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HomeMy WebLinkAboutProduct Approval; Colonial Shutters1/5/2021 Florida Building Code Online MOW �y,� fl �Iffr o BCIS Home j Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts i Publications I contact Us I BCIS Site Map ,� Links > Search on a � '� Product Approval y f USER: Public User L��x�sdC Product Approval Menu > Product or Ajtplication Search > Apppcatlon LI > Application Detail F. * - Application Type FL8200-R9 Revision Code Version 2020 Application Status Approved REVIEW Comments COE)C4 1WRr 1� Archived E. STo LUCIE COUR ;1 E� Product Manufacturer American Shutter Systems Association, Inc. SOCC Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com 3 !J Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email File Clor 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 Walter A. Tillit, Jr., P.E. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL8200 R9 COI BERTHA HV COLONIAL SHUTTER 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 www.fioridabuilding.org/pr/pr app dti.aspx7param=wGEVXQwtDgtishZwcYZU27iA03H9bF8iPkgfbVtnsRQ%3d Florida Building Code Online Date Submitted 10/28/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 FL # Model, Number or Name Description Extruded aluminum blades assembled together and retained by jambs/headers to provide Hurricane Protection 8200.1 Bertha HV Colonial Shutter Drawing Number 17-216 Installation Instructions Limits of Use Approved for use in HVHZ: No FL8200 R9 II BERTHA HV COLONIAL SHUTTER INSTALLATION INSTRU ONS NON HVHZ (mod Verified By. American Test Lab of South Florida, Inc. Approved for use outside Created by Independent Third Party; Yes HVHZ: Yes Evaluation Reports Impact Resistant: Yes Design Pressure: N/A FL8200 R9 AE BERTHA HV COLONIAL SHUTTER EVALUATION REPORT pdf Other: Large missile level "D", Created by Independent Third Party; Yes 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. r3ack Me"t Contact Us :: 2.601 Blair Stone Road Tallahassee FL 32V9 phone: 850-487-1824 The State of Florida Is an AA/EEO employer. ,QgP_yright 2007-2013 State of Florida :: EEbM&V Statement :: Accessibility Statement ;: Refund Sta m""r Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees. licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official 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 4S5, F.S., please click here . Product Approval Accepts: '-"l ®eCFer- Credit Card Safe www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQWtDgtishZwCYZU27iAO3H9bF8!PkgfbVtnsRQ%3d 2/2 LINKENHEIMER RESIDENCE 1925 LYNX DR. FT. PIERCE, FL 34949 OPENING WIDTH HEIGHT # 1-A 40" 33.25" Bahama #1-B 40" 43" Colonial #2 68" 112" Pull -Down #3 37" 112" Pull -Down #4 81.5" 110" Pull -Down #5 85" 110" Pull -Down #6 80" 110" Pull -Down #7 35" 82" Pull -Down #8 45" 82" Pull -Down #9 35" 82" Pull -Down #10 35" 82" Pull -Down #11 69" 108" Pull -Down #12 42.5" 60" Accordion #13 42.5" 60" Accordion #14 32.75" 80" Accordion #15 32.75" 80" Accordion #16 120.5" 99" Accordion #17 62" 80" Accordion #18 81.5" 100" Accordion #19 42.5" 80" Accordion #20 42.5" 80" Accordion #21 42.5" 80" Accordion #22 32.75" 60" Accordion #23 32.75" 60" Accordion .ile Copy LINKENHEIMER RESIDENCE 1925 LYNX DR. FT. PIERCE, FL 34949 REAR _ yo tq- Z� �g 16 a's File Copy a FRONT )b 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 EDITION) OF THE FLORIDA BUILDING CODE. THIS COLONIAL SHUTTER SHALL = BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI DADS/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 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 1215.01-06 AND # 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 III-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) NOTES: 9.1) 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% B.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 ANDS SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 8. 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; 1. E. WHERE THE SITE CONDITIONS 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. (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. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE .CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2"• (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 A.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1). THE SITE SPECIFIC DRAWINGS FOR REVIEW. (E) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE (B) TO EXISTING POURED CONCRETE MIN. (f'c = 3192 p.s.i) OR ASTM C-90 CONCRETE BLOCK 01111111111IR840 `ESSIONAL ENGINEER OF RECORD THAT PREPARED IT. — 1/4 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. \���` ��,..••..��TJ�, FLORIDA BUILDING CODE (Non- High Velocity HuMcans Zons; �`� ; • • \\cjEN SF � ®2020 TILTECO. INC. ASSq BERTHA H.V. COLONIAL SHIJTiER M.P THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA _ No. 4' •:. * = —/TILIECOINc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWN BY: 7/6/2o2o DATE 4288 WEST ROADS DRIVE WEST PALM BEACH, FL �� OF 2 "�•. STI •1�/ • `'V `!zl i���.'• FLOR��P •• \ 33407 TILLIT TESTING & ENGINEERING COMPANY 6355 FM 3M. St.. se.. 303 VIRMA GARDENS, FL 33166 PHONE: (800)432-2204 Mon.: (305)671-1S30 . Fax: (305WI-1531 FAX:.(561)20978380 20-170 /i�` L. ... • • • G�`�?`��` CA-0006719 mv. N. DEWRWMN um ay. No 6 DA1[ WA TER A. Jr. P.E. , an 17-216 DRAWING No: LtIcWT a_ SHEET 1 OF 14 ��I111111111111N� 2.875" F--�3.835- FOR WOOD INSTALLATIONS W/ FOR POURED CONC. & CONC. BLOCK WALL INSTALLATIONS W/ _.187" .213" o Lo U) w' N .045" :cP'cS., 083" (t 030) �� .108" _ to } 0 a� j 1 19,r 119" r N J. "i 2.375" _ $ (FOR WOOD & POURED k24L1.625"2.000" 2.125" (t.020) 0" LOUVER Al AIRFOIL OPTIONAL BLADE LOUVER BLADE �TPQA $6- Alum. OY 6063-T6 Alum. ALLOY 5/ 16"0 Min. HOLE .100" (TYP.) 01 LO N - FRONT ----2.125"-I SIDE VIEW H.V. STORM BAR CLIP 6063-T6 Alum. ALLOY 2 1 /8" LONG. '875" 1 0 .250 = 0 1j O .437" F� .250" I 1 1 /4"0-2OX2" S.S. HEX HEAD BOLT W/DIE CAST ZINC NICKEL PLATED WASHER WINGNUT B FLAT Alum. ©DOUBLE HINGt 6 2" LONG. C1, DOUBLE HIN 6063-T6 Alum. ALL 2" LONG. 2.000" .550" 1 T O N a @ STORM BAR TYPE 1 3.000" o 0 �a N } G1 STORM BAR TYPE 2 N } I--2.5QQ"� r !- o O O JO NON HURRICANE BRACKET ANGLE 6063-T6 Alum. ALLOY 2 1 /8" LONG. 7 0 O O uO 1— in 0 0 0 0 TOP & BOTTOM RAIL 6063-T6 Alum. ALLOY ao.3-75" .620" SMOOTH 61 $S 3/8"0-16 WJ all -T N o .530" w .620" o S.S. HINGE PIN W/ LOCK NUT. COMPONENTS. SCALE: 3/4" = 1 " P.• ���ENse•• c/�', No. 44167 STATE OF � "s 0NAL ��'` (t --{ �-0.500" T-I® O O N N A �O I I I I II H.V. SAFETY PIN II I I I I I I I I I I it 1 2.000"- VIEW Y EXTERIOR 12 S.S. WIRE SNAP. ISOMETRIC N.T.S -u �I S.S. H.V. SAFETY PIN W/ 2 S.S. WIRE SNAP FLORIDA BUILDING CODE (Non High Velocity Hurricane �i I-�O.250" in Go M I► m1 +©OR +O (6) REQ'D ALWAYS TYP. HURRICANE POSITION N.T.S. 4XIMUM A.S.D. DESIGN PRESSURE RATING = +45, —55 aE (2) # 14x2.— S.S. S.M.S EAC (D TQ OE (TYP.). I (2) j 14x2" S.S. S.M.S EACH _ Q TO ® (TYP.). I EXISTING cLr�ss� 1 /4" 1 MAX. G WWN, � 00\1� � 4"N\\N POURED CONC. OR No. 44167 = SECTION C—C (WALL MOUNT) HURRICANE POSITION - STATE OF ,cc- � scaLE: 1/4• = 1" E�w "oil HII III10 1`o OR ® M) OR W MP.) WOOD HEADER REQUIRED (2) 1 14x2"— S.S. S.M.S EACH 0 TO ® (TYP.). I ADD (2) #14x2" S.S•/ S.M AT OHEIGHT AT QR j (2) # 142• S.S. S.M.S EACH (DTO ® (TYP.). I EXISTING GLASS 1 4 j MAX GAP 2"x4'W�U` WOOD PLATE REQUIRED /yF WOOD STUD 0 24• MAX.REQUIRED SECTION C—t REQ (WALL MOUNT) HURRICANE POSITION SCALE: 1/4' = 1" FLORIDA BUILDING CODE (Non High V OR ® (M) ORWMP) Hurricane TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR CONCRETE BLOCK. (HURRICANE POSITION) N.T.S. MAXIMUM A.S.D. DESIGN PRESSURE RATING = +45.—55.psf. 1/4" MAX. POURED (2) $ 14x2'— S.S. S.MS EACH (E)TO ©(IYP.). 3 1/2- MIN. SEPARATION TO GLASS ADD (2) 014x2' S.M AT DHE AT&�OR 0��11I OR (& mP.) OR O (TW.) S.S. s M s2EACH (ETo EO mP.). i EXISTING I I cLass� GAP G Cont MAX. \\\\\\\ E ��•��Q�• POURED CONC. OR CONC. BLOCK wall o. 44167 REQUIRED. \ ° %��i.a�'• STATE OF SECTION C-C / ° FcoR�oP � '� �IN (WALL MOUNT) ��ON P. HURRICANE POSITION SCALE: 1/4' - 1* FLORIDA BUILDING CODE [Non Hiah Velocity Hurricane Zone IAA TYPICAL EXTERIOR ELEV. DOUBLE PANEL (HURRICANE POSITION) N.T.S. A.S.D. DESIGN PRESSURE RATING = +5( 7/ \cEIV �-.• s�'•. s y No. 44167 ►'• STATE OF 0,FL 0 03 '- 1/4- MAX. Q POURED CONC. OR CONIC. BLOCK W REQUIRED. i OR ® (1YP.) 3 1 /2' MIN. '— SEPARATION TO GLASS ADD (2) #14x2' _SS. S.M.S. AT IDHEIGHT AT (6) R � (2) # 14x2' S.S. S.M.S 6K— QF TO_© (TYP.). 1 1 I 1/4" MAX. GAP POURED CONC. OR CONC. BLOCK WALL REQUIRED. SECTION C—C (WALL MOUNT) HURRICANE POSITION SCALE: 1 /4" = 1 " OR (Z) (1YP.) 2'x4' WOOD PLATE REQUIRED WOOD STUD ® i O.C. MAX. REQUIRED I EXISTING GLASS- 3 1/2" MIN. — SEPARATION TO GLASS ADD (2) S.M.. Al AT OR I (2) j 14x2' S.S. S.M.S UCH QF TO @ (TYP.). EXISTING 4 GLASS i 1/4" I MAX. GAP (WALL MOUNT) HURRICANE POSITION SCALE: 1 /4" = 1 " WOOD HEADER REQUIRED I 1/4" ONS OR ® (M.) OR (Z) ".) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone, 02020 TILTECO, INC. ASSA BERTHA H.V. COLONIAL SHUTTER M.P DRAWN BY: TILIECOINC-. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/2020 4268 WEST ROADS DRIVE DATE' TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL 33407 PHONE: (800)432-2204 0M N.W. 35th. St.. str. M. W MIA GARDM FL33166 Phonr : (300)871-13M . Fax : (305)871-1531 FAX: (561)209-8380 20_' 70 CA-0006719 WALTER A. 71LUT Jr. P.E. REV. No DFSCR MM DATE mv. No I otscaefoN DAIS DRAWING No: FLORIDA Ltc. # 44167 t _ ctp n-21e 7/e/1ou a SHEET 4 OF 14 'No"S'/0N AL "-"' `. �0,1411n1111100 j(2) 2"x4" WOOD POURED CONC. OR CONC. STUDS REQUIRED —� ; •::: . BLOCK WALL REQUIRED. / ® CORNER (Typ.) ti EXISTING GLASS. Min. :..-: 2" Mi D 2.70" -j ----------t--------------------------------- _ _ Ztn lajj w vam - 2.125" MIN. �B1 NDE PENETRATION NOT HEDQE AT UD RAIL z w z z (Al 0 o 0 z N a 2.125" MIN. 2.125" MIN. NOTCHED(E) AT0D RAIL 2.125" MIN. ' BLADE PENETRATION - -- uJ T. g r7 BLADE PENETRATION BLADE PENETRATION goo E p IrMPT-----. -- -_=__- (2) 1/4 0 PCONS I.T.W. I ---- — --- --------- - ----_= ----------- I- ___------- .7" 070�29 500I BUILDEX (STA RED) T . `-_---a>t __ - _____WALL. 2 1 4"0 TAPCONS LT.W. ♦BUILDEX (STAGGERED) W/ i— ,___—�� �_ �—_--_� _ —_� EADED C�. - — _ �ll..) PENET2RATION TO WOOD POURED CONC. OR CONC. BLOCK WA CREQUIRED. D 0 0 — 2.70" — (2) 1 /4"0 TAPCONSy ••I.T.W./BUILDEX (STAGGERED) TO WALL. EE (4) 3/16"0 ALUMINUM POP RIVETS U #14x2" S.S. S.M.S. AT TOO AND BOTTOM CORNERS ADD (2) (4) 3/16"0 #14x2" S.S. S.M.S. AT MIDHEIGHT ALUMINUM POP RIVETS SECTION B-B 2.125" MIN. BLADE PENETRATION �- c- .895' -[:: - • '500". NOTCHED (E AT n RAIL .(2) #14x2".' S.S. S.M.S.• MAX. GAP SECTION A —A Al PLAN N.T.S. OR ® (TYP.) 2.125" MIN. BLADE PENETRATIO 2.125" MIN. U #14x2" S.S. S.M.S. AT TOP k;'- AND BOTTOM CORNERS ADD (2) #14x2" S.S. S.M.S. AT MIDHEIGHT (4) 3/116"0 —(H ) ALUMINUM POP RIVETS SECTION B—B A OR I(# (Typ-) 2.125" MIN. BLADE PENETRATION H NOTCHED AT 0 RAIL (E) It 11 L50OT-1.729" \`� l (2) 2"x4" WOOD STUDS REQUIRED CORNER (Typ.) II I v D' 11 I I I O O 0 O I —� I I I I I I I I �. �• N _- 0 a I 1 I I1 •0 TAPCONS�2)1/4 TW/••' oo0 I BUILDEX (STAGGERED),, 1 1/2" Min. THREADED PENETRATION TO WOOD N (2) # 14x2" ... 8 5 S.S. S.M.S. .500 Sb0 'A (4) 3/16"0v ALUMINUM o g aP/ PALCM& BUILDING' CODE (Non High Velocity Hurricane Zone) �TIAL ELEV�•� 1•r���/Tr•�6,, M P N.T.S. `< P�,� , . • • . , (/,p �eoc 02020 TILTECO. INC. ASSA / BERTHA H.V. COLONIAL SHUTTER DRAWN BY: {�j 44167 AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/2020 1 o' p ' L E c 1 Ii C . 4268 WEST ROADS DRIVE DATE: g/�.�• : 7ti' WEST PAW BEACH. FL 33407 TILLIT TESTING do ENGINEERING COMPANY PHONE: (800)432-2204 20—�%0 6355 N.W. 36th. SL. Ste. 305. VIRMA. GAIWENS. Fl. 33168 ,' ,c FAX: 561 209-8380 STATE OF Plw"e : (3G5J871-tsso .Fax : (30S)t171-1531 ( ) i '� •'• •, ' CA-0006719 acv. N, ocxa,Pnon DATE ,ofv. N. DESCWFM a>E DRAWING No: �i QQ� \ �� WALTER A. TILLIT Jr. P.E. 1 OW 17-218 ill/2 3 '"��� ��.' • • 0 Ft � \` ♦�� FLORIDA 11c. S 4416, 2 4 SHEET 5 OF 14 EXISTING GLASS --------------------------------------------- 1/8" MAX. GAP 1/4- MAX. 1/2" 3" Min. -e- d- �� 1 TYPICAL PLAN_f NON HURRICANE POSITION Min E.D. (2) 1 /4" 0 TAPCONS I.T.W./BUILDEX (STAGGERED) TO WALL. N.T.S. POURED CONC. OR (2) 1 /4" 0 TAPCONS CONC. BLOCK WALL I.T.W./BUILDEX TO WALL. REQUIRED. 1- 2 —2 11/16"-- - 5/16"_1 1/2- 5//116/" C1 (4) 3/16" 0 D 1/2" /ALUMINUM r / POP RIVETS I) OR r - , - __ _ =_ — -------------_ --_—= — \_(2) #14x3/4" S.S. (2) #14x2" S.S. S.M.S. AT 2 1/8" MIN. 2 1/8" MIN. S.M.S. TO Q AT TOP AND BOTTOM CORNERS BLADE PENETRATION D BLADE PENETRATION LOCATIONS SHOWN ON ADD (2) #14x2" S.S. S.M.S. ELEVATION ON SHEETS AT MIDHEIGHT 3, 3A & 4. DETAIL X (NON HURRICANE POSITION) SCALE: 3/8"=1 " �• G POURED CONC. OR CONC. BLOCK WALL REQUIRED. 1 __ .1 DETAIL X (2) 1 /4" 0 TAPCONS I.T.W. BUILDEX TO W 4 ��P.••N,\zENse d N 44167 '• STATE OF . FCOR POURED CONC. OR 8 &lb ELEVATION Y-Y SCALE: 1 /2"=1 " FLORIDA BUILDING CODE (Non High Velocity Hurricane Zor c2020 TILTECO, INC. ASSA / BERTHA H.V. COLONIAL SHUTTER M.P DRAWN BY: VAMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/2020 EC O 1 N c. 4268 WEST ROADS DRIVE DATE TILLIT TESTING do ENGINEERING COMPANY WEST PALM BEACH, FL 33407 PHONE: (800)432-2204 OSSs N.W. Seth. St„ Ste. 303. VIR M CWWM. FI. 33IN Phono : (309)971-1530 . Fax : (300)371-1331 FAX: (S61)209-8380 20-470 CA-0006719 , N, Deaertpa I UTE gay, No a pN DAre DRAWING No: WALTER A. TILLIT Jr. P.E. FLORIDA Uc. 44167 01� n-z1e / a SHEET 6 OF 14 EXISTI J.--2- Min. E.D. (2) 2"x4" WOOD STUDS REQUIRED CORNER (Typ.) (2) 1 /4"0 TAPCONS I.T. BUI LDEX (STAGGERED) V 1 1/2" Min. THREADED PENElRA11ON TO WOOD TYPICAL PLAN (NON HURRICANE POSITIONS N.T.S. 1" MIN. EMBEDMENT BEYOND PLYWOOD (2) 1/4"0 TAPCONS I.T.W. BUILDEX W/ 1 1/2" Min. THREADED —% PENETRATION TO PLYWOOD SHEATHING REQ'D. W/1" EXTRA DISTANCE PASSED PLYWOOD �— _ -- Jj \C2) #143/4" S.S. (2) #14x2" S.S. S.M.S. 2 1/8" MIN. 2 1/8" MIN. L S.M.S. TO © AT AND TO ADD (2) # 14x2" BLADE PENETRATION D BLADE PENETRATION LOCATIONS SHOWN ON S.S. S.M.S. AT MIDHEIGHT ELEVATION ON SHEETS 3&4. CZ _DETAIL X (NON HURRICANE POSITION) � SCALE: 3/8"=1 " / EN F� No. 44167 STATE OF 2*- '. -40RIDA,•����c WOOD HEADER, WOOD PLATES, WOOD STUDS OR 1/2" (MIN.) PLYWOOD SHEATHING REQUIRED OR (Typ•) ELEVATION Y-Y SCALE: 1 /2"=1 " FLORIDA BUILDING CODE (Non High Velocity Hurricane 02020 TILTECO, INC. ASSA / BERTHA H.V. COLONIAL SHUTTER m'P DRAWN BY: AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/2020 IL E c o I N C. 4268 WEST ROADS DRIVE DATE: WEST PAW BEACH,00)4- 33407 PHONE: (B00)132-2204 20-170 IT TESTING & ENGINEERING COMPANY N.W. 366,. Si, Ste. 3D5, MRGWIA GARDENS. n. 33166 Plain : (3471-1530 . Fax : (305)871-1531 FAX- (561)209-8380 CA-0006719 DRAWING NO: i WV- Na 06COWN DALE RM N. DESCRI MO 0111E WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 J,I 01D 17-216 3 SHEET 7 OF 14 (2) # S.S. S.M TO (E (8 SCREWS/� 01 DETAIL_ 1 (ISOMETRIC N.T.S ' \,� Kam' • • • ��l ,�-o a? •'' \,\C ENSF' • •`���'' No. 44167 STATE OF LORID .� FLORIDA BUILDING CODE 02020 TILTECO, INC. /11LIEC07,.7. TILLIT TESTING & ENGINEERING COMPANY 1355 N.W. 36th. St., St.. 305. WRGNA GAR IM, FL 33186 Phone : (305)871-1530 . Fax : (305)871-1531 CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA LiO. f 44167 CONT. Hurricane Zon ASSA / BERTHA H.V. COLONIAL SHUTTER M.P DRAWN BY: AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/2020 4268 WEST ROADS DRIVE DATE' WEST PALM BEACH, FL. 33407 PHONE: (800)432-2204 ZD•� i 70 FAX: (56f). %380 sx 11. M=PnoN I DATE IM.Nol 01SCw1vm MR DRAWING No: ± OLD 17-21e P/e 3 1SHEET 8 OF 14 ME BD+ C OR C1 + OH (8) REQ'D. ALWAYS TYP. 26" MAX. UNIT WIDTH: vC'/l0 D I 10 0 I ;0 0 oT--Fo I I ° G1 (3) REQ'D. b---° --�'- ° ALWAYS TYP. --- --111 o o 0 1 0 11 01 1 1 DET. 2/14 A OR Al (TYP.) I b 0 p o o .o q i °—� I -°-- _ q 1 -- O — ° � I B71 1 ! B'/ 1 1 G 1 c� " MAX. UNIT WIDTH. OR Al (TYP.) (8) REQ'D• ®+ C OR C1. +OH ALWAYS TYP. 6" MAX. UNIT WIDTH. 26" MAX. UNIT WIDTH. (D)-, Cy 1 C41 O Oi i 0 01 I 0 0; I ; 0 ; 01°. `s- --- 0 I I DET. 2/14 0 2 REQ 0 q -° DET. 2/14 ALWAYS TYP. �_ 1 K----- !±_ REWD, o LWAYS TYP. { b o _ \ ° f EACH Q II F (TYP.) w 1 f 0 ` _�_ A OR Al (TYP.) I --� OR Al (TYP.) ° q I 0 ' 0 o g - JO — ° B'/ 1 1 ----� �----- ------- __ G 1 B' 1 1 i ° ! D'/ 1 1 I o o D'/ 1 1 A'/ 1 1 ;------ A'/ l 1 D' / 1 1 0_ o ----- D'/ 1 1 -----1 o °------�, - Q . ' I 1 io 0 0 0; i i i io 0 0 01 to 0 0 0� ;° ° , o °, N. 1�c' 10 D E .� D E: E �.D E ' � / C 104 105 MAX OVERALL W��,•. C TYPICAL EXTERIOR ELEV. QUADRUPLE PANEL `�Q:'. V\13 F''•`'�''= FLORIDA BUILDING CODE (Non High Valoclfy Hunicans zone) 02020 TILTECO. INC. M.P (HURRICANE POSITION) No. 44167 ASSA / BERTHA H.V. COLONIAL SHUTTER DRAWN BY: F*cl.7/B/2020 N.T.s. AMERICAN SHUTTER SYSTEMS ASSOC., INC. .•. STATE OF 1 L E C O , N C . 4268 WEST ROADS DRIVE GATE • MAXIMUM A.S.D. DESIGN PRESSURE RATING: +45,-45 PSF FOR CONCRETE OR & 0,,�••.•'°(pRIDP oz/-4i T TESTING do ENGINEERING COMPANY WEST PAW BEACH. FL 33407 CONCRETE BLOCK WALL. '%,,�Fss� ••... • •N�,�� _ N.W. 3at,. St.. �. �. 1-15M;:T CMOEtM fl. 33166 PHONE. (BOD)432-2204 20_170 /1 ONAL E \\ Phon.: (3o3)e7CA--O006719 (3os)H71-is31 Kv. No FAX- DAYE I mv. N. 80 ooM,rN w, DRAWING No: • MAXIMUM A.S.D. DESIGN PRESSURE RATING: +40,-45 PSF FOR WOOD. '���rf,,,���\` WALE A LLB Jr. P.E. _ «a 17-216 ,� SHEET 9 OF 14 1 /4" MAX. I POURED CONC. OR CONC. BLOCK WALI 2" REQUIRED. (2) # 14x2" S.S. S.M.S EAC (E) TO (Z) (TYP.). EXISTING_ GLASS r j 3 5/8" MIN. j— SEPARATION I TO GLASS I I ADD (2) #14x2" S.S. S.M.S. AT MIDHEIGHT AT R I I I I (2) # 14x2" S.S. S.M.S EACH QF TO QE (TYP.). I I I I EXISTING I GLASS I i I 1 /41' MAX. GAP POURED CONC. OR CONC. BLOCK WALL REQUIRED. SECTION C-C (WALL MOUNT) HURRICANE POSITION SCALE: 1 /4" = 1 " WOOD HEADER REQUIRED Cont. OR ® (TYP.) OR (A (TYP.) Cont. r (2) # 14x2" S.S. S.M.S EAt (1) TO QE (TYP.). EXISTING_ GLASS 3 15/16" MIN. SEPARATION I TO GLASS I ' I ADD (2) #14x2" S.S• r S.M.S. AT MIDHEIGHT AT (Z) OR I I I (2) # 14x2" S.S. S.M.S EAC (f) TO D (TYP.). r I i I EXISTING I GLASS--� I I I ' I MA. 2"x4" WOOD PLATE REQUIRED WOOD STUD O.C. MAX. REQ SECTION v C-C (WALL MOUNT) HURRICANE POSITION SCALE: 1 /4" = 1 " B FLORIDA BUILDING CODE N'R r%. 1144/�+��i�i z o. 44167 �'•, STATE OF o'c'' '�4 p R I DP ' �c�� /ONA ; Hurricane POURED CONC. OR CONC. BLOCK WALL REQUIRED. 3' Min. E.D EXISTING GLASS. V 0�2 O fAffi O_ / 2.125' MIN. o to / BLADE PENETRATION 2.125' MIN. 2.125' MIN. j NOTCHED ® BLADE PENETRATION BLADE PENETRATION �+ 2.125' MIN. 2.125' MIN. � / N o y BLADE PENETRATION BLAD�PINEIRATION A OR � E E5'A I � 5- �� ( ) (2) 1/4"0 TAPCONS I.T.W. BUILDER (STAGGERED) TO. WALL. (L2) #1OTTO S.S. S.M.S. AT TOP ��Hb }i (4) 3/16'0 AND BOTTOM CORNERS ADD (2) �(4) 3/18'0 ALUMINUM #14x2 S.S. S.M.S. AT MIDHEIGKT ALUMINUM POP RVETS POP RIVETS EA. SECTION B'—B' SECTION D'—D' 2.125' MIN. ------- BLADE PENETRATION ORVCONGB�TEn� BLOCK W E' NO 00 2.700' S00 LAT REQ'D, •o' -- i I A . o_ I in .6 ,:(2) 1/4'0 IAPCONS I.T.W. • c y BUILDIX (STAGGERED) TO { - - WALL_ !I (4) 3/16"0J 'k-(2) t14x2' ALUMINUM B S.S. S.M.S. POP RIVETS CHE1 (D r B• D RAIL TYP. 11r f (2) 2' x 4` WOOD STUDS REQUIRED —� • . 0 CORNER (Typ.) 2' Mi 2.118" MIN. 2.125" MIN. 2.125" MIN. BLADE PENETRATION BLADE PENETRATION NOTCHED Q BLADE PENETRATIONAT ® RAIL !) 114x r �/ tea. MAX. GAP (2) Jf14x2` � S. S.M.S. S.S. S.M.S. (2)14x2' S.S. S.M.S. AT TOP . (4) 3/18`0 (4) 3/16"0 AND BOTTOM OORNERS ADD (2) ALUMINUM- SECTION A' —A' ALUMINUM 8 $14x2` S.S. S.M.S. AT MIDHEIGHT pOP RIVETS POP RIVETS EA. ASECTION D'—D' SECTION B'—B' PLAN N.TS A OR ® (TYP.) E 2.125' MIN. 2.125' MIN. BLADE PENETRATION BLADE PENETRATION I . I I . I will Kam ® O law ma. - - :� IS �0 0� a HKi Ha re Sw% OR ® (TYP.) .(2) #14xV.. VIEW 1 (PARTIAL ELEVATION N.T.S rllfiffl/ No. 44167 STATE OF • *' 0�`'' A40RIOA ' ,�` NOTCHED ( AT ® RAIL 2.125" MIN. BLADE PENETRATION 729'--1---1• .500" (2) 1/4.0 TAPCONS I.T.W. BUILDEX (STAGGERED) W/ 'i 1/2" Min. THREADED 1 PENETRATION TO WOOD r__8T(2UDS REQUIRED WOOD 1.729'--i500E-- I 0 CORNER (Typ.) i j � 1 1"l . N o �I II T 1/4'0 TAPCONS I.T.W. $ SUILDEX (STAGGERED) W/ NI - — -- - 1. 1/2° Min. THREADED l - -ir i i ••.PENETRATION TO WOOD l 500'.. (2) ii14x2' .SDO° . .S.S., S.M.S. :..: •'•. (4) 3/16'4 ALUMINUM POP RIVETS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02020 TILTECO. INC. ASSA / BERTHA H.V. COLONIAL SHUTTER M.P DRAWN BY: AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/2020 /TILIE C O m c, 4268 WEST ROADS DRIVE DATE: TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL 33407 PHONE: (800)432-2204 17035 NW35th(30.5t8151t& 3M. S1n. 33155 -153NPo(0SPhon.-531 FAX: (561)209-8380 CA-0006719 Ia. N. I D©C vmm DATE I RM No DE S="" LUTE DRAWING No: WALTER A. TiLLIT Jr. P.E. LLD 17-215 W254 3 FLORIDA Lic. # 44167 2 SHEET 11 OF 14 4 POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. EXISTING GLASS 1/4" i Mllff AX. 1 \1 TYPICAL PLAN (NON HURRICANE POSITION) N.T.S. 3 MllV. ED --------- (2) 1 /4" 0 TAPCONS I.T.W. BUILDEX (STAGGERED) TO WALL. (2) #14x2" S.S. S.M.S. AT TOP AND BOTTOM CORNERS ADD (2) #14x2" S.S. S.M.S. AT MIDHEIGHT POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. 1/- -1 —2 11/16"—h/ " 5/16" c i (4) 3/16" 0 D `ALUMINUM lewn OR POP RIVETS % 6" POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. " Min. E.D. r40 I `ODE (2) 1 /4" 0 TAPCONS I. - TO WALL. g (2) #14x3/4" S.S. S.M.S. TO EE) AT LOCATIONS SHOWN ON ELEVATION ON SHEET 9 DETAIL X (NON HURRICANE POSITION) SCALE: 3/8"=1 " NO. 44167 STATE OF �',�'• F�0RIDP •'•�C�'�o m ELEVATION Y--Y SCALE: 1 /2"=1 " FLORIDA BUILDING CODE (Non High Velocity Hurricane EXISTING GLASS 2" Min. E.D. 2' Min. E.D.. �F tom. t /8"MI__ GAP u/ V" � TYPICAL PLAN (NON HURRICANE POSITION'''`, N.T.S. (2) 2" x 4" WOOD STUDS REQUIRED 0 CORNER (Typ.) 1- Min. 1/2" MIN. PLYWOOD SHEATHING REQUIRED (2) 1 /4"0 TAPCONS I.T.W., ' BUILDEX (STAGGERED) W/ rl/i " t 3/4" 1/2 1/2" i t 1 1/2" Min. THREADED D PENETRATION TO WOOD (4) 3/16"0 ./-ALUMINUM OR / POP RIVETS ® -- 1 /2" (2) 1 /4"0 TAPCONS I.T.W. BUILDEX W/ 1 1/2" Min. THREADED PENETRATION TO PLYWOOD SHEATHING REQrD. W/1 " EXTRA DISTANCE PASSED PLYWOOD— ­­ 1� -�= ---- O (2) #14x3/4" S.S. (2) #14x2" S.S. S.M.S. AT 2' 8" MIN. S.M.S. TO D AT TOP AND BOTTOM CORNERS BLADE PENETRATION ______ _____ LOCATIONS SHOWN ON ADD (2) # 14x2" S.S. S.M.S. EL ELEVATION ON SHEET 9. AT MIDHEIGHT ------------- DETAIL X NON HURRICANE POSITION SCALE: 3/8n =1" No. 44167 ��•.•STATE OF • : ��- `� 1 WOOD HEADER, WOOD PLATES, WOOD STUDS OR 1/2" (MIN.) PLYWOOD SHEATHING REQUIRED OR @ (TYP.) .250" 2.500" I I I OR (TYP.) EQ OR QA (TYP.) OR OA (TYP.) ELEVATION Y-Y SCALE: 1/2"=1" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone; 02020 TILTECO, INC. ASSA / BERTHA H.V. COLONIAL SHUTTER M'P DRAWN BY: AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/2020 1 L E C O 1 N C. 4265 WEST ROADS DRIVE DATE' 20-170 TILLIT TESTING do ENGINEERING COMPANY BW5 N.W. 361h. St., WEST PALM BEACH. FL 33407 PHONE: (800)432-2204 Sb. =' MWNIA WDM. n. 33165 Phorw : (30�571-1530 . Fax: (305)871-1531 FAX: (561)209-8380 CA-0006719 DRAWING No: Rm N. gE DDMN °ATE mv. No °[davD7N DAIC WALTER A. TILLIT Jr. P.E. FLORIDA Lc. # 44167 ono t7—z1° 7/° 3 SHEET 13 OF 14 Tm I / is MAX. VAN 1 /8- MAX. GAP 1 /8" MAX. GAP DETAIL 1----(ISOMETRIC N.T.S i 2� 0 ••44 767 -o : STATE OF • *= •(� 2 13 BAR) ITYP.} FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone: 02020 TILTEco. INC. ASSA / BERTHA H.V. COLONIAL SHUTTER M'P DRAWN BY: AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/6/2020 I E 0 1 N C. 4268 WEST ROADS DRIVE DATE: TILUT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL 33407 PHONE: (800)432-2204w(cR �35s N.w. seth.•st., sto. Phorn (309m71- P1R.13316s 153o0s, .w:51-53 FAX. —8380 20-170 CA—OD06719 WALTER A. TILLIT Jr. P.E. DRAWING No: REV. No Oesc aan" I DATE I RM M. pMCRFpp I DAIS oin 17—z1e /e/wm ? SHEET 14 OF 14 FLORIDA 11c. # 44167 Im W = 80' MAX (105' FOR TRIPLE) H = 32- MAX. W d FBC 2020 - 7TH EDITION 160 MPH EXPOSURE:D CATEGORY: II ROOF HEIGHT: <30' /aART9•(BEEPLOM M jFART n (SMRZWQJt5) 1' MINIMUM EDGE DISTANCE W = 60' MAX (105' FOR TRIPLE) H = 32' MAX. _ W SECTION N.r.a W = SW MAX (10W FOR TRIPLE) H = 32' MAX. � w � ftazoOJ 1 PART �C aacuwm LUNNUMCHAN1EL UVET NUTVATH lµ-_ LK BOLT® EVERY NOTES: �( 1. THIS DETAIL DOES NOT REPLACE FLORIDA PRODUCT APPROVAL FL8200 R9. THIS DETAIL IS SUPPLEMENTAL. 2. SEE FL8200 R9 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR SPECIFIC INSTALLATION INSTRUCTIONS A LIST OF ALL MATERIALS. r 3. SEE FL8200 R9 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR WALL ATTACHMENT METHOD AND MAXIMUI{o PANEL SIZES. e 4. THIS DETAIL IS AN ALTERNATE METHOD FOR THE 'HURRICANE POSITION'. 5. ALL ANALYSIS IS IN COMPLIANCE WITH ASTM-E-1885, ASTM E-1996, ASTM E-330, AND ASCE 7.18. 6. MINIMUM 304 STAINLESS STEEL SHALL BE USED. COLONIAL SHUTTER ALTERNATE LOCKDOWN ATTACHMENT METHOD REVISIONS V/ W co ra — C9 ;�— o�' z'"ON Lu W o1 Lu ti 0 Z V♦ W Z Q v 0 2 O 04/12/21