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HomeMy WebLinkAboutProduct Approval (Hurricane Shutters)0 s< . BCIS Home I Log In I User Registration Hot Topics I Florida s arOPduct Ap proval USER: Public User 4� Gj*1j9: e • Submit Surcharge j Stats & Facts I Publications I' Contact Us !' BCIS Site Map I Links I' Search' 1 Product Approval Menu > Product or Application Search > Application List > Application Detail FL # L8200- Application Type 1 I Change Code Version 2020 Application Status Pprov d 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@easternmeta1.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Colonial Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tlllit, Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12 1/202 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL8200 R10 COI CERTIFICATE OF INDEPENDENCE pdf Referenced Standard and Year (of Standard) Standard Year ASTM E 1886 2012 ASTM E 1996 2012 ASTM E 330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/22/2021 Date Validated 04/19/2021 Date Pending FBC Approval 04/23/2021 Date Approved 06/08/2021 Summary of Products FL # Model, Number or Name Description 8200.1 Bertha HV Colonial Shutter Drawing Number *20-170 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D", Wind Zones 1, 2 and 3, Max. width is 60" and Max. height is 96" for +45, -55 p.s.f. A.S.D. design load, and Max. width is 52" and Max. height Is 66" for +50, -55 p.s.f. A.S.D. design load (double panels) and 105" maximum width and 66" maximum height for +45, -45 p.s.f. for concrete and +40, -45 p.s.f. for wood for quadruple panels. Extruded aluminum blades assembled together and retained by jambs/headers to provide Hurricane Protection Installation Instructions FL8200 R10 II INSTALLATION INSTRUCTIONS.pdf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL8200 R10 AE PRODUCT EVAL REPORTpdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cop qht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. }Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not,wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click blre . Product Approval Accepts: ov EChECq Credit Safe ' •a�ozifi,(iti{�^��iric1Z,C;c• W = 60" MAX (105° FOR TRIPLE) H = 32" MAX. t � FBC 2020 - 7TH EDITION 160 MPH EXPOSURE:D CATEGORY: II ROOF HEIGHT: <30' APARTF (SEE FLMM-RB) , DARE•D•(SEEFLaMQ-R9) 1" MI IN MUM EDGE DISTANCE SECTION N.rc W = 80" MAX (105" FOR TRIPLE) H = 32" MAX. + W r �I ECTI SON N.TA VI! = 60" MAX (105" FOR TRIPLE) H = 32" MAX. i W r ECTI SON N.TA VI! = 60" MAX (105" FOR TRIPLE) H = 32" MAX. i W r a a T•6 (SEE FLB20DA PART'A• SHOWN... HOWN FORCLARRY 1•X lir ALINU MCHANNEL /4-20 X SID RIVET NUT WITH 114'- 20 X 1• SIDEWALK BOLT ® EVERY VERTICAL NOTES: -Q� 44 1. THIS DETAIL DOES NOT REPLACE FLORIDA PRODUCT APPROVAL FL8200 R9. THIS DETAIL IS SUPPLEMENTAL. 2, SEE FL0200_RO EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR SPECIFIC INSTALLATION INSTRUCTIONS AF A LIST OF ALL MATERIALS. 3. SEE FL8200 R9 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR WALL ATTACHMENT METHOD AND MAXIMUM PANEL SIZES. „ 4. THIS DETAIL IS AN ALTERNATE METHOD FOR THE "HURRICANE POSITION'. 5. ALL ANALYSIS IS IN COMPLIANCE WITH ASTM-E-1885, ASTM E-1998, ASTM E-330, AND ASCE 7-16. �/ 6. MINIMUM 304 STAINLESS STEEL SHALL BE USED. COLONIAL SHUTTER ALTERNATE LOCKDOWN ATTACHMENT METHOD REVISIONS 0: W D N W O ' Z W O O a c w W o g o Ko i OF i S-1 04/12/21 WILLAMAN RESIDENCE 7906 SANTANA AVE FT. PIERCE, FL 34951 REAR 3 N FRONT WILLAMAN RESIDENCE 7906 SANTANA AVE FT. PIERCE, FL 34951 OPENING WIDTH HEIGHT #1 56" 43 #2 56" 43" #3 56" 43" #4 56" 43" GENERAL NOTES: 1. BERTHA H.V. COLONIAL SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (7th EDRION) OF THE FLORIDA BUILDING CODE. THIS COLONIAL SHUTTER SHALL MI 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. ASCE 7-16 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 7-16 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. COLONIAL SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 16D9.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 1215.01-06 AND g 0131.01-07 WITH ADDENDUM, AS PER ASTM E 1886, ASTM E 1996 AND ASTM E 330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 Y 3 MISSILE TYPE D (BASIC PROTECTION). 2. SEE ELEVATIONS ON SHEETS 3, 3A, 4 & 9 FOR MAX. A.S.D. DESIGN PRESSURE RATING & MAX. SHUTTERS DIMENSIONS. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER, WITH Fy= 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING WOOD FRAME WALL: SOUTHERN PINE No.2, G=0.55. — 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. NOTES: A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2". A.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1). (B) TO EXISTING POURED CONCRETE MIN. (f'c = 3192 p.s.i) OR ASTM C-90 CONCRETE BLOCK — 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORID - NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE POURED CONCRETE UNIT SHALL BE 1 3/4" AND IN CONCRETE BLOCK UNIT SHALL BE 1 1/4". 8.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. B. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE SHUTTER WITH STORM BARS & SAFETY PINS DURING PERIODS OF HURRICANE WARNINGS. 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. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. OWNER TO BE RESPONSIBLE FOR PROVIDING A SUITABLE PLATFORM OR BALCONY WHEN SECURING UNIT DURING HURRICANE WARNINGS. 11. BERTHA H.V. COLONIAL 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. 12. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT COLONIAL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 13. (A) THIS PRODUCT 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 CONDITIONS DEVIATE FROM THE P.E.D. (8) 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. (E) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE , 111 1111H ttlinpFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. �. T1cti , � ..., . TJ�,' FLORID- BUILDING CODE Non High Velocity Hurrne Zone) CENSF 02020 TILTECO. INC. ASSA / BERTHA H.V. COLONIAL SHUTTER °' BRAWN sr. (\jp, 44167 = AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/2O LE C O INC. 428PAIL BEACH, FL 334078 WEST ROADS ORIYE STATE Of �+ TIWWESTT TESTING & ENGINEERING COMPANY 71 PHONE- (600)432-2204 OE-/- 20-17D ` B1Y ,11I. ]LA A. S1L a0; 1tGmL.t 45RKw R 33166 a ••, F P • ``� qm.: (Yn)Q!t-tsv . im : (aoeptl-tAt FAX:(56f)209-0360 CA-0006719 tn. r oomtell m. r ttt�,a WALTER A. TDRAWING No: F •' • • `• `G' �� R17f Jr. P.E. an 17-ate s �/ FS,i/l1 AI•Al • 4\ ..\� FLORID- lio 41167 _ SXEET 1 OF 14 18 .213" K,6.0451 .625";(±9 _J1 I 1 1� i kJ 1.700" 2.000" LL2.125- (t.020)— AO LOUVER At AIRFOIL OPTIONAL BLADE LOUVER BLADE TOO \ 6063-T6 Alum. Y 6063-T6 Alum. ALLOY FOR ONCO&o W®rr-110_ -;--.910 I I 91. is 2.330" ppOs I M 0, I s l8" ' .071" n 1 Pp> 078" a + r1 I m N N N h� n 00 6, cTYP.) I I !2 ? 2.375" ( FOR WOOD & POURED 240" 0 I I I � CONC. OR CONC. 9' BLOCK WALL) I q I I I I 1 _ --.324" 0. © FLAT HINGE DOUBLE HINGE D�T�&BOTTOM RAIL �E JAMB 6063-T6 Alum. ALLOY 2" LONG. C1 DOUBLE HINGE m. ALLOY 1-----2.000"- VIEW YY 6063-T6 Alum. ALLOY 2" LONG. � - ... i 5/16"0 r'--2.125" �T a Min. N HOLEJ J100.;_�� " © STORM BAR TYPE 1 N I 1 I � 1--1.250"--1 F—.500" --I I--.500" 3.000" FRONT SIDE VIEW T 0 � N } �F H.V. STORM BAR CLIP F 6062 1%B"4 m. ALLOY G1 STORM BAR TYPE 2 N O' 2.500' Z 875" �� r.250"� o o -�t 1 " O Lf J) NON HURRICANE .250" BRACKET ANGLE 11 1 /4"O-20X2" S.S. HEX HEAD 6063-T6 Alum. ALLOY BOLT W/DIE CAST ZINC NICKEL 2 1i8" LONG. 1/ PLATED WASHER WINGNUT 620" SMOOTH — i O 3/8"0-16 O x 1 O � o L — .530' .620" �H S.S. HINGE PIN W/ LOCK NUT. COMPONENTS SCALE: 3/4" = 1 " EXTERIOR II 2 S.S. WIRE SNAP. I I II H.V. SAFETY PIN I I N II/ I I Ir I I I I � II ISOMETRIC ---I 4-0.250" u N.T.S �I S.S. H.V. SAFETY PIN W/ 2 S.S. WIRE SNAP ,P` CENs L4 No. 44167 STATE OF .'� �,c FCO RIDP ,: ��•� FtS •'' • • •NG\ ��� '�h s�ONAL E �a FLORIDA BUILDING CODE (Non High Velocity Hurtican® 02020 TGIECO. INC. ASSA / BERTHA H.V. COLONIAL SHUTTER _ =_ AMERI� SHUTTER SYSTEMS ASSOC., INC. ' L E C O 1NC. 4266 WEST ROADS DRIVE IL11T TE571NC @ ENGINEERING COMPANY �T PAW BEACH. FL 3W7 Ne xn a. s.. �m..aeaa rncOc n s�,sa PNONE. (eoeyl5z-22ot 20 F]ra STe . : (>a])07,-,m, FAX: (56010=1 — r emno. — we WHITER A. 00671Jr. PS FIZRIOA uo. / 44167 Zone) ORAWN BY: 7/e/2ezo GATE' 20-170 DR/�WMG No: SHEET 2 OF 14 B+GCOR Cl + O (6) REQ'D ALWAYS TYP. WOOD HEADER 30" MAX. UNIT WIDTH. 30" MAX. UNIT WIDTH, RDIJURED C 1�.A"i1� 1 o o 10 O 0 POURED CONC. OR I of I/.q E i 2• REDNRED, 2• 1 MIN. / F O +— Q o G 3 REQ'D. ? _-____� o I y I` - ALWAYS TYP. - ;-- DET. 1/8 I ---- I EACi - -- DF (2) REQ' H 1 WAYS TYP.. QTro©M..S EACH O MECH O j (m). -{r. C lLO(TYP.) I ' �+cmI -C9� GR ®mPa Q i G m,k. ✓i I I N FJDSRNG 1 i�, DamcJ W _ _ _ _ -[_ M G1A55 ( GLASS 4110O11 O O O Q 1 ] 1/2• MIN. 1 3�1/2• ~MW. t—SEPARATION t—SEPARATNIN— j II I TO CLASS 1 TO CLASS 1 , , I I ADD 2 a1H2- s ADD z /utQ• Ss. I 1 I I sM ATfC1OfOxErcHr `-�7�'L sy� �r�LmE+osFr AT OR AT OR N9 b o i I - 0 o A OR Al (TYP.) OR Al (TYP.) o cl = i i --- - - o ILo ¢ "r2S aI Q (RP) �f ON Q (DPJ l (2) If 14u- (zf tau• F SS. S.M.S EACH S. S.M.S EACH _ F (2) REQ'D. ®TO®(TTP.). WAYS TYP. cjjo xa� I 1/�I� �CoL ousnN I -GAP o 0 CLASS ConL pin I MAx. GAP 1 _ SIMILAR Tt G cw� --- - - - -- -- - 1 B 5 ! A/5 -A i B 5 a 2- u 2• POURED caNC. OR O O MIN. CC= BLOCK WALL LREQUIRED.— \ io o I\ I / o o` ``` il�\il i1�ApAir' '� WOOD 2*.4'--!y 1 V 1�1 L(, 0 0 0 o f � h ... /j REQUIRED i t I \ ^ � ^/ ..` V :' •�\V EIV SL`' fI. '-. WOOD SR,D �vc `@ D Q No. 44167 SECTION C—C REoU ED SECTION C—C 60" MAX. WIDTH. — - (WALL MOUNT) (WALL MOUNT) L - * c HURRICANE POSITION HURRICANE POSITION STATE OF :'2' z SCALE. 1/4• - 1• SCAM- 1/4- - 1• ' "dc'• 'o�OR10P..��ta�� TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR WOOD OR COY11tE,,.��`'� HURRICANE POSITION) FLORIDA BUILDING CODE Non High Vel Hurricane zone) N.T.S. C2020 TILTECO. INC. ASSA /BERTHA H.V. COLONIAL SHUTTER DRA B. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/:ozo MAXIMUM A.S.D. DESIGN PRESSURE RATING = +45, —55 psf., IL E C O'N�. 4269 PALM ROADS DRIVE °"� 71WT TESTING k ENGINEERING COMPANY WEST PAW BUCK,00)4EL 73407 tua N.a. xu 9. — 3M v— corms, R arras PHONE (1i00)432-T304 2O-17g Pawn : (>oSla/I-taw . ,m . (A17e7t-raft FAX: (561)209-6360 CA-000G719 m.,w ommrou — aW .. — — DRAWING No: WALTER A TLUT Jr. RE aD n-xte , FLORIDAU.. O 44157 SHEET 3 OE 14 8 + IS OR cl + @ (6) REQ'D ALWAYS TYP. 30" MAX. UNIT WIDTH. I 30" N. UNIT WIDTH. M D MAX. ,,,. io o 0 0 :0 o i 0 oi ........ . L ------ LONGBLOC: 0 0 < 2' REQMqmRMMD.. G (3) REQ'D. MIN. ALWAYS TYP. DIET 1/8 --------------- IF (2i REQ'D. 6��CH ��41 S TYP- •A (2 14.2 O(Typ-) -I o o' I 070S.M.S EACH U-1 U- ConL 0 OR 0 (m.) OR (TYP.) r(�)OR (TYP.) 0 x 0 < m EMSTING -F. 0 CLASS t—SEPARATION i ~mom 49 F- 0 0 ADD �2) p o 0 m AN HEICHWT C-L Lo I --U--! CR 0 0 < OR (A) CrR) 14.2' Cq• r) S.S. S-M.S EACH :VF (2) REQ'D.— (E)To(E)cryp.). 0=0 WAYS TYP. 9f- o 0 0 jI a ol 0 �GD 1/4' ff.—Jc—t- 11 —U— -U 1 /5 E 375 0 4c 2' POURED CONC 0 COW, BLOCK OR MIN REQUA WALL 44167 to E3 No � i / o La STATE OF 0 SE cjj0R--c—c rj-8 ......... (WALL MOUNT) HURRICANE POSITION 11111111100% L —60" MAX. WIDTH. SCMM 1/4- - 1. TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR CONCRETE BLOCK. (HURRICANE POSITION N.T.S. FLORIDA BUILDING CODE (Non High Vsloclty Hu no Zone) 02020 ULTEOD. INC. LLP ASSA / BERTHA H.V. COLONIAL SHUTTER DRAWN By. MAXIMUM A.S.D. DESIGN PRESSURE RATING = +45, —55 psf. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/20x0 425S WEST ROADS DRIVE DAYE- �l �AM B�. H- 3MO7 LLJT TEUnNO & ENGINEMNO COMPANY PRCKE:- (M)"2-2204 DMR4010 20-170 gM_,W, FAX.• (561)209-8= CA-0006719 DRAWING Na WALTER A. Jr. P.E. M-7 Mm FLORIDA UMNI 44167 SHEET 3A Or 14 TYPICAL EXTERIOR ELEV. DOUBLE PANEL HURRICANE POSITION N.T.S. Z;qm3ov 7, (WALL MOUNT) HURRICANE POSITION SCALE Ilea 1. (WALL MOUNT) HURRICANE POSITION SCALE: 1/4' - I- W— I ItUff ", FLORIDA BUILDING CODE (Non High Velocity Hu cone Zone] o2Dzo =00. W- nutr TESTING & ENGINEERING COMPANY JB R S a xs V116 6\ ums. R DIY6 Yeas : (zeR CA-00 . fm : ryMJm:-1311 WALTFR A TRW Jr. P.E.ao FLORIDA Lk. / 44167 ASSA BERTHA H.V. COLONIAL SHUTTER / r.P DRAM er: d ��y Q : ENSF' •9 .� No. 44167 � •, : � STATE OF o Ftoa�oP '�`` ` '.. _.• r•� AMERICAN SHUTTER SYSTEMS ASSOC., INC. 4268 WEST ROADS DRIVE WEST PAL ( )o0D CH, Ylw� FAX- (SB1)20G-Q]!0 7/e/20:0 DATE' 20-170 DRAWING Na v ❑-ale . SNEEi 4 OF 14 POURED CONIC. OR BLOCK WALL REQUIREDNC.__ F--2.70"---1 3" Min. E.D.i (2) 1/4"0 TAPCONS I.T.W. BUILDER (STAGGERED) TO - WALL. POURED CONC. OR CONC. BLOCK W7WA REQUIRED. --:5007r 2.70" �2.125" MIN. , DE PENETRATION (2) 2"x4" WOOD STUDS. REQUIRED 0 CORNER (Typ.) EXISTING GLASS. 2" 0 V F�' 1 rn o N o NOTCHED QE 2.125" MIN. ED OE AT QD RAIL BLADE PENETRATION RAIL v z,n a 2.125" MIN. 2.125" MIN. N � � n BLADE PENETRATION BLADE PENETRATION A OR ® — w 0 1 I •- S.S. S.M.S. AT TOP / \_U2 j)1 BOTTOM AND BOTTOM CORNERS ADD (-2) --'I MAX GAP C S.M.S. AT 2 �.��2) #1 BOTTOM AND BOTTOM CORNERS ADD 2 (4) 3/16"0 #14x2" S.S. S.M.S. AT MIDHEIGHT JJJJ SECTION A —A #14x2" S.S. S.M.S. AT MIDHEIGHT (4) 3/16"0 ALUMINUM ALUMINUM POP RIVETS SECTION B—B Al SECTION 0— POP RIVETS PLAN MIN. N.T.S. 2.125" (1 BLADE PENETRATION A OR O 1'i'-) 2.125" MIN. 2.125" MIN. j'��j NOTCHED Q BLADE PENETRATION BLADE PENETRATION . I �I AT QD RAIL t�--y I----�I A OR ® (TTP.) 2.125" MIN. BLADE E PENETRATION NOTCHED E AT® RAILI I iIj ,(2) 1/TP I.T.W./BUILDEXT -(STAGGERED) O 1 I_ a_U L----1 .895} (4) 3/16"0 ALUMINUM B POP RIVETS E 1 I E i II .I -f JNININJItLI-1: 7 ��aJiMN1t�N�Y1 - .-_` I I ; � \ U (2) 1/4-0 1/4"0 TAPCONS I.T.W. \BUILDEX (STAGGERED) W/ `j \ 1/2" Min. THREADED / PENETRATION TO WOOD (2) 2"x4" WOOD f-S7UDS REQUIRED —1.729'--�500' I ® CORNER (ryp.) 1 . I i O O ' N . 0 C N -(2) 1/4"0 TAPCONS I.T.W.t o BUILDEX (STAGGERED) W/o 1 1/2" Min. THREADEDIPENETRATION TO WOOD1 . (2) $14x2"..�� - S.S. S.M.S. �� (2) #14x2"1/ 1-..-r .8 5'`1--4-,.q . S.S. S.M.S.500'�- ALUMINUM VIEW 1 (PARTIAL ELEVARQY j �('t"�C�%j°�i��� 8� BUILDING CODE (Non High Velocity Hurricane zone) N.T.S. �aa �. , • • • , 0202TED. INC.SSA / BETIA H.V. COLONIL SHUTTER Y3' DRAWN BY. AMERICAN SHUTTER SYSTEMS ASSOC., INC. ILE C. INC. 4sea WEST ROADS D. 7/B/—a DATE. TILLIT TESTING @ ENGINEERING COMPANY WEST PAW BEACH, FL 33407 ",.. as a g. ,m , �Rmm n PHONE. (800)472-n04 20-170 i o'•, STATE OF �� �„� 8,.: T3n)a+,-,sw . I, : T�mN-,�, iAX (78I)?i19—e3B0 0°E ova DRAWING Na ��` ••- �� WALTFR A TDff1PE �� FLORIDA Dc. 444.187 SHEET 5 Or 14 yA''�nu;0N1A11,LL`` N (2) 2"x4" WOOD STUDS REQUIRED CORNER (Typ.) (2) 1/4"0 TAPCONS 1.1 BUILDEX (STAGGERED) I 1 1/2" Min. THREADED PENETRATION TO WOOD EXISTING GLASS Min. E.D. 2' Min_ E.D. 1/4- MAX. 1/8" MAX. GAP 1/4" MAX. � t � t � t 7asseGr< -: TYPICAL PLAN (NON HURRICANE POSITION N.T.S. (4) 3/16"0 D ALUMINUM , j OR POP RIVETS Iv 1/2" MIN. PLYWOOD SHEATHING REQUIRED MIN. Eh BEYOND (2) 1/4"0 TAPCONS I.T.W. BI W/ 1 1/2" Min. THREADED PENETRATION TO PLYWOOD SHEATHING REQ'D. W/1" EXTI DISTANCE PASSED PLYWOOD v (2) #14x2" S.S. S-M.S. \(2) #14x3/4" S.S. , I z 1/a' MIN.® . z 1/a' MIN. ` S.M.S. TO AT AND TO ADD (2) #14x2" etaDE PEN ON B E PENE1HAnON LOCATIONS SHOWN ON S.S. S.M.S. AT MIDHEIGHT ELEVATION ON SHEETS DETAIL X (NON HURRICANE POSITION. SCALE: 3/8"=1" WOOD HEADER, WOOD PLATES, WOOD STUDS OR 1/2" (MIN.) IR ®1 )R ELEVATION Y-Y SCALE: 1/2"=1" FLORIDA BUILDING CODE (Non High VelacIty Hu no Zone; i �Q\ '\CENSF' = �� 0�o m1EGo. INC. ASSA / BERTHA H.V. COLONIAL SHUTTER GRnN�R er No. 44167 C AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/e/2wo —_ ' O INC. 42ea WEST ROM DRNE DATE: •1/ STATE OF TESTING & ENGINEERING CCMPANT � ltl ]61R A. $ �W. MiR„ GNRM. M1 91N FIL PHONWESTAW (eeO)G1j,}2 O'044 D7 ZD�� 70 1. 1c,.:„_,sro . Tm : c>mmr+-1>s+ A iAx d n m�rr (seq:os e�eo ovL ae. ,oam 4n OPINING N0 •' \` . TG6771Jr. P.E. WQTFR nCRIOA IIa_# u167 an v-i10 �` SHEET 7 OF 14 -- EXISTING GLASS ---------------- �------------------- ------------------------------------------ 1/8' MAX. GAP Min. TYPICAL PLAN (NON HURRICANE POSITION N.T.S. POURED CONC. OR (2) 1/4"0 TAPCONS CONC. BLOCK WALL I.T.W./BUILDER TO WALL. a, Min— REQUIRED. E.D. j (2) 1/4"0 TAPCONS I.T.W./BUILDER 1/2' 2 11/16' 1/2' 5/16 1 1/2' 5/16' (STAGGERED) TO WALL. `ALUMINUM (� /POP RIVETS 1 ---- U—L�_ _ .....,. �(2) #14x3/4" S.S. (2) #14x2" S.S. S.M.S. AT j 2 1/8' MIN. L 2 1/8, MIN. L S.M.S. TO ® AT TOP AND BOTTOM CORNERS BLADE PENETRATION eLaoE PENETRATION LOCATIONS SHOWN ON ADD (2) #14x2" S.S. S.M.S. O ELEVATION ON SHEETS AT MIDHEIGHT 3, 3A & 4. DETAIL X (NON HURRICANE POSITION) a s SCALE: 3/8"=1" Yl'i (2) 1/4"0 I.T.W. BUILC POURED CONC. OR CONC. BLOCK WALL REQUIRED_ \1 POURED CONC. OR ELEVATION Y—Y SCALE: 1/2"=1" OR OR QA I FLORIDA BUILDING CODE (Non HMIghVelocity Nu cans Zone) Q� . EN T���%$ �__ ozozo maco, we ASSA / BERTHA H.V. COLONIAL SHUTTER Mr DRawN Rr: No. 44167 '. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/ *= I L E C O I N C. DATE STATE OF S TILLIT TESTING & ENGINEERING COMPANY am tic ]Wd 5,. Sk »s lacue.. 0wms n SS,m wESrBPAW eucH, il. aum PHONE, (800)432-2204 20-170 1. t�, s a •. O ALORO : nmmr+-,sW . , (JO>)R11-,1)1 CA-0006719 WALTER A MUTT Jr. RE m r PAX: ®mi (S61 esa0 )209- eaa — ®m, — DRANWG N¢ ,. F�Q� _•....... • �.Q,�'\_: FLORIDA Uc. 8 s4167 GL ,�-2„ , SHEEP D - 14 ©+©OR C1 +OH ALWAYEQ D. {---P. 26" MAX. UNIT WIDTH. E vC'/10 !—CD io 0 o ti p ° G1 (3) REQ'D. ALWAYS TYP. o oil 01 1 iaf DET. 2/14 - ie b--o- A b p 0 0 0� 0 0 0 0 0 (8) REQ'D. ©+(�OR C1 +OH ALWAYS TYP. '�' MAX. UNIT WIDTH. (� 26" MAX. UNIT WIDTH. 26" MAX. UNIT WIDTH..�jj t t o of o o 1 I �. o o / 0 p! t B i O Q D. ALWAYS TYP — /— DET. 2/14 \ ° ? G1 2 REQ' ° 0 DET. 2/14 ---� -- ALWAYS TYP. / I E�sB i = —f_ � 2 t — W YS 0 o_ TYP. - .. � `ALWAYSE TYP. b ° O 010 o l rtf 1 �o b I to �� EACH QI II �OR Al (1YP.) A OR Al (1YR) A OR Al (TYP.) J!! (TYP. w — t I ° 9 0 -� — — --- f — ---- --t it —oH* ; oil t i o � '• -__-_ ------ ' R- — G 1 — B' 11 - t D 11 A'/11� I - A'/11 D' 11 ° D /11 - ° O O O 01 t ' O O --_� O OI 0 ; I �C./10 E/ E C 11 I," /1�t MAX OVERALL W ;CfTYPICAL L1O EXTERIOR ELEV. UADRUPLE PANE��? �= FLORIDA BUILDING CODE (Non High Velocity Hurricane zeee) ION No. 44167 - ASSA / B8;r HA H.V. COLONIAL SHURER "p N.T.S.o *= DMWN OP: • MAXIMUM A.S.D. DESIGN PRESSURE RATING: +45 —45 ' PSF FOR CONCRETE OR STATE OF =moo ., A %, ��.. <ORIDP `` IL E C O INC. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 4266 WEST BECK DRIVE wEs, pun er�cx n ss�oi -1/s/"=a �� CONCRETE BLOCK WALL. • MAXIMUM A.S.D. DESIGN PRESSURE RATING: +40,-45 PSF FOR WOOD. .•�� �.ss/ •...... • NG `,��" . ,'"acs,°. m" "ems n°� woe.: <]WMI,-,xo . Fm : (]•m7,-ISIt PHoN& (aao)• y�. FAX: (560209-ma •' '�� °� 20-170 �"WNG N. „Q; 1A„ WK7Epp �7�TUrT jr, pE FLORDA LiG / 44167 m n-2,a SNEEF B OF 11 (2) # S.S. S.M. QF TO (E (8 SCREWS/� DETAIL 1 (ISOMETRIC) N.T.S CONT. FLORIDA BUILDING CODE (Non High VolocRy Hu IV ®tom MTECO. INC. ASSA / BERTHA H.V. COLONIAL SHUTTER No. 44167 AMERICAN SHUTTER SYSTEMS ASSOC., INC E O INC. 4268 WEST ROADS DRIVE WEST PAW BEACH, FL 334D7 - — • Of TILUT TESTING & ENGINEERING COMPANY M— — -- M.1. PAw : (11A5� . PHONE-w O32-80STATE FAY-' 61 j0-W •. •• ,cC O R IDA jCCn_ CA-00ws7ts WALTERaA.TILUT dr. P.E. o�nm u(,5 � ..._...'..' .r; FLORIDA U. 1 44167 _ MY DRAWN W. 7/6/2020 DATE 20-170 DRAW= N.: SHEET 8 OF 14 1/4WOOD MAX.- � EQUIREEADER I I \/ IIIIN� 1/4 MAX. POURED CONC. OR;, CONC. BLOCK WALL REQUIRED.LSLI / Z„ ?, / LSL— MIN. F (2) # 14x2" 11 (2) 14x2" Ij S.S. S.M.S EACHN S.S. S.M.S EACH i (D TO ID (TYP.). 1.(2) TO V (TYP.). I NG\ EXISTING_] SS r_ r a GLASS 3 5/8" MIN. I I — SEPARATION i I TO GLASS ADD (2) #14x2" S.S. S.M.S. AT MIDHEIGHT AT(Z) I OR a I I 1 (2) # 14.2" (� S.S. S.M.S EACH (� OF To D (n'P.). �\ I I EXISTING I GLASS I I I I 1/4" MAX. GAP i \\\\\WIN POURED CONC. OR CONC_ BLOCK WALL REQUIRED. \ SECTION C-C (WALL MOUNT) HURRICANE POSITION SCALE: 1 /4" = 1 " OR (M.) j 3 15/16" MIN. I— SEPARATION - F I TO GLASS 11 I ADD (2) #14x2" S.S_ MAT MIDHEIGHT OR G1 Cont. I I OR O (TYP.) �— f� I I ^ �J (2) # 14x2" �1Cont. S.S. S.M.S EACH (f)TO QE(TYP.). � I I I EXISTING GLASS I I 1/4" MAX. GAP 2"x4" Woo[ REQUIRED WOOD STU[ O.C. MAX. ZOLU I IVN l,—U (WALL MOUNT) HURRICANE POSITION SCALE: 1 /4" = 1 " OR ® MP.) - U (m) Cont. �a Qom. ........... \-\CENSF• ..� i,, D. 44167 STATE OF s�ONAI r ern. (2) Iles TAPCONS I — BUILD" (STAGGERED) TO - WALL 4' Y 0 BLAD125� MIN. E PENETRATION 2.125' A1DT. 2125' MIL m�NO 2-119' AM 2.125' MN- 2125' �N ®� ® fEAOE PE1RlRATlfe1 91M£ PENETRATION 3� 2I75' l9fL 2125' III71 MADE PENETRATION MADE PFTRTMTION ATNO® ® BIAOE PFHEIRA N f 1S;ai BLADE PENETRATION BLADE PENETRATION p ®�� �— - /1412' SS S.Y.S. AT TOP `�-4S $J1S. — Ok � ((2)) /102' (4) 3/18Y MY BOf10Y COWERS ADD (2) ({) S/I B'{ S.S. s.Y.S. I (2) /14Yr SS SHS. AT 7� ALIR/INUY /14Y2' SS S.Y.S. AT N0)HFJCHf ALUYINUN ` (4) 3I16'0 � (2) 141. PCP RNM B POP IAVE78 EA. SECTION A' —A' Pap PoµLEUM E�iL B /144' SS SYS AT NIDF�pB POP rD SECTION B'—B' SECTION D'—D' SECTION D'—D' SECTION/ gem Al PLAN NTS 1. V,�4_�A1AIVI�� H.Ts........... Q�, - ........ a�p _ NO.44167 lam' �., STATE OF , "P TAPCONS I.T.W. TAGGERED) W/ {• WOOD I REOUWED NER Cr),.) FLORIDA BUILDING CODE (Non Hlyh Velocity Hurricane Zone) ozD2o mTEeo Dc ASSA / BERTHA H.V. COLONX SHUTTER DRWw. BY: AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/e/2= E C O INC. I L 426WW WEST ROADS DRIVE WET PABEACH. FL 37407 PHONE: (e00){52-2204 DAM Q N ENGINES INEE COYPAHV n Les rums rt aT,aa (TCS)4/I-,v0. (xe>eTt-t5tt FAA: (5e1)7AH-SWO 20-170 CA-0006719 WALTER A TLLrT Jr. P.E. DRAWM Nn: ar, r ®® ool n. r ouc pO 17-r' ' SHEET 11 W 14 FLXDA U./ 44167 2' Min. E.D. EXISTING GLASS 2' Min. 1/4' MAY. 1/9- MAX. GAP 1/4' —4 I. — TYPICAL PLAN (NON HURRICANE POSITION _ N.T.S. \` (1/2" MIN. PLYWOOD 2) 2" x 4" WOOD SHEATHING REQUIRED STUDS REQUIRED CORNER (Typ.) ��� I (2) 1/4"0 TAPCON W/ 1 1/2" Min. T / PENETRATION TO PI SHEATHING REQ'D. 2" Min.- 7't DPASSED o f_ ^moo (2) 1 /4"0 TAPCONS I.T.W. BUILDEX (STAGGERED) W7 1 1/2" Min. THREADED PENETRATION TO WOOD I(2) #14x2" S.S. S.M.S. AT TOP AND BOTTOM CORNERS ADD (2) # 14x2" S.S. S.M.S. AT MIDHEIGHT 3/4' 1/2' (4) 3/16"0 Y (ALUMINUM O _ / POP RIVETS , , SM.S.1TO�AT S.S. LOCATIONS SHOWN ON ELEVATION ON SHEET 9. DETAIL X (NON HURRICANE POSITION) SCALE: 3/8"=1" WOOD HEADER, WOOD PLATES, WOOD STUDS 1•) )R )R O tLtYA11UN T-r SCALE: 1/2"=l" FLORIDA `S °° tD° R'G 40. 44167 '_ STATE OF Q 4 Huff IE^I+ ING $ QIammuNG COMPANYT rA�ma. R MI W F�ORIDP \�.•• Pwn:famMrt-tim.fm:t3W7d1-131t ......... `G�\ �� tYA11F31 719r. P.E FLORmA U. P u167 �/1/1111111111Nt BUILDING CODE (Non High Vdocfty Nu cane Zone) ASSA / BERTHA H.V. COLONIAL SHUFIER ° PDRON s,: AMERICAN SHUTTER SYSTEMS ASSOC., INC. 42, WEST ROADS DFM WEST PAW BEACH, n. 33ao7 PHONE: (CDO)432-EM FAL•(Sel)2a9-E3Eo 7/6/2= mr- 20-170 DRAWNG N. aK Y, mm® mf ar. A. magpl m: SHFI1 13 OF 14 POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. ,aar— ��� J• Min. 3• Min. E.D. E.D. EXISTING GLASS / 1/4• t/a' 1/6•�Mm. Gw IMm. MAX. GAP Ir 'M/A (: I; TYPICAL PLAN (NON HURRICANE POSITION N.T.S. ��� ELF (2) 1/4"0 TAPCONS I.T.W. BUILDEX (STAGGERED) TO WALL. CONCRETE OR E BLOCK WALL 11/16•11/2• 5/16- D (4) 3/16"0 ALUMINUM POP RIVETS A OR (l�) (2) 1/4"0 TAPCONS I.T.W. TO WALL. -- --- — i (2) #14x3/4" S.S. (2) #14x2" S.S. S.M.S. AT I_2 1/8" MN.I S.M.S. TOO AT TOP AND BOTTOM CORNERS BLADE PENEtRATION QD LOCATIONS SHOWN ON ADD (2) #14x2" S.S. S.M.S. —� ELEVATION ON SHEET 9 AT MIDHEIGHT i- --- ---_ DETAIL X(NON HURRICANE POSITION) HURRICANE POSITIONS SCALE: 3/8"=1" POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. ® 0 �` POURED CONCRETE OR ELEVATION Y-Y SCALE: 1 /2"=1 " R®I1 DR Hurricane E A OR Al (2) # 14x2" S.S. S.M.S MID-) (Typ.) E (Typ.) (Typ-) OR (TYP)— EACH F TO E EACH @ (1 6 SCREWS/STORM BAR) z' F cci IT % N INL (Typ V: �7 1 /5- MAX. GAP 1/8MAX. GAP 1/8; MAGAP DETAIL 1 (ISOMETRICS N.T.S o-'g FLORIDA BUILDING CODE (Non HIgh Volocily Hurricane Zone) .2020 7&nrA lir- U.P ASSA / BMM H.V. COLONIAL SHurnut 0-44167 AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/"2o - 4M WEST ROADS ORWE aim W.1 Y� �. FL 33W STATE OF f 1� TESTING ENGINEEMNG COMPANY PHONE- (SW)432-22" 20-170 •(561)209-a38B — 1 n. i oarDRAWNG lim WALTER A.ItX FLORIDA Llr# 1167 17— — VAL