.r� CONCRETE OR i CONCRETE BLOCK HEACER REQUIRED 1 /4.6 TAPCONS (SEE SCHEDULE. SHEET 7) 1/4'* TAPCQNS of (SEE SCHEDULE. Cent. SHEET 7) j "I/POPrNiN�fT$ BACK & FRONT I I n.. I Nr/' NE8 NK1 TOP RAIL d Min. SEPARATION I TO GLASS r(SEE SCHEDULE A OR SHEET 7) I 1x� I I I� I I �LI I - r Cont. ff _ (ONLY MR SK E UN MI) I I I F.'ConL I I I I (mv MR uuum LINTS) I - . w/ we NOTCHED AT BOTTOM RAIL(g) I (♦) 3/1 re I .I30' MAX. GAP INUM POP RNETS BACK & FRONT k d Cont ccNceErE-OR. CCNCRETE BLOCX REQUIRED CONCRETE OR CONCRETE SLGCK WALL REOUIRED /14r2' F.H. S.S. S.N.S. FROM JAMB TO TOP "L C �-Q INTERIOR WES /4• •-2G -ear w/ NmBNuT I 1 /4'f TAPCONS OR 11/4'4:7/e' ALL POINT souO-SET Of I 1/4'aal 7/16' PANELNATE.INSERTS 1/4*o rAPCONS (SU SCHEDULE. SHEET 7) CONCRETE OR CONCRETE BLOCIt WALL REQUIRED (2) J14v2' FH. 5.9. S.M.S. FROM JA618 0 TO BLADE Q OR O MID HEIGHT TO BRACE JAMB S.S. S.M.S. FROM JAMB.(g) TO BOTTOM RAIL(0) j SECTION Q — D (WALL MOUNT) / 111 I I I N p/ A. SECTION C — C � VON HURRICANE POSITION 1t/ ••,... ENs' ..,,•.� ` 1 j SCALE- 3/8' 1' (WALL MOUNT) HURRICANE POSITION SCALE 3/a' — I' CONNECTION TO CONCRETE OR CONCRETE BLOCK •,� Wf INTERIOR LOCKING ROD (R FIXATION =_IFS �O..... \�k,t1, 1 ;S/ONAL AT All. QO n i r4H 1 Cart. #14.2' F.H. S.S. S.N.S. FROM JAAVEI TO TOP RAIL \INTERIOR WEH OTCHED "'IT" OR (2) 3/1 A'0 Alum. =POP RI4ETS 1/4' 0•-•20 SOLT w/NUT (2) 114W F H. S.S.ADS.N. . FROM JAMB 0 TO BLE Q9 OR O MID HEIGHT TO BRACE JAMB (- p OR A (pp.) O EACH JAMB \J LOCATION 71/4'#-20 THUMB SCREW o D 1/4' 0-20 ear w/ MNGNUT (2) #14K2' F.H. Cant S.S. S.M.S. FROM JANH 2) I/4'I TAPCONS OR TO BOTTOM RAILQD (2) 1/4•00/e• ALL POINT SDUO-SEr OR (2) 1/4•hl -7/Te' PANELYATE INsERTS ALTERNATE SECTION D$--Do a wFB AT _ (WALL MOUNT) NON HURRICANE POSITION SCAT a 3/8' . I - FLORIDA BUILDING CODE. (lion High Velocity Hurricane Zone) �Zl 201 t razv INC. R.E./A.G. ASSA / SERTHA H.V..ELAHAMA SHUTTER DeAWN By 11/22/11 /—T-L I 7EC—:70a, 7.4c.AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE TILLIT TESTING & ENGINEERING COMPANY Ales wESTRCAOS CRNYC wA NAL :ek V. sea x4 nQNN r. ereA mom.0 33144 REST PALM BEACH, FLCRIOA 33407 ' , — 1 3 7 a'w• : pmRR0.. r„ Lwa1N1-is�1. PH: (800)432-2204 FAX. (6e1)2ot-t13NO0' .-mall: UltoccOaol.com ORAWINO Na ES-OCCO712 •ca "CAP"" sus . L U caa.ro. LR SCHEDULE #-1 MAXIMUM SHUTTER SPAN "L" (in), MAXIMUM. SHUTTER WIDTH "W" (h) FOR SINGLE (CASE J) & MULTIPLE (CASES It & III) UNITS -FORA CORRESPONDING A.S.D.-DESIGN PRESSURE RATING FOR INSTTALLATIONSINTO POURED CONCRETE, CONCRETE BLOCK OR WOOD SUBSTRATES BAHAMA S.NUTTER ELEVATIONS SINGLE B UNITS ELEVATION WALL MOUNT B MULTIPLE CASE 11 WALL MOUNT UNITS ELEVATIONS •AS 111 : WALL MOUNT CASE I B IMES I 1--w---1--w---I DOUBLE UNITS w--1 w—-1--w---I TRIPLE UNITS----� �.--W SINGLE U N ITS CASE MAXIMUM A.S.D. DESIGN PRESSURE RATING (P.S.f.) MAXIMUM UNIT WIDTH "W" (IN) MAXIMUM SPAN "L" (IN) INTERIOR MULLIOiN TYPE REQUIRED MINIMUM SEPARATION TO GLASS (IN) I +45.0 —55.0 _ 42" -96" N-/4A .4 5/8" "III +45.0 , -50.G 40" 70" O _3 5/8" SCHEDULE # 2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES R FOR SINGLE (CASE 1) & MULTIPLE (CASES 11 & III) UNITS FOR A CORRESPONDING A.S.D. DESIGN PRESSURE RATING & SUBSTRATE TYPE MAXIMUM A.S.D. SUBSTRATE CASE DESIGN PRESSURE POURED CONCRETE RATING WOOD OR s.f. (P� � SOUTHERN FINE No.2 CONCRETE BLOCK +45.0 —55-0 12" 7 1 /2" II & -III +45.0 —50.0 7 1 /2" 7 1 /2" P1 ,t.��R •F40RIOP. ���,��% SS/ONAIL it,, FLORIDA BUI'LUNG CODE (Nan High Velocity hurricane tone) RLVISION' S I:P I. 2.3. 201 SINGLE PANEL WIDTH 42" MAX. (SEE FL8523) DOUBLE PANEL WIDTH 80" MAX. (SEE FL8523) 5/16" DIA. (MIN.) S.S. EYEBOLT EXIST. (SEE NOTES FOR TYPES) CONCRETE/WOOD/CMU STRUCTURE PART "E' (SEE FL8523) SEE NOTES r--PART "D" (SEE FL8523) /8" MIN 5/8" EYEBOLT NOTES: 1. TYPES OF EYEBOLTS THAT MAY BE USED: 1. 1. 5/16" X 2" LAG STYLE WITH 3/8" LEAD TYPE, SPREADER INSERT WITH 2" EMBEDMENT (MIN.) INTO CONCRETE/CMU STRUCTURE 1.2. 5/16" X 3" SHOULDER STYLE EYEBOLT DOWEL & EPDXY 3" (MIN.) EMBEDMENT INTO CONCRETE/CMU STRUCTURE 1.3. 5/16" X 3" (MIN.) LAG STYLE INTO HOST WOOD STRUCTURE 2. MIN. EMBEDMENT MUST BE INTO HOST STRUCTURE (NOT FASCIA, STUCCO, SIDING, ETC.) 3. MINIMUM OF 304 STAINLESS STEEL MUST BE USED (HIGHER GRADES RECOMMENDED) ALTERNATE LOCKDOWN ATTACHMENT METHOD SCALE: NTS 70" MAX. "H" (SEE FL8523) PART "A" (SEE FL8523) 4X. NOTES: 1. DOES NOT REPLACE FL APPROVAL #FL8523-R4 (THIS IS A SUPPLEMENT) 2. SEE FL8523-R4 PRODUCT APPROVAL FOR A LIST OF ALL MATERIALS 3. THIS IS AN ALTERNATE METHOD FOR THE "HURRICANE POSITION" 4. ALL ANALYSIS IS IN COMPLIANCE WITH ASTM-E-1886-05, ASTM-E-1996-05, & ASTM-E-330-02, AND ASCE 7-10 5. PLEASE SEE FL8523 PRODUCT APPROVAL FOR PROPER WALL ATTACHMENT METHOD & MAXIMUM PANEL SIZES oN W. SHo 1 IS Al," RM Paall:cTION FEN DILIGNIM IN ACCORDANCE W1'II I SILT ION 1609. • TI IF 010l'Iw=)A BUILDING CODE. mow_ strn:unrn 2.12013 C � r J W _ z Q n U 0-, -- u 1X ? v) Y. . z o x M DRAW\ \OVI:\1RFR 17. -1 +A RV LOON W. SI IOR r. P F f/121/.]-AS71 JWS SC ALA! .:r-L SHEET S-1 SI IOR r. RE FL P.F. a69018