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HomeMy WebLinkAboutPRODUCT APPROVAL.0 1� THERMAITRU® DOORS Fiber -Classic, & Smooth -Starr. COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR INSWING/OUTSWING ® "NON -IMPACT' F to ckhas.beertevaluated and s in compliance w th the 6th Edition Ot FI 'da Building Code (FBC) structural r.qu'=Its excluding-the"High- , city Hurricane Zone" (HVHZ). 2. Omkiprichors shall be as listed and spaced as shown on details. Anchor tubed ent to base material shall be beyond wall dressing or stucco. 3 3. Quir ed in areas re qu ung wind borne debris protection, this product is tobe protected with an impact resistant covering that complies with tions 1609.1.2 & R301.2.1.2. G t 4. F 2x ud framing construction, anchoring of these units shall be the some as th wn for 2x buck masonry construction. 5. 1 nditions that deviate from the details of this drawing require further engin ering analysis by a licensed engineer or registered architect. _ 6. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within six months of installation. TABLE OF CONTENTS cnrC a I nccrinmrnu LD �y 37.75 FRAME WIDTH M Z N Q Z f = d= o iv = C, O m w w m I --F- fs z Zoe IY an N�Z a XZQ z_ m d �NM 9da`a a + A. dam c D D � 9Z CW DESIGN PRESSURE (PST) DESIGN PRESSURE (PSI) CONFIG. LITEINSERT DOOR GLAZING LOCKHARDWARE INSWING OUTSWING MAX. D.L.O. POSITIVE NEGATIVE POSITIVE NEGATIVE X Lip Lite 21.12" X 63.127 Latch & Deadbolt +50.0 -50.0 +50.0 -50.0 X Multipoint +50.0 -50.0 +50.0 -50.0 X Molded Open 21.12" X 63.12" Latch & Deadbolt +50.0 -50.0 +50.0 -50.0 X Multipoint +55.0 -55.0 +60.0 -60.0 X Flush Glazed 24.12" X 63.38" Latch & Deadbolt +55.0 -65.0 +55.0 -55.0 X Multipoint +55.0 -65.0 +55.0 -55.0 X Flush Glazed 26.0" X 63.38" Latch & Deadbolt +55.0 -65.0 +55.0 -55.0 X Multipoint +50.0 -50.0 +50.0 -50.0 See Sheet 4 for Hardware Specifications F W z n N Q DATE: 611116 SCALE' N.T.S. owc. BY; JK m OHx. BY: LFS 3 DRAWWG NO.: FL-20461.9 0 SHEET I OF 13 tV R-.\CJients\Therrna Tru PERMANENT\A -Florida PmductApprovals\FL-20461 Structural Tr SS\C - Drawings\FL 20461 (2017) 2.1 79.25'MAX. DOOR PANEL HEIGHT O. 0 CO 0 017 X C ro- 0 0 0 . 0 (D 5.5" 63.1 7'MAX. D.L.O. (LIP LITE GLAZING) 79 26" MAX. DOOR PANEL HEIGHT i;: 1 79.06" MAX. DOOR PANEL HEIGHT 0.82" 0 0 (D 0 0 (D n' 0 r Z\ 17. G) Cn M Inn 0.82' 0 > N N) CD o 0 1W 10 rn .0 0 _1� e• �'r ---� '— 717 i7 'Up—o-2017 ATE ro 5th ED () jK_ 1 3122117 REVISE FLUSH GLAZING LFS . DATE By- n 0 0 n 0 0 —1.71"—o > 1.71' — > 0 z 0 Z mz m G) 0 m 0 M Go 61 0 Op C) 0 0 =z 0 0 0 Uj 0 E5 0 In I n E5 G) Da z * 00 00 n 0 7T, z z 0 z z n 0 0 0 0 g 0 0 02 3: p 0 m 0.89" 30boo 0 n 0 � on 2 0� Z, Am 0 O Z. ScHy, 0.89'. No. 43409 1 11/29/17 THERMA-TRU Lyndon F. Schmidt 0 FIBERGLASS DOOR P.E. No. 43409 ........ - I f .111%% L F OR ASSEMBLY: BUILDING CONSULTANTS. I P.O. Box 230, Valrico, FL 3,3595 DOOR PANEL DETAILS _RW Phone No, 813.859.9197 D 201 6 R.W. BUILDING CONSULTANTS INC. R,.\CIients\Therrna Tw PERMANENT\A - Florida Product Approwls\FL-20461 Structural TT SS\C - Dmwings\FL 20461 (2017) 79.25"MAX. DOOR PANEL HEIGHT 00 0 Q 17- Z 0 G) 0 0 0 (D 5.5'--� �-- 63.38- MAX. D.L.O. (FLUSH GLAZING) 1 79.25" MAX. DOOR PANEL HEIGHT 0 0 9 m i 79.06" MAX. DOOR PANEL HEIGHT 0 p a 0 m z el 0 0 O 0 E5 On z 7c co— E3 n 0 09 O Om n 0 0 0 n 3: O > , 0 -a n 0 C) 0.89" rT G) 0 —0 0 M 0 —0 00 5. 0 > 00 0 WA �zm F= z z cT 0 1 SCH.4f/'/* 7 rn % C) 0.82, O l0.89" No.43409 0 11/29/117 PRODUCT: 13 ... ­nt, Pmpomd By: OF T SE CT 11 Ly,, THERMA-TRU don F. hmidt So P.E. No. 43409 ........ FIBERGLASS DOOR z 0 P c- —2 7 7 17 UPDATE TO 6th ED (2017) FBC JK PART OR ASSEMBLY: BUILDING CONSU 1 3122117 REVISE FLUSH GLAZING LFS I R* , cN BY DOOR IPANEL DETAILS Phone Box 230, Valrico, FL 33595 NO. DATE hone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 ZO 1 6 R.W. 13UCIDING CONSLI—TS INC. R:\Clients\Therma Tru PERMANENT\A - Florida Product Approvals\FL-20461 Structural TT SS\C - Drawings\FL 20461(2017) go "0 Ca c a � 0 ❑ m CD a CD _T ED. O' C Q C ID CD Mtn ° n ° o = n N t9 N O.� 0 :}}7 C a N 3 '`D a 00 0 o' 0 p y `0. ❑ c° m Q CL 0°.00°0 m � y o a m mQaO 0 n -. p (D O a (D y � 0 m a a � 0 m a 0 0 a I� N a .. O Z � W 10 2 777117 UPDATE TO 6th ED 2077 FBC JLF 1 3122117 REVISE FLUSH GLAZING N0. DATE 0 20IS R.W. BUILDING CDNSUL—NTe INC. V i • T Na 43409 11/29/17 ; PRODUCT: Dac —tn Prepered lay: �'., STATE OF THERMA—TRU FIBERGLASS DOOR Lyndon F. Schmidt �' •,�ioR1D�. P.E. No. 43409 i�i3'S``� GD BUILDING CONSULTANTS, PART OR ASSEMBLY: ELEVATIONS P.O. Box 230, Valrico, FL 33595 Phone No.: 813.659.9197 FSPE C.A. No. 9813 R:\Clients\Therma Tru PERMANENT\A - Florida Product Approvals\FL-20461 Structural TT SS\C - Drawings\FL 20461(2017) 4.1 14� -01 m � A 7- z P p ? ° m 0 ° I ■l 2 7/7/17 UPDATE TO 6th ED 2017 FBC JK 1 3 22 17 REVISE FLUSH GLAZING LFS NO DATE BY 2016 R.W. BUILDING CONS L—NT9 INC. ' m my �3 z M Vr•Noc43409•.. A ' 11/29/17 DDUCT: THERMA—TRU D... rn-te Pnp—d By. Q'. STATEOF ,• Lyndon F. Schmidt �i��•' FIBERGLASS DOOR P.E. No. 43409 � TONAL\; `���` GI�[j��BUILDING CONSULTANTS, IfJJC�. U OR ASSEMBLY: HORIZONTAL & VERTICAL t/�'�/�/ P•O. Box 230, Vairico, FL 33595 CROSS SECTIONS (2X BUCK) Phone No.: 813.659.9197 FBPE C.A. No. 9813 R:\Clients\Therms Tru PERMANENT\A - Florida Product Approvals\FL-20461 Structural TT SSW - Drawings\FL 20461 (2017) 1 CURRENT\FL-20461.9-13.dwg, 5.1 � A n • . T-7 T a ° 4 m F3 X A A a a a w o o co m x k .'�.. a c (U m tr to a o o. O .. 00 a o< p X h - A Q 0 c y V ° ., � A a S V C �o c Qn o 1_ a p y a i a. a m_ �N m A ? � \\11SCFIFFF77 �� /i No.43409 11/29/17 S m m PRODUCT: Documents ProParoa BY: STD OF Lyndon F. Schmldt �' FGORIOr: 'G\� I° K THERMA—TRU FlaERGLAISS DOOR P.E. No. 43409 //isS'�10I1ypd.tt o No o O7 �i Z \ y (n ���� BUILDING CONSULTANTS, 2 7 7 77 1 3122117 UPDATE i0 6th ED 2017 FBC REVISE FLUSH GLAZING JK LFS PART OR ASSEMBLY: It ' O HORIZONTAL & VERTICAL P.o. Box 230, FL 335s5 N0. DATE BY CROSS SECT'ONS (iX BUCK) Phone NO.: .659.9 REVISIONS o. 9819.st97 FBPE C.A. No. 9E713 201 S R.W. DOILDING CONSULT MAX. EXTERIOR M INTERIOR 1 VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 4-9/16'jamb —_W/_S1ANUAKL S1KIKt=±bbYSI w/ SECURITY STRIKE _ ± 60 PSF 1.5' MAX. ® VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing onlyw/ 6-9/16'jamb C H C INTERIOR 1 N 1 3 44 45 1 41 42 n a ° INTERIOR o � a 1-1/4" MIN. `4 EMB, (TYP.) E ' EXTERIOR E �� 1-1/4' MIN. EMB. (TIP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 7 Shown Direct to Masonry 7 Shown Direct to Masonry Outswing onlyw/ 4-9/16'jamb Outswing onlyw/ 4-9/16'jamb tttu u u 1l liii S' 0. p=LLB C v d ' �itOm (A O M Z \\ J ^ m U N •• E a m O Q m G W J a n M 7 p L a � in aa� a c o 10 E 9z uu c w Of J C) Of U(n fzij �o �o a'SI- U s m JW — D G N N�Z i o zo o a I' H U a ti x�r C Co I in Z m d O O a IL n^ XSEEMENAW a\o w E N a z M 1-114 MIN, EMB. (TYP.) DATE 611/16 SCALE: N.T.S. n HORIZONTAL CROSS SECTION -WG. BY: JK i 7 Shown Direct to Masonry Outswing only w/ 6-9/16'jamb . Br: LFS DRAWING NO.: I FL-20461.9 sNEET 7 of 13 F R:\Clients\Therma Tru PERMANENT\A - Florida Product Approvals\FL-20461 Structural TT SS\C - Drawings\FL 20461(2017) - CURRENT\FL-20461.9-13.dwq, 7.1 . Z y y y 0 N • 3 3 3 ; K rn V ° Rv • Z m ° O .P A s 0 N r r,,W ate„ ? S" �rn X m P a c V v iTl � �• W c0 -4 N ° 3. ° r) ° W 0.O xma 0 Z ? M J a! Ha 0. tyil -Z-t A o 3 rn M ron� .. n Q ° 0 ° CD O � > m V ° ? ri pa m >° 00 m f Ln rn °° N 0 0 W m z Co p- ° W .o ° ° m n A A f.l O z O A rn p• U N M m Z7 ° v Q A c rn Qpa 0v o a w o N ri m .P :p Z M rn M w N O r pO O A `nn O O N (13 °z v ° m BCH 11/29/17 PRODUCT: I Daoemento Pnpored By. ICY•`.- g7p7E OF "-1 w I�1— o x P r^ x to THERMA—TRU FIBERGLASS DOOR Lyndon F. Schmidt ��//�'•.,!20RID�;. •G�� P.E. No. 4340 9 C��7 BUILDING CONSULTANTS, J 1� UI/ P.O. Box 230, Valrico, FL 33595 4 Phone No.: 813.659.9197 ` LN 7 7 17 UPDATE TO 6th ED 2017 FBC JK PART OR ASSEMBLY: VERTICAL CROSS cc/`TIOMc /TUAGcuni no 3 22 17 REVISE FLUSH GLAZING LFS DATE gY 2016 R.W. BUILDING CONSULTANTS INC. R:\Clients\Therma Tm PERMANENT\A - Florida Product Approvals\FL-20461 Structural TT SS\C - Drawings\FL 20461(2017) M I u 16" MAX. 4. pp.) —►I `.— ' O.C. pp.) 14' MAX, O.C. PP.) 6. )TYP.) �— No.43409 11/22/17 a, "1 r m PRODUCT: TFIERMA-TRU 0ocumante Prepared By: I . BTATE DF • Lyndon F. Schmidt R•' .F.I FIBERGLASS DOOR /�'� ...... G� P.E. No. 43409 2 7 7/17 UPDATE TO 6fh EO 2017 FBC JK PART OR ASSEMBLY: GD�/��BUILDING CONSULTANTS, Iw O7 in 1 3122117 REVISE FLUSH GLAZING LFS BUCK AND FRAME J�'t/U P.o. Box 230. Valrico, FL 33595 to NO. DATE BY ME ANCHORING Phones No.: 813.659.9197 REVISIONS I FBPE C.A. No. 9813 2016 R.W. BUILDING CONSULTANTS INC. R:\Clients\Therma Tru PERMANENT\A - Florida Product Approvals\FL-20461 Structural TT SSW - Drawings\FL 20461 (2017) 9.1 D 0m X X —I O n w to o T jo 7 am S 0CL W o Os O m O O• � � Y -O m N v a �n O o _ N An X X C H 6 11 ID (D Hm Hm X Oy X X OCQ c c m o o 2 m 0 o, M. 0 co V P I Fes— 44.88" (± 1.6') —I '1 m a= f" z m 29.25" (TYP.) y 11.25' FROM TOP BOOK DOOR OF JAMB 29.75" (TYP.) 11.M' FROM TOP U1/HYBRID DOOR OFJAMB o�m 0 ��s Armn boo r�x `Dc c I v o m — � m I-- 25.37' —�130.31r'--I j- 45.25" (± 1,Y) I m X X OZ 0 C C ti .SC.... N. 43409 11/29/17 ti r i `" n THERMA-TRU Lyndon F. Schmidt AXOR10 - o to o 2 \ FIBERGLASS DOOR P.E. No. 43409 �i�7ss+70NAL o y 2 7 7 17 UPDATE 70 6th ED 2017 FBC JK PART OR ASSEMBLY: ��/ BUILDING CONSULTANTS, INC. L, 1 3/22 17 REV15E FLUSH GLAZING LFS 4Y P.O. Box 230, VoIrlco, FL 33595 NO DATE BY HARDWAREI DETAILS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 2016 R.W. BUILDING C—SULTANTa INc. 29 2 E 5 U BACKBEDDING COMPOUND SHOWN w/ )PLASCREW 1/7' GLASS BITE CUT-OUT 1/2"_9/16"THK.GLASS PANEL 1XTEMPERED GLASS t3A AIR SPACE 1/B"TEMPERED GLASS #lASEAL,ALUMINUM PPR STEEL SPACER GGWkEA BTSteme Lite aDoor Panels BACKBEDDING COMPOUND I---1/2'^GLASS BITE — SHOWN-w/ -— ——1"THK—GLASS MOLDED OPEN PANEL 1X'TEMPERED GLASS AIR SPACE 1 /8" TEMPERED GLASS #loxT-1/2" PPH PLASCREw 3B DURASEAL, ALUMINUM OR STEEL SPACER GLAZING DETAIL G2 BTS Lite Frame Door Panels 1 /2"GLASS BITE { 5/B"THICK GLASS DOOR PANEL 1 /8" TEMPERED GLASS AIR SPACE 1/9'TEMPERED GLASS BACKBEDDING DURASEAL, ALUMINUM COMPOUND ORSTEELSPACER G3 GLAZING DETAIL Flush Glazing Door Panels INTERNAL GRID (GBG) INTERNAL GRID (GBG) (Optional Aluminum Spacer) 9/16" INSULATED GLASS INSERT OPTIONS DECORATIVE INSERT IRON INSERT INTERNAL GRID (GBG) INTERNAL GRID (GBG) MINI BLIND (Optional Aluminum Spacer) (Aluminum Spacer) 1" INSULATED GLASS INSERT OPTIONS 90� ZZ E" 00� INTERNAL GRID (GBG) INTERNAL GRID (GBG) PRIVACY INSERT (Optional Aluminum Spacer) 5/8" INSULATED GLASS INSERT OPTIONS 2:. co QR5 n z N' p = ae n ��Y• '�I �• ••'•.-.. :Gj�rrNm ��y\\\ Z Urn •. M / 21.12''D.L.O. lrll 1tt IN o WIDTH ` az m a w -• a K 0 C) o Ern ° a �° o `o a a U M 0 p t m v m daa d EO z u C 41 I� w N O timci v a ° g 0 Of 0 a a �Jr m U m N L o N Z rn #lox 1-1/2, ' W e O 3.25--1 1-- N PPH PLASCREW BTS Full Lite Frame ao '. II�LiII 4S BTS LTTE FRAME 3A 1/7' & 9/16' Glazing BTS LFTE FRAME 3B 1 Glazing � O ° z a � N DATE: 611116 i SCALE- N.T.S. owc. BY: JK m' OHK. B'' LFS c ORAWINO NO.: FL-20461.9 0 SHEET I I OF 13 R:\Clients\Therma Tru PERMANENT\A - Florida Product Approvals\FL-20461 Structural TT SS\C - Drawings\FL 20461(2017) m • � 1.55' oCZ F o O R i^n m m Ej! y o 'AmH � 0 rn m 0.68" I � � IN O o .. Z C, rn IW b 5 1.3" 5 Z N � •Z Q � CIA m i.; N v O y 4 c 0 m 1.01" V o SEl O � � c � 3, H 3 O Hv 2 7/7 17 UPDATE TO 61h ED 2017 FBC JK 1 3 22/17 REVISE FLUSH GLAZING LFS N0. DATE BY w yN — Z o yZjLn off � = 0 O o v CL � ti� a 0 sn V IY PRODUCT: THERMA—TRU FIBERGLASS 'DOOR I PART OR ASSEMBLY: I COMPONE�fTS Tw F— —� 0.75' No.43409 11/29/17 Document, Prepared By: iQ• giATE OF •• Lyndon F. Schmidt �j��•••••FiOR1D��� ` P.E. No. 43409 /'7trS1�0rtll�l•1\1\`\\\ GD BUILDING CONSULTANTS, �A�tlLJ P.O. Box 230, VaInco, FL 33595 Phone No.: 813.'59.9197 FBPE C.A. No. 9813 2) 2016 R.W. BUILDING CONSULTANTS INC. ,, GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6M EDITION) OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 (6th EDITION) FBC AND SHALL NOT EXCEED THE MAXIMUM (AS.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17, 25. 25, 28 & 28A. 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 COMPARE THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17, 25. 26, 28 & 2BA. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED. A 33 7. INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV BLADE lO®0214.01-03, #0715.01-03, #1004.01-05, #1214.01-05, #0317.02-06, #0609.01-10 AND 00210.01-11 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. -HV WINDOW BLADE ® #0505.01-08 AS TAS 201, 202 & 203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. -HV. BLADE Q #0422.01-05 AS PER TAS 201. TAS 202 AND TAS 203 PROTOCOLS. 2. HV BLADE IOAND HV SLADEQARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4. EACH WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH CHAPTER 30. OF ASCE 7-10 STANDARD. ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE CORRESPONDING WIND ZONE. THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO CLASS. DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR HV BLADE 1 & 2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7-10 STANDARD, AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. HV BLADEQAND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE III 14X2.75 AND # 14X1.75 RESPECTIVELY, 410-HT MINIMUM ERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. Ai A MINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 kei AND 35.7 ksi �FOO /05-T5 ALLOY. 7�IREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL- S_PER-DIN-50018-WITH-50-kei MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE SIREN TM & SHALL COMPLY W/ FLORIDA BUILDING CODE_SECTION_241-1.3.3.4. 1 6. BOLTS TO BE ASTIJ A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kei MINIMUM YIELD STRENGTH. HE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE 1 13;14,15,16,17 & 28A HV BLADE 26. HV BLADE S. ® WORKING IN UNISON: 13, 14 & 16 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S.. PATENT Q5'458,179 ISSUED TO ERN METAL SUPPLY, INC. 9. IT HALL 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 S CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CH UNIT MUST BEAR PERMANENT LABEL IN A NSIBLE PLACE WITH WARNING NOTE: DURING .PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL AND HD CENTERMATES AND ENGAGE OR LOCK ALL F1V AND HD LOCKS. 11. UTTER MANUFACTURER'S LABEL SHALL BE LOCATED. ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL L BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. MrIH.V, ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION ERE PERMIT IS APPLIED TO. a) THIS 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. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-43 AREA 2: HV BLADE (1D AND HV WINDOW SHEET 4 BLADE 6A1 (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-E, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS F-L, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET B CENTERMATE ALTERNATING DETAILS HV SHEET 9 CENTERMATE DETAILS HD SHEET 10 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET. 14 - _SHkF ANCHOR_SCHEDULE—CONCRETE-& BLOCK-- _ _ _ 15 ANCHOR SCHEDULE- WOOD SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M-R, WOOD SHEET 18 INSTALLATION DETAILS S-X, WOOD SHEET 19 END `CONNECTION DETAILS 7-12 & X. WOOD SHEET 20 AREA 3' HV BLADE (2) ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 21 INSTALLATION DETAILS AA-GG, CONCRETE SHEET 22 CENTERMATE DETAILS HD SHEET 23 END CONNECTION DETAILS 1-6 & X. CONCRETE/BLOCK SHEET 24 MAXIMUM SPAN TABLES SHEET 25 ANCHOR SCHEDULE, CONCRETE SHEET 26 AREA 4: HV WINDOW BLADE C1A1 ON Y TYPICAL WINDOW BLADE & WINDOW DETAIL SHEET 27 TYPICAL SHUTTER ELEVATION SHEET 2B (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE ACID INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED oN THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE AREA 5: HV WINDOW BLADE ri ONLY FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. INSTALLATION DETAILS, METAL STUD WALLS SHEET 2BA (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 PR0A�6Ri1� �= OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE (Non High Velocity Hurricane ZD ,)� T' �,•••"'•"•• %•�• 02017 TILTECO, INC. © 2017 TERN METAL SUPPLY, INC. THIS DRAWING SHALL ONLY BE USED TO ��� �� VCENSF••.✓q EASERj,'1AfflVOBTAIN PERMITS IN THE STATE OF FLORIDAA.S.S.A. No. *16J' I L E C O �n�Acc©Sy tee American Shutter Systems .R t 7N69t` 6LAD v TILLIi TESTING &ENGINEERING COMPANY y Ev N DESCRIPTION GATE DRAWN BY: L.C. �O •' �•'� ,�, 6355 N.W. 3Elh. St.. Ste. 305. MRGIMA WROENS. ROROA 3316 Association, Inc. 1 OLD 15-084 07/27/17 DATE: 07/27/1� Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroods Drive 2 e-mail: Liitecocool.com West Palm Beach, FL 33407 3 DRAWING No EB-0006719 I'll WALTER A TILUT Jr. P.E. 4 1 ,1 O d 44167 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. 5 SHEET __ FOB -DON BLADE O � o O6\fi \� 4.857 rr0jsv. tO HV SOLID BLADE (Z)HV BLADE COVERED UNDER US PATENT # 5458179 COVERED UNDER US PATENT # 5458179 6005-T5 ALLOY AND TEMPER UA --HYWINDOW- BLADE* LIMITATIONS OF USE OF BLADE ® ON SHEET 28 6063-TG ALLOY AND TEMPER 3.556" .670' 2.226' m N n 6�i 0.07 ' - o.o7z^ 3.226' ©HV ADJ.. FLOOR TRACK QUALIFIED FOR.USE W/ HV BLADE 10 & 20 6063-T6 ALLOY AND TEMPER 1.917" _083' O60' n 0�\A Oq 670 1.686' 3.5 0' 17 HV CEILING- HEADER O _ FLED FOR. USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER MN XMNYMN.t 1' I 1' 0.062' 3.226' 1.500' .085' fl-- (TYP.) 4.897" 07 HV ADJ, ADAPTER WfLIP QUALIFIED FOR USE W/ HV BLADE @ & 20 6063-T6 ALLOY AND TEMPER VARIES 1" 1.915' fADx. .083" m .083" .100 g .060• n .OBO' � 0. • 670 1jj HV. HEADER/SILL QUALIFIED60FOR T6SE W/AND BEMPEROONLY 1� SIDE ANGLES ALUMINUM ANGLES QUAUFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE DO_& 20 BLADE (SEE SCHEDULE) 6063-T6 ALLOY AND TEMPER-6063-T6-ALLOY-AND TE E11r01/0'�� P.E. e6` it s, o 0.454' I 4.385' 4.999- 3l)HV UNIVERSAL FLOATER QUAUFED FOR USE W/ HV BLADE@ & 02 6005-T5ALLOY AND TEMPER 670' I J 072 m 0 .815' 2.092" 0 4.436' ®HV'WALK-OVER TRACK QUAUFIED FO(B�1) USE W/ HV BLADE Y &.(� 6063-T6 ALL@ AND TEMPER � 1s3s• 0 .093' .093' o �n o n 670 c i 3.529" 13 HD CEILING HEADERISILL QUALIFIED FOR USE W/ HV BLADE 1O SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 BLADE UAUFIE 17 2' 5' MAX. 1/8' 1/8" HV01 18 2' 5" MAX. 0.192' 0.192' HV02 19 2.5' 7' MAX. 0.190' 0.190' HVO1 021117 TILTECO, INC. �T:CO�N,. • of TILLIT TESTING At ENGINEERING COMPANY ,� 6355 N.W. 16th St., Ste. WEI. VIRGINIA G4RD94S, FL.A 331 114 Phone : (305)871-1530 . Fax : (305)871-1531 a-m 7: 8ltecocool.,om E8-0006719 i111 WALTER A. TILUT Jr. P.E. tnr /n err FLORIDA U.. ® 44167 ®WV DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE O 6063-T6 ALLOY AND TEMPER .6 0' .994• 67 1.000' 842 0 H tz6�l .920 ,, HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE 10 & 02 ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.936' ox. �2[ 125' .093' .093" eo ' m o n 14 HD�D WALL QUALIFIED FOR USE W/ HV BLADE 0 ONLY. 6063-T6 ALLOY AND TEMPER n2.-I ©0 C ORNER POSTS QUALIFIED FOR USE W/ HV BLADE Q &•20 6063-T6 ALLOY AND TEMPER A.S.S.A, American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 1.491" 1.200• 0 Q, HV 90' f 180' STARTER . • QUALIFIED FOR USE- W/ - • . , HV BLADE01 &(2 6063-TS ALLOY A D TEMPER 1� HV RAINGUARD QUAUFIED FOR USE W/ HV BLADE 1 & 2. 6063-T6 ALLOY AND TEMPER P3.581' O'a'. 15 SHD CEILINGSHD CEILING HEADE�SILL QUALIFIED FOR USE,W/ HV BLADE 1O& PO 6063-T6 ALLOY AND TEMPER 2017 -EASTERN- METAL SUPPLY, Accordion Shutter S LADE Ill W/ OR W/0 H.V. WINDOW BLADE & OLD DRAWING No 17-106 n 4.576' .293' .745' 5 AD c to .062' n m 1.325' o:2� 21 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1O & 1A ONLY 6063-T6 ALLOY AND TEMPER y� 2700' . PLAN FRONT ELEVATION ©LOCKER FOR "T" LOCK CENTER QUALIFIED FOR USE W/ HV BLADE 1O ONLY 1.917 063Ito- to V' 31 CENTERMATE W1 NO 6OCwo QUALIFIED FOR USE W/ HV BLADE(1 , 1A & 2 6063-T6 ALLOY AND TEMPER VARIES; 12' MIN. 1/4' 0-20 S.S. OR 3/8'¢-16 ACETAL THUMBS121EW5. (SEE DE .LS) ® LOCKING RODS n QUALIFIED FOR USE, W/ HV BLADE 10 & Q 6063-T6 ALLOY AND TEMPER 0 ,p,/INSTALLATION WILL REQUIRE A 7/16" HOLE D ILLED AT TRACKS FOR PROPER EMBEDMENT 22 BY FLOATINGE TE\" QUAVIED FOR USE W/ HV BLADE 1 & 1A ONLY 6063-T6 ALLOY AND TEMPER 2.874' 1.756' 922' o p6i n c n m ® HV MALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE )ONLY 2� 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1.130' ml 375'¢ 36 HV 3/8"0-16 ACM THUMBSCREWS QUALIFIED F I BLADE s. 0� 6���A,• s/ONAL EN P.E'S AC%'3i;0T'URE/DAT HV 66RNER CEN M IT Q ALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER 4.045' 2.079' 1.753' 11 •06� o Eel Og m 4.566' ONLY 6063-T6 ALLOY AND 3.161 .0 3' ra 43 0 M.40 1I4'-20a1I ' 1/4'-20 E CAST MT HEAD THREADED HOUSNO ENAMEL SS.M.S. ® EIAXE0 PAINTED (2 71P.) p 6. ® m m X n .875' .318 PL & KEYS CYLINDER REPS (CHROME m PLATED) a ®BY LOCK .875• -QUALIFIED FOR USE W/ HV El DEQ & ®, ONLY. ®3 HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADEQ., 1A &O 6063-T6 ALLOY NO TEMPER 21/2'. t/a'¢ 3 0-20 AISI 304 S. THUMBSCIR S QUALIFIED FOR USE W/ HV BLADE 1 & 02017 TILTECO, INC. 'N IL ECONC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36,h. St., Ste. 305, MRCINIA GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fox : (305)871-1531 e—mol: b1teco0001.eoEn EB-0005719 WALTER A. TILUT Jr. P.E. FLORIDA Lie. § 44167 1/4'-20 THREADED E GST HOUSING ENAM0. to .BAKED PAIN1ED EGRESS TURN 0 KNO.. .KISS CYLINDER (CHROME PLATED) ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE Q & ® ONLY. 250' 0.0. .s19• PLASTIC HEAD b18' MOLDED TO SCREW n 825' ,a .360' AFTER RIVETING n 1 /4"0-20 x 3/4" BEFORE RIVETING " ntr) S.S. THUMBSCREW 1/4"0-20 RIVNUT* o' *SERIES 9444 ALUMINUM (2024—T3 ALLOY) LARGE FLANGE THIN .822• SHEET NUISEZT. PARTS 0820, AS MANUFACTURED BY AVDEL CHERRY TEKTORN, PARSIPPENY. NEW J13ZSEY 07054 OR EQUAL HV "T" LOCK_ _ ®-Hy AL-TERNATIVE- LOCK --- -QUALIFIED FOR USE QUALIFIED FOR USE W/ HV W/HV BLADE( ONLY. BLADE 1QONLY. CYLINDER' OR KEY CYUNDER 0.875' Min. 1 .125' Max: THUMBTURN CYLINDER', OR KEY 1.57 Min. CYLINDER 1.78' Maz. ® HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE 0, 1A & O2 A.S,S.A, American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 2017 EASTERN METAL SUPPLY, INC. Accordion Shutter System ADE J1 W/ OR W/O H.V. WINDOW BLADE. & H.V. BLADE , DRAWING No 17-106 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV .(1-4 AND HV Q BLADES. Q HV BLADE 1 ' @ HV BLADE 1A 2Q HV BLADE 2 3® HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING 40 HV NYLON HAT WASHER - 41 HV WHEEL CARRIAGE AISI 302-303 SERIES O.870"x3/16" THICK NYLON WHEEL. 0.188" 4 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD 43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) s (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO2 BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC" AND "DD'. SHEET 22. (3) HV PIN © OR ® W/ 1/2' O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEETS 11 & 24. EXTERIOR Q® or(2 ®or ®3 �I I 1 `� LI (SEE NOTE FOR i REQUIREMENTS) j i Q@ Or Q i it EXTERIOR Y X zo U Q® orQ2 fti 38 �N0 I ; TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" HV PIN ® OR ® AT EXTERIOR, 00.324" BLADE'S KNUCKLE. OR •TMP�I— 0 3 T REQUIREMENTS) I O 5 '81 02 li is IL I 1 it i WHEEL CARRIAGE DETAIL I j N.T.S. ASSEMBLY LAYOUT N.T.S. _FLORIDA BUILDING CODE (Non High Velocity -Hurricane Zone) • wv_ 02017 TILTECO. INC. 02017 EASTERN METAL SUPPLY, INC. F '• BERTHA HVTM * ' ° -v * ; I�f �'• �At IL E C O , m.. TIWT TESTING & ENGINEERING COMPANY 6355 N.W. 36tA. SL, Ste. 305, VIRGINIA CO aO , FLORIDA 3316C Ph— : (305)871-1530 . Fa:: (305)871-1531 °""°vl° Ut.-C-1— EB- WALTER AOTIWT1Jr. P.E. FLORIDA Uo. @ 44157 A■ S ■ S ■A■ American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Accordion Shutter System .V. BLADE 1 W OR W 0 H.V. WINDOW. BLADE & H.V..BIADE. LY. N. DESCRIPTION DATE DRAWN BY: L.C. 1 OLD'. 15-084 07/27/17 DATE 07/27/17 `• ••• 1 _ ss+/l//}}jj,,••11•• ��y(�\3! Id +•''1A� �' �, 1111 P.E. SrjZ;l8f6gATURE/DATE 2 DRAWING No 1 /A — 1 06 3 4 5 SHEET 4 OF 28 .6 I POURED CONCRETE POURED OR 'CONCRETE BLOCK POURED CONCRETE REQUIRED CONCRETE CONCRETE ANCHORS REQUIRED T (SEE SCHEDULE ON I REQUIRED 1/4"0-20x3/4' S.S. l CONCRETE ANCHORS MACHINE SCREWS ,' / (SEE SCHEDULE ON W/ 1/4'-20 % r : CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) r / /' /•' SHEL7 13) ,'/// SHEET 13) NUTS 0 12. O.C. ` r' % / ! r 20R14 O / i� Min. OR 1 6 EQ 1/4%-20x3/4' S.S. MACHINE SCREWS /j Min. / • / /� / 1/2' % -_, USING-20 NUTS r '1/2•.�__ _ 19 E D s 1 . / / / .250• Max. -� c 12 D.C. 13 OR 15 '� -_ 13 OR 15 L/ / E. D! 7I/ T- ', % N .250' Max. I- 04, �`---' , , .250' uox. t / t /E.D.� ,. OPTIONAL , l i I i i' Ep./ / I I �PTIONAL � l � MIL SFPWWIai ro aAss cso= t2 FDR�H m i a =� Tat Y I,, i I OR i 1 ®♦ w ' EXISTING_j-•— MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) ' 1' EXISDNG i BADL504:© I i' i I MIN. SEPARATION TO GLASS I i ' 1 CLASS t ' GLASS—i -(SEE SCHEDULE ON SHEET 12) EXISTING SS—iI GLA © HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION Q HV WALL HEADER INSTALLATION EXISTING - MIN. SEPARATION TO GLASS GLASS LOa �2sARVlO, I ♦ I 1 OR 1� 1 (SEE SCHEDULE ON SHEET 12) EXISTING 1 10 OSONIDAEQaN SET '- 12.E BADE mMU ' '� MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) GIASSJ i ON SIM 78 FOR 9IEF5 (DsQ µWWI , µµyUII s EXISTING i i f l OPTIONAL HHHiii j�hj(1 cuss,, ��/_� MO f OPTIONAL �i ii 'I ii�t/4' Mox• / /: / 13 OR 15 O O E.D.•' i• i i , I �/ / 13 OR EO E • / r ' 1 2 OR 14 ONCRETE ANCHORS I % /�--�- / EQ 18 EO 1' 1/4'0-20x3/4' S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1/4"-ZO NUTS 0 12. O.C. �' 1 Min. 1/4'0-20x3/4' S.S. PHIWPS CONCRETE ANCHORS (SEE SCHEDULE ON TRU55 HEAD MACHINE SCREWS' W/ 1/4'-20 NUTS 0 12' O.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK ,,r NCRETE ANCHORS REQUIRED WALL REQUIRED HV WALL. SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS' - INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER FE = EDGE DISTANCEASSEMBLY SPECIFlCATIONS ON SHEET 14) ♦ SEE EMRATIONS OF USE FOR•� LJ `/2- BLADE H MOUNTING SECTIONS_CAN BE COMBINED BLADE 1� ON SHEET 28 I Y IN ANYWAY TO SUIT ANY INSTALLATION - -__ _ Id I��ii _ -- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 11LL ••',`` E!7 ' ` 02017 TILTECO, INC. -- _ - - © 2017 EASTERN METALSUPPLY, INC. -- BERTHA HV- ¢ * •' C ON� LIE A S S A Acc ordion Shutter Systemu • 0� American Shutter Systems AN. BLADE #I VI . OR W/O H.V. WINDOW BLADE & H.V. BLADE DRAWN Br: ""'�- 1 ��'• ' Q TILLIT TESTING & ENGINEERING COMPANY Association, Inc. REV. N I DESCRIPTION OLD 15-084 DATE 07/27/17 L.C. 'DATE: 07/27/17 �� '. 4 n'• :�ORIDA: •'•�`� 1� 6355 N.W. 36N. St.. 305, YIR FLORlDA1-153 3316 4268 Westroads Drive ....... + q� E1 F..: (305)S, Phone (30.5)B71-1530 . Fax (305)871-1531 5) .-..it:EB 1100060-1— West Palm Beach, FL 33407 .2 3 DRAWING No I �''• 719 4 17-106 ss�/44r,.•�• P.E. SEAL/SIGNATURE/DATE WALTER A. TILLIT U, P.E. FLORIDA Lic. # 44167 5 SHEET 6 6 OF 28 POURED CONCRETE ANCHORS MN. qpARATM I I CONCRETE (SEE SCHEDULE ON SHEET 14) i �To EIDA2 CLASS (SEE EE 1 OR ®� WN.ro R TUN i m REQUIRED 12 wft Ee�CE �g5 , ' 1 EDGE OF ' al 9�T 2d R r 2 i wL gvyuTW ' { 4 i (SEE 9,EL, 12) ON SLAB IF t Te oils I I I 1 SNEET 12) E. 0.* APPLICABLE EXISTING '��© , I EXISTING i ' GLASS 1 i i GLASS-r a�i sI� t, / ALTERNATE ' i ___I d10z3/4' HEX i i i i i E�"j .ANCHOR , EXISTING "1 ,' i ice.' 1/ i i LOCATION i i i WASHER MEAD - , C�� i t t l TEK SCREWS o I I I i I ' 1 1 OR 13 OR 1 S • i 3/e' ION. 12' O.C. ' CONCRETE ANCHORS EDGE OF ©+ ] (SEE SCHEDULE ON ��, ' , I,' / , ' ! i SLAG IF ' SHEET 14)� EO , L,. EO "' f ; . " '' f i i ' / APPLICABLE EDGE OF I , i • % EXISTING I I I 'I i' ' '' ! / •� SL43 IF t �o GLASS -I I I I I EDGE OF -'I /- - { �� } { i SLAB IF t LE ';�' .•1/2 'L"1'� EDGE OF ! PPLICABLE.C•o.UK SEPA4lRON � I APPLICABLE .Q.r- `. �EO.. SLAB IF ' % '"' ID aA55 (g I 1 I / APPLICABLE POURED ' POURED SomAE aN SIeE'T ' ' E. D.+ FLAT HEAD CONCRETE ANCHORS 112 Ern lA➢E mA D POURED Vi I / / ; CONCRETE CONCRETE I I (SEE SCHEDULE ON SHEET 26 ' a sE27 FOR I 1 OR ® CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED ) &ADP50&(D I REQUIRED . D.• D.* (SEE SCHEDULE ON 'SHEET 15) 11 TRENCH INSTALLATION �I HV WALK —OVER INSTALLATION VALID ONLY FOR UP TO +70. -75 PSF G HV FLOOR INSTALLATION t PRESSURE RATING & FOR SPANS PER ©.HV CEILING INSTALLATION SCHEDULE #3, SHEET 12 CONCRETE ANCHORS (SEE SCHEDULE ON 1 SHEET 15 v-oN O EXISTING ) 1 EXISTING I GLASS EXISTINGf GLASS—L , 6FPAPAlION ra a _-_�GLASS �-(sie saimutE ON sN— -- _0rMAoRg10x3/4' HEX WASHERP14x3/4' HEX HEAD {i x ;f 1 8"HEAD TEK SCREWS ®'13 12' O.C.TEKSCREWS O 9' O.C. / '/OR 1/4'0-20 S.S. M.S. CONCRETE ANCHORS �/ / --814x3/4' S.D.S, l 2/W/ NUT an 9' O.C, i (SEE SCHEDULE ON n I 1 ® 9' O. C.<'SHEET 15) I ! 1 ] 18--_--_---i- ' #14z3/4' F.H. S.D.S. I EDGE OF POURED CONCRETE ON SHEET 1 ' 1 •7/8'�-1 7/8'J_,J , SLAB IF SEE NOTE 13(b) APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) / % POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 OR CONCRETE BLOCK F j ,' OR CONCRETE BLOCK SHEET 1s) REQUIRED O HV WALL WALK —OVER INSTALLATION REQUIRED oPnoNAL POURED O HV WALL FLOOR INSTALLATION CONCRETE REQUIRED HV RAINGUARD INSTALLATION t 0m, HALL INSTALLATION DETAILS W/ BE NOTE FOR COMBINATION OF SECTIONS: * E. D. = EDGE DISTANCE t REMOVABLE WHEN PERFORMED T HV B LA D E 1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONADJACENT TO AN OPERABLE EXIT + SEE LIM ATIONS OF USE FOR ON SHEET 14) SR ENTRANCE BLADE IA ON SHEET 28 ASSEMBLY // /iii� INANY WAY To SUIT NANYCNSTALLAMON.NEO FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) \\\ •�,,CENSF'.,.�y ` 02017 TILTECO, INC. ©2017 EASTERN METAL SUPPLY, INC" * No, 441 A S S A BERTHA HVnA _. 1 L E C O N Accordion Shutter System :• �L_�/(,y[ * .V. BLADE J1 W1 OR W/o H.V. WINDOW BLADE & H.V. BLADE Q "`•VT � { American ShuHer Systems EV, N DESCRIPTION DATE DRAWN BY. TILLIT TESTING &ENGINEERING- COMPANY . L.C. 6355 N.W. 35th. St.. Ste. 305. NRCINIA GMDENS, FLAROA 3316 Association, Inc. I OLD 15-084 07/27/17 DATE: 07/27/17 Phone : (305)871-1530 . Faz : (305)871-1531 4268 Westroods DriVe 2 NAL EN ,11(( a-m0E L0006O.__ West Palm Beach, FL 33407 3 DRAWING No ES- TI 719 c WALTER A TILLIT Jr. P.E 4 17-106 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. 8 44167 5 SHEET 6 7 OF 28 OUT (4)110x1/2* S.M.S. TO TUBE AT EACH ANGLE CIYP) �h 1 S D +Qcx (SEE SCHEDULE LINILNIUH) ON SHEET 12) ,N SHEETS 11 & 20 SEE NOTES LOCKING RODS 2a , ET LOCKS®v N EXISTING INSTALLATIONS W/ 1 HV NG GLASS AND ALTERNATE HV LOCK ® ON SHEET 5. ** BLADE SLACK DETAIL HVF IS VAUD FOR ALL B LADE W H V CENTER MATES CENTERMATES APPLICATION WITH BLADED �6R®�©.07 4R®�to+Q3CR 1 0R 10 • ©°i©' �°"Q'©°" & SEE END WALL CONNECTIOI Exlsnrlc CLASS DETAILS ON SHEETS 11 & ; 15+®ow1©•©a®.®7w —------------------------------------------- t—A ®*®w O9•©GR 19+�5 aaO 31/4" 7' 61/2° 7- 1/2 OPPOSING SYMMETRYCAL CENTERMATES CENTERMATES $1Ox3/4' S.M.S. ®12' W/ HV LOCK c Of 25 �y� MIN. GLASS SEPARATION O.C. FULL IENGHT. W/ HV LOCK o 113 TO GLASS (SEE SCHEDULE °^ * 35 * �N 3 * 3 ON SHIEET 12) 5 * 1 --- HVD w OUT � _ U HVA OUT * 5 CN (EXTERIOR) P.E. E OF TDB L El I'SO ® O I•/ •A w l + + t 'C7 o OUT ®° HVB ��®6A©+gym®oRID +13 �R HVC EXISTING GLASS ________________ SYMMETRICAL * —1 6�N+O+Qe�+ 7Q+Q„ CENTERM.PTI.NAL Q1AIN.roEGARASIW HV LOCK ILbI* (SEESCHEDULE JTERIOR) ©+®°A OrOcR�+@°RO ON SHEEP 12) _---_—_- AM — - __—_—___ HVE 02017 TILTECO. INC. TIWT TESTING & ENGINEERING COMPANY 1t 055 N.W. 361A. St.. Sle. 305. VIRMNIA GMIDENS. FLOROA 331 Phone : (305)871-1530 . Fax : (305)871-1531 111E a-mu3: Otecco-1—m EB-0006719 WALTER A TILUT Jr. P.E. /DATE FLORIDA Ue. 8 44167 a ® 'w OUT A.S.S.A. American .Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 w 0 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE/ / ANCHORS 0 167 O.C. j � l 6 1/2- MAX. SLACK ! HVF** BUILDING CODE Non High Velocity Hurricane Zonej ©2017-EASTERN .'METAL SUPPLY, INC._ BERTHA HVTIA Accordion Shutter System V. BLADE 1 W OR W 0 H.V. WINDOW BLADE & H.V. BLADE EV. N OESCeIPTION GATE 1 ORAWN 8Y: L.C. 1 OLD 15-084 a7"""" OATS: 07/27/17 DRAWING No 4 1 1 1 17-106 SEE END CONNECTION DETAILS ON SHEETS 11 & 20 �U' 1T N (1�EXISTING GLASS I 9D' I' ` If'-' * BLADE 1Q SLACK DETAIL HVF, INDICATED ON SHEET B, Q ® O O 1 D O AS WELL AS UNIVERSAL FLOATING BLADE 0 DETAIL HDD-HVO INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. 10 5 R 3 a+ 1 oR 00 2•.2'xI/8•.o'-z I ®` ®°R °a 19 + 15 aRO SCE END CONNECTION DETAILS ON SHEETS 11& 20 (6063-T5 ALLOY) ALUM. ANGLE W/(2) I/4'D TAPCON I 1/2• ANCHORS TO CONCRETE (Top/BOTTOM) & L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (4)g10.1/2' S.M.S. TO 7U8E i a70. AT EACH ANGLE. 3/4= S.M.S. ® 12' (LYP) O.C. FULL LENGHT. 30 HV "T" IN *HV "T" MIN. SEPARATION 30 5 3 LOCK (INSIDE) 1 3 LOCK (INSIDE) (sETO GLASS CHEDULE ON -SHEET 12)_- _ 5 1 28--- 29 1 28 r- -Al 29 1/2• I h OoO p 35 � 35 BUT 35 2 W/ "7/8"0 x 3/32" WINGNUT. 2 NYLON SCREW HEAD * 30 HV "T" LOCK (OUTSIDE) Q 30*HV "T" LOCK (OUTSIDE) SEE NOTE 6 FOR HV LOCK 3 26 1 /4" (E-2D X 1 " S.S.Id.$. 'T' LOCK, ON SHEET 5. W/1/4" O x 5/8" RIVNUT t. t SERIES 9444 ALUMINUM HVG* (2024-73 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820. AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL rrrrrrA��'��. FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone ,1l111,p\jtVA � r/(���.= 02017 TILTECO, INC. ©2017 EASTERN METAL SUPPLY, INC. E BERTHA HVTM >♦ ; o 1 L C O �... A. S■ S ■A. M'I Accordion Shutter System BlAOE 11 W OR W 0 H.V. WINDOW BLADE & H.V. BLADE ' ���� American Shutter Systems REV. N DESCRIPTION DATE DRAWN BY: TILLIT TESTING & ENGINEERING COMPANY L.C. `sT�7FQF * r 6355 N.W. 361h. St., S1•. 305, VIRGINIA GARDENS. RORDA 3316 Assocfatlon, Inc. t OLD L5-o64 HLVn 2 DATE: 07/27/17 Ph...: (305)871-1530 . F..: (305)871-1531 4266 Westroads Drive 2 s -••'••RID A '' �� !`�� 0 EB C00060.W.... West Palm Beach, FL 33407 3 DRAWING No O L ENG\�!LWALTER A TIWT Jr. P.E. 4 7-1 O6 P.E. 5EAL•�SONATONE�DATE FLORIDA U. g 44 t67 6 SHEET 9 OF 28 SEE END WALL CONNECTION DETAILS ON SHEETS 11 8E 20 EXISTING GLASS oUT BO IN INSTALLATION 1 HV BLADE ©°�®°�©'O�®°�10 •�°� W/ HD CENTERMATES @8 -@7 __-------_—CEXISTING GLASS ----- 1 i ®+®ofl 19+®°R 19•�5 oRO9------- 2'x2'xt/l .0' 2. (6063—T6 ALLOT) ALUM. 1/2 35 ANGLE W/ (2) 1/4'0 I MIN. SEPARATION TO GLASS (OPTIONAL) 4 TAPCON ANCHORS TO 810 x 3/4' S.M.S. 0 12' (SEE SCHEDULE ON SHEET 12) ONCRETE (TOP/BOTTOM O.C. & (4)TO! 14x1/2' S.M.Sq I' I (4) H( IAI TUBE AT EACH �IVV ANGLE. 0w) cJ PINS TYP.) (4) H.V. 4 5/B, 6 1/2, PINS (IYP.) * SEE NOTES ON LOCKING RODS (D &-HD 0 LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BLADE© DETAIL HDD—HVD IS VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE 1Q P.E. — l +—Y—_ Rom— v I%p 1)pR�l 4 35 H (OPTIONAL) DB-HVB OUT, SYMMETRICAL HD CENTERMATES W/ LOCK (EXTERIOR) (OPTIONAL) DC—HVC. SYMMETRICAL HD CENTERMATES W/(D* LOCK (INTERIORa ------- �O�O'©aR1s•Os°flog HDD-HVD** FLORIDA +............02017 TILTECO. INC. E C O A.S.S.A. �l/1� • * . TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 6555 N.W. 361h.'SL. Ste. 305. NRMNIA OMDQ15, FLMOA M16, 16 ASSOrlatl0nl Inc. Phone : (305)871-1530 . Fax : (305)671-1531 4268 WestroodS Drive �O ••......• G1 AFAL V a-moEB t110006719'�Pom West Palm Beach, FL 33407 /111 WALTER A. TILUT JI. P.E. EAC%3f6W1URE/DATE FLORMA U,. @ 44167 © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter S, -All 11 W/ OR W/0 H.V. WINDOW BLADE &�I DESCRIPaON DATE DRAWN BY OLD 15-064 I07/27/1� GATE 1 DRAWING No 17-106 i �'+� POURED CONCRETE POURED CONCRETE CURED CONCRETE POURED CONCRETE OR .f / OR CONCRETE , n OR CONCRETE /\s OR CONCRETE CONCRETE BLOCK WALL J BLOCK WALL REQUIRED J BLOCK WALL REQUIRED r ',/ Jf REQUIRED rf ` �� V J ! '\/ !/ BLOCK WAIL REQUIRED / l j• J,J % TIXISTING GLASS i i EXISTING GLASS rf CONCRETE ANCHOR' / EXISTING GLASS % / i 1 - / T'' 2' MIN_ `- EXISTING GLASS' �r ® 16° O.C. �' _ _ i _ MIK SEPARATION �j / JJJ 1 - -S / r 2° MIN.. Tr 1,.� 1. _ �� TO MIN. SEPARATION /''f /' SCHEDULE QV(SHEET / i MN. SEPARATION Ell EQ / TO GT/SS (SEE 12 FOR BADE QPND J 70 a!� (� i MIN. SEPPR4710N ; ; SCHMUE ON SHEET 1/16•x3' MAX. 012 SHEET 28 FOR % i/ 1S2a1 �PDE SKEET /,, �) ' SCHEDULE ASS ONSHEET12 FOR BLADE RAND (6063-T6) CONT. BLADES Q & (a Q J (LOCATE AT I ON SHEET 28 FOR ALUM. CLOSER �e 28 FOR 1/t• � 12 FOR BLADE QAIO EITHER SIDE BLnDEs p& QA] PLATE. (LOCATE 1/z 1 'Q& (AQ .�_L OV SHifT 28 FIX2 OF 50) 1_ AT EITHER RF IDE LAIN l BLADES Q& (b� MIN. O) Id• USE 1" OR 2' MAX: j/100/2HIED" S.M.S. I I -ALUMAPUMCIBJP)x2'xI 8"x0•-2° B1ox1/2' S.M.S. ____ a 16" O.C. ____ a 16" O.C. -� I -�'� 4(6063-T6 ALLOY) AT RIIDHEIGHi 4 (2) /t"x1/2° ONS TOOR& J (2)I/4"0 TAPCONS .ANCHORS TO j SEE DETAIL X FORWALL AT, 1° O.C. (LOCATE AT SIDE CONNECTION 1 OREITHER SIDE OF®) 1 OR ®4 j OR SEE DETAIL X FOR 1 OR ®• TO TRACKS 510E CONNECTION TO TRACKS ®'•©• 7Ox�'_ 8O'10 •®O1 SSDE CONNECTION 4_ ®-0- 70- 10 •®a a®o 6EE DETAIL X FO 7 w 8�10 •®a . a a 6 •. 7 u 8 TO •®m 10�®°"®.V.:J'�©•©" TO TRACKS ,p.•®u©. 10•®a©•®a©•®a 10.05 •+©'�©•©"' ©•Q •©�©•O7 •®' 6 .O.©w©•Dj •®"' O.0 •©°"O.0•®� O.O•©O1O.0•®� ®•�"�•�"'�•©� 8 1 8 ®•�°' 1©•®'O8 •©v ®. 08 °" 1©•©°i�•©a ©. �W O9.®wt®. ®°1� ©•0°"®•®O10•®� _ ®•0w O9.®a�•®oO9 80.®°'®'©°`I®•®a08. - - - - - - - ®-®v- END CONNECTION. DETAIL 10 END CONNECTION DETAIL-Q— END—CONNECTION—DET JL_ 33 — END CONNECTION DETAIL - - --- — POURED CONCRETE OR •T• REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' CONCRETE BLOCK WALL EXISTING - - - - - EXISTING GLASS / REQUIRED GLASS 4 4' f MAN. SEPARATION H10z1% " S.M. i TO GLASS (SEE J /' a 16• D:C. LAN. SEPARATION 1 y--- _ _ _ . SCHEDULE ON SHEET `' / \1/2' �(SE�Ty____________OR®OR(DOR 12 Fat BLADE QAND CONCRETE ` MIN. ---� ON SHEET 28 FOR ANCHOR 0-+_______-___ © O 12 SHEET ELIDE FOR ' CONCRETE. BLADE Q& ® 12" O.C., / aJ SFiTfT 28 FOR OR 3 OR OR ANCHOR-! _ �= EO 5 BLADES Q & (A) L_____ _ ® 16" 1 /2' MIN. I 4 + O.C. F i L. ff�� _—_�_ I EQ _ _— B OR&ROOR 2' MIN. J 2" 1/1/ % • SLADESEE .OA ONNSOF MEET 28 FOR ©ORQOR(gOR@ VIEW Y / 5 1 OR a I PLAN r OR DETAIL X . POURED CONCRETE OR CONCRETE BLOCK WALL ' 6 7 a 8 a.10 ®�O O O O ®® 1©'O.O•®� END INSTALLATION REQUIRED \ ,pm®a®.®a©•®a (1� HV BLADE ORB HV WINDOW BLADE INTO p•®a�•®m®•®a ®a0 ®a® Ono CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5� END CONNECTION DETAIL© FLORIDA BUILDING CODE Non High Velocity Hurricane ZL TILM P4 ••• •,•• ����0 02017 TILTECO• INC. @2017 EASTERN METAL SUPPLY, INC. LICENSE BERTHA HVTM A■S■S■A■ Accordion Shutter Systex % •• • ' American Shutter Systems V. BLADE 1 W OR W O H.V. WINDOW BLADE & H.V. GLAD EV. pp�'/�� • * "' •MC Q� •'•. TILLIT TESTING &ENGINEERING COMPANY 8355 N.W. 361R St. Sl . W5, VIRGIMA UROENS, RDRMA 3316f Association, Inc. N DESCRIFnDN DATE DRAWN BY: LC. 1 OLD 15-084 0YEL DATE 07/27/1 ' ,� f AID �' 11 Phone (305)871-1530 . Fax : (305)871-1557 t-mo;I: t0teco0ad.com 4268 Westropds Drive West Palm Beach, FL 33407 2 3 DRAWING No -s••""•..••. /ANAL vO ..,o E6-0006719 WALTER A.TILL11 J, P.E. 4 1 7-1 06 P.E. SEAL, 5SIGNA16RE/DATE FLORIDA Lie. g 44167 5 SHEET SCHEDULE #1 MAXIMUM SHUTTER SPAN* "L+" OR -L-- (ft.). FOR INSTALLATIONS W/ CFNTFRMATES. ® & ® of Uj of W/ ONE H.V. LOCK ®or ®or or HD LOCK ® W/ NO LOCKING RODS or CENTERMA1® 28® 29 W/ ONE HZ)'T" LOCK 30 W/TWO LO(I NG RODS 35 TOP '& BOTTOM SEE NOTE tt)K MAX Aso DESIGN PRESSURE (P.-S.) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING FLOOR/CEIUNG MOUNTING L + (a) L - (11) L f (a) L - (R) 30 OR LESS 16'-0" 1 V-O" 16'-0' 16'-0' 35 14-10" 14'-10' 15'-2- 16'-0' 40 1 iS-10' 13'-10' 14'-2" 15'-2- 45 13'-1- 13,-1' 13'-4" 14'-3" . 50 12'-5" 12'-5- 12'-8" 13'-7- 55 11'-10" 1 V-1o' 12'-1' 12'-11" 60 11'-4- 1 V-4- 1 V-7' 12•-4' 65 10'-10" 10'-10" 11.-1. 11.-11. 70 10'-6- 10'-6" 10'-9' 1 V-5' 75 10•-1" 10-1" 10'-4" 80 W-10- 9•-10" 10'-0. 10'-9' 85 9'-6" 9'-6' 90 9'-3' 9'-3' 95 9'-1. 8'-9- 9'-2- 9'-10" 100 W-9" 8'-4' 9'-0' 9'-7- 105 8'-7- 7'-T1" 8'-9' 9'-4' 110 8'-4' 7'-7- 8'-7- 9'-2- 115 8'-2- 7'-3- 8'-4- 8'-11" 120 8'-0- 6'-11' 8'-2" 8'-9. 125 7'-10- 6'-B" 8'-0' 8'-5" 130 7'-B" 6'-5• 7'-10' W-1" 135 7'-7." 6'-2- 7'-9- 7'-9- 140 7'-5" 5'-11' 7'-7- 7'-6- . 145 7'-3" 5'-9' 7'-5' 7'-3" 150 7'-2" 5'-7" 7'-4' 7'-0' 155 7'-0' 5'-5' 7'-2' 6'-9' 160 6'-t1' 8'-2' T-1' 6'-7' 165 6'-10" 5'-1. 7'-0' 6'-4- 170 6'-9- 4'-11' W-11" 6'-2" 175 6'-7- 4'-9- 6'-0- 180 6'-6" 4'-8- 6•-8- W-10" 185 6'-5" 4'-6' 6'-7" 5'-B" 190 6'-4" 4'-5' 61 5'-6" 6'-3' 4'-3" 6'-5" 5'-5" [�:195 200 - V-2" - - 4'-2' 6'-4- 5'-3" 205 6'-1- 4'-1- 6'-3- 5'-1- SCHEDULE 12 SCHEDULE d!3 MAXIMUM SHUTTER SPAN* "L+" OR I—" (ft.) FOR INSTALLATIONS W/ ONE HV LOCCENTERMAK or ® or W/ NO LOCKING RODS (SEE NOTE t) MAX.DESIGN PRESSURE RATING ("j"-) (� O CONCRETE & WOOD INSTALLATIONS WALL MOUNTING & FLOOR/CEIUNG MOUNTING L 4 (ft) L - (a) 30 16,-0" 16'-0" 35 14'-10" 14'-10' 40 13'-10" 13'-10" 45 13'-1' IS-1' 50 12'-5" 127-5- 55 I V-10- I V-1 a" 60 1 V-4' 11'-4- 65 10'-10" 10'-10" 70 10'-6' 75 10'-1- 80 9'-10" 9'-10' 85 9'-6. 9'-6- 90 95 1008'-9- 105 8'-7• 7'-11" 110 8'-4• 7'-7' 115 8'-2" 7'-3" 120 8'-0- 6'-11" 125 7'-10' W-8' 130 7'-8" 6'-5- 135 7'-7- 6'-2" 140 7'-5" 5'-11" 145 7'-3- 5'-9' 150 7'-2- 5'-7- 155 7'-0' 5'-5- 160 6'-11" 5-2" 165 6'-10- 5'-1• 170 6.-9" 4'-11' 175 6'-7• 4'-9- 180 6'-.6- 4'-8' 185 6'-5" 4'-6- _ 190 6'-4' 4'-5' 195 6'-3- 4'-3" 200 6'-2- 4'-2" 205 - — —6 =1'-- P.E. MAXIMUM SHUTTER SPAN* "L+" R "L—" (ft.) INSTALLATIONS & W/ ONE HV LOCKSOR W/ NO LOCKING IODS MAX. AS.D. DESIGN PRESSURE RATING (Pa L) (+ OR -) CONCRETE INSTALLATIONS FLOOR/CEIUNG MOUNTING OR FLOOR ALL MOUNTING L 4 (ft) L - (ft) 30 16,-0- 16'-0" 35 15'-2' 16'-10" 40 14'-2" 15'-2" 45 13'-4" 14'-3' 50 12'-3' 13'-1" 55 11-1' 11'-11" 60 10'-2' 1o'-11" 65 9'-5' IC-1" 70 8'-9" 9-4' 75 - 8'-9" INSTALLATION LEGEND CONCRETE & WOOD MANSORY WALL A. B. C, D. E, M. N. 0. P. 0, MOUNTING F. K & L R, S. &�V. FLOOR/CEILING G. H. I, 11 & J T. U, W & X MOUNTING 0 MAXIMUM SHUTTER SPAN -L+- OR 7 FOR INSTALLATIONS INTO WOOD SHALLBE LIMITED TO 105 p.f. A.S.D DESIGN PRESSURE RATING. t HV CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION J2 NOTE #5, .SHEET 5. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" * NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN A.S.D. POSITIVE DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOIA) OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE - GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE -SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BEFWEEN 'L+" AND "L-•. (3). PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE RATING: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. Lz+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS, FOR A GIVEN NEGATIVE A.S.M DESIGN PRESSURE 'RATING: DETERMINE: L1-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 1-2-= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'Ll+". "L2+", "L1-" AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. HV BLADE - --- __ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zo ^• r�1 i/f -- 'NS .• �� jH.V. • NG� 11 II -T,&"/DATE 02017 TILTECO, INC. 777c O 1,C. -- - A,S,S,A, American 'Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 @20.17 .EASTERN METAL SUPPLY. INC. BERTHA HVTIA Accordion Shutter Syster. BIADE 11 W OR W/O H.V. WINDOW BLADE & H.V. BLAU TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36U,. SL, St". 305. VIRGINIA GARDENS. FLORIDA 331SE Phone : (305)B71-1530 . Fox : (305)871-1531 e-mall: UlOc6018.cont WALTER A. 1ILUT Jr. P.E. FLORIDA Lie. iP 44167 REV. N. DESCRIPTION DATE DRAWN BY:. L.C. I. 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INC. v� � p � I� ;• * O TILLIi' TESTING do ENGINEERING COMPANY n• F t 6355 N.W. J: 5L. VIR CAROMS. FLOR1-15 A 33 V (� S ..... ``V 11 71 153 Phone : (7a5)671-1530 . Faa : (J05)871 -1531 Fo. a-maE: tilt aol.com e ON NAL EB-0006719 WALTER A TILUT Jr. P.E. P.E. sffAC/sfcMAYURE/DATE FLORIDA Da. a 44167 ANCHORS SPACING F.FMD TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ LINE ANCHOR.IFICATIONSSHEET 14 ♦SEE DMRATIONS OF USE FOR -:BLADE- IA ON-SHEET:28 - - 1O HV BLADE OR n HV BLADE W/ 1nA HV WINDOW BLADE WORKING IN UNISON A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System -ME 11 W OR W 0 H.V. WINDOW BLADE & H.V. BLADE DESCRIPTION DATE DRAWN BY; L.C. OLD 15-084 07/27/17— m /— /— DRAWING No 17-106 mmm000vm mE EMU ommmnvv000mmmonnov mmmoovoo mmmomovo >�mmmvoonrommmv000mmmonoo© mmmnn000m®m000nommmoonvo mmmvoomE13 M"voommm0000© mmm0o00p mmmo[�o�O mmm0KNI00m mmmo0nvommm0000®mmm000v® mmmonnv®mmmnnvo®mmmonnv® Mmmmnmmmommmnmvo©mmmnovmo mm00nnnn mmmnOOn®mmQ7nOno® mmmonommmnnm©mmmmmm�mn INHHHUMMENmmnOnOm mmminnEmsgo mmmmmmmommmnnmmommmnnnm® ,mlmmnnnnommm0ono©mmmmom©® mmminmm©o mmmmOmoA mmmmom©= mmmnnomommmn1210©921mmmmon11121111m mmmoo©mo Mmmmoo©mommmME mmmmm�mommmmnv©ommmommo© IMIREMEUMM11111=0mmmnmommmnmm®mommv®®®mo mmmnmmow mmopmMM= mmmmmoommmramm©o ®mmom®mmom mmmnmmmommmnMHUR mmmm�mo mmmomomommmmo©oioramna©mo mmmmmmmommmmm�m®mmnmmomo mmmmmmmommmnmmmommmmm000 ' mmmnmomm mmmo®®oo mmmommmo m®molomoommommmmommm®memo mmom®moommmo©omommomnmoo ®mmommmommmpm®mO mmOm®m== 'moo©mmmo®mmnoivovmmnn©moo mmmommoommmnmmmommnm©nmo mmm®mmmoo®oomnmo®mn©oomo ®mnmmmmommmmmvmo®mono©mo mmmommmo mm mapm®m0o ®fammmmmomnnonoovommommo ®non®mv mmomommommom®mmv m®®®moo ®o®mmmmom®mm©mo0mom®om �I '®m®00000mn�omAovovn©vvm�o ®mmomomomommmomoomnnomome mmmmmmmommommmoommm®memo '�mmomomom®mnmmmommm®Eomo mmmovmmmmmv©omo®mo©mmivo immmmoomo mmmm�mov mvmomovo Ivommmmmommm©ommommvommmo 'mmmmm000nommommor�©m©mmmo mmmmmommmmv®0movmmm®mmmo mmmmmmoomy®®ommonmmmmmmo mvommomommmmommomv®mmmoo ,mmmvmmammmmmovmofmm©mmmoo vommmmoommovomvom©©omvmo mommomomimn©mmmoo mmoommmo nomm0000 ®mmaomoo mmmommmo ,,momomomommomommomm©mmmoo vmmmm®m®nmom®®0Am®©momlvo m0m000mo m0©OOOOO mm0 oi#}1FQPE OF' P.E. I. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: 0ETAP NN POUREDCONCRETE NWITH aTHREADF ANCHORS SPACING FEND - 1� ORADVANCED RM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. Ye = 3 ksi) - 1/4'0 x 3/4' ALL POINTS SOUD-SE7 ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, TAPCON OR TAPCON WITH. ADVANCED BOLT & SPECIALTY COMPANY. (Min. Cc 3 ksi) - 1/4'0 SLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. Pc - 2 ksi) - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., THRE DFORM TECHNOLOGY AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. (Min. rc - 3 ksi) ALL POINTS SOUD-SET BLUE TAP W/ CAP NOTES: TAPPER+ A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4% AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. s¢.t1uGA7KK+s u5E ibR A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4• ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 -1/2' LONG MINIMUM SHOULD STUCCO BLADE ©CH S11FE7 3e EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAST .STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE BE AS INDICATED .SHALL ON NOTES A.1) & A2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGIN INSTALLATION INTO EIFS WITH METAL' STUDS SEE SHEET 28A EER. FOR (8) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4'0 x 3/4' ALL POINTS SOUD-SEr ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY_ - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIOA FASTENERS DIRECT, INC. - 1/4.0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR'REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS 15 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.& MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH. TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1)• & 8.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITFIOUT METAL STUDS CONSULT THIS ENGINEER FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. HV BLADE 0 .. BLADE (IN HV WINDOW BLADE WORKING IN UNISON • u rteLw11—KIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACIN eruannF FOR ANCHORS - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN -THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ACTUAL - FACTOR EDGE DICTANCE TAPCON TAPCON WITH ADVANCED THRE NORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W CAP / TAPPER + MIN. SPACING 3 3/MI 4• E.D. MIN. SPACING - 3' MIN. SPACING = 3' MIN. SPACING 3 1/2" MIN. SPACING - 3' POURED CONCRETE & CONCRETE BLOCK P0.� OIXNItfE MN M-3 pODRED CONCRETE & CONRETE BLOCK POURED CONCRETE & CONCRETE �tTC7EfE CAflC�1E BL00C: MN E0..3' I /2' Mt1 E0..2 1/Y MN. ED:.3 1 2' BLOCK MfL E0..3' 14L1 E0..3 1/2' MIL ED. • 2 1/2' 2 1/2' - 0.90 1 1.0 0.78 1.0 0.84 1.0 0.81 1.0 - 0.67 1.0 2' - - - os1 - 1 3/4' - 0.91 , 0.43 - 0.35 02017 TILTECO. INC. P' IL E C O ,N,. 1f ' TILLIT TESTING & ENGINEERING COMPANY 9111 11.11, 361h. -SL, Ste. 306, NRGINIA GABUEN6, FLORIOR 33 �+1 Phone : (305)87.1-1530 . Fax: (305)871-1531 11� 1 a -moil: -0f7aol.com EB-0006006719 WALTER A TILLR Jr. P.E. FLORIDA Ua 8 44167 A.S.S.A, American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, 'FL 33407 2017 EASTERN METAL SUPPLY, INC. Accordion Shutter OLD DRAWING No 17-106 9 1 , MAXIMUM ANCHOR' SPACING (in) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE A.S.D.-DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) LJ B � T Fz;Z AT FEE - SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX MAXIMUM, DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T (ft) M, N, 0 & R FLOOMOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS X W& X W& X P& Q A.S.D. NEGATIVE DESIGN LOAD (psf S.D. NEGATIVE DESIGN LOAD (psf S.D. NEGATIVE DESIGN LOAD (psi kS.D. NEGATIVE DESIGN LOAD (psf A.S.D. NEGATIVE DESIGN LOAD (PST S.D. NEGATIVE DESIGN LOAD (psf .D. NEGATIVE DESIGN LOAD (psf 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3D 40 60 75 90 105 30 40 60 75 9D 105 30 40 60 75 90 105 -0° OR LESS 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 8 6 .6 6 6 5 4 12 10 10 9 8 8 6 6 1 6 14.5 4 6 5 4'-0' 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9, 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 6 5. 4 4 4 44 4 3 3 5'-0° 12 10 10 9 8 8 6 6 5, 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 L2.5 6 5 4 4 4 3 6'-0' 12 10 10 9 86.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 ­3 2.5 2 12 10 10 9 '6 3 6 4.5 3 2 2 6 5 4 4 3.5 - 7'-0" 12 10 10 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 3 - 5 4 2.5 2- 6 5 4 4 - 8'-0" 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 95 4 2.5 2 2 - 12 70 10 4 - - 4.5 3 2 - - - 6 5 4 - 9'-0" 12 10 10 5 115 - 6 4.5 3 1 2 12 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - - 6 5 3.5 - 10'-0" 12 10 7.5 4 - - 5 4 2.5 2 - - .12 70 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - - 11'-0" 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 12 10 - - - - 3 2- 13'-0" 12 10 - - - - 4 13 1- - - - 12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - - - 6 4 - - - - 14'-0' 12 10 - - - - 4 3 - - - - 12 7 - - - - 3 2 - - - - 12 5 - - - - 2.5 2 - - - - 6 3 - - - - 15'-0" 12- - - - - 3.5 - - - - - 12 - - - - - 3 - - - - - 1.5 - - - - - 2 - - - - - 6 - - - - - 16'-0" 12- - - - - 3 - - - - - 12 - - - - - 2.5 - - - - - 11 - - - - - 2 - - - - - 6 - - - - + NOTES ON ANCHORS REQUIREMENTS: W00D SUBSTRATES, 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2015 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2.W/ 0-0.55 (N.D.S) -DOUGLAS FIR W/ G-0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ 0-0.36 (N.D.S.) -MIN. 1/2COX PLYWOOD (1986 APA) 4. ANCHORS SHALL -BE INSTALLED -FOLLDWING_ALL.OF-THE . RECOMMENDATIONS JWD IF DNS OF THE ANCHOR'S MANUFACTURER. ___�!!!/Ii�iiii T n HV BLADE OR (1� HV BLADE W-Z _II&A HV WINDOW BLADE WORKING IN UNISON ♦ SEE LIMITATIONS, OF USE OF BLADE fA ON SHEET 28 oza» nLTEco, INC. * i E �0, �. •�Q t O�(A '% TILLIT TESTING & ENGINEERING COMPANY (`\� W55 N.W. 36M. St. Ste. 305, VIRGINIA GARDDM. FLORIDA 3311 _ s •.. \7' +1� l Sf��f g* c���y(v� '' IUAL Phone : (305)871-1530 . Fax : (305)871-1531 a -moil: Uteeo0ao1- ES-0006719 ' `' , WALTER A. MLLIT A!!!! Jr. P.F P.E. SEAL�S�G�NATURE/DATE FLORIDA UG. $ 44167 FLORIDA &S.S.A. American Shutter Systems Association, Inc. 426E Westroods Drive West Palm Beach, FL 33407 m 2017 EASTERN METAL SUPPLY, INC. BERTHA HWA Accordion Shutter System ADE #1 W/ OR W/O H.V. WINDOW BLADE & H.V. BLADE ; DRAWING No 17-106 (SEE MOUNTINGS ON SHEET 19) MAXIMUM SPAN (ft) :E3 U B !E3-- F:AT FEE - SOUTHERN PINE No. 2 W/ MIN. G=0.55, DMUN GSOIR W/ SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 B.O. WALL MOUNTINGS S & V B.O. WALL MOUNTINGS S & V . B.O. WALL MOUNTINGS S & V AS.D NEGATIVE DESIGN LOAD (ps1 S.D. NEGATIVE DESIGN LOAD (ps1 A.S.D. NEGATIVE DESIGN LOAD (ps1 30 40 60 75 90 05 30 40 160175 90 105 30 40 160175 90 105 3'-0" OR LESS 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0" 12 12 12 12 12 12 12 12 12 12 .12 12 12 12 12 12 12 12 5'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1.5 10 6'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12112 1.5 9.5 8 7'-0' 12 12 12 12 12 12 12 12 12 12 12 10 J2_ -12- -10- -8- -8- -8'-0=- 12-12- 12- 12- 12 12 12 12 12 12 0.5 9 12 12 11 8.5 7 7 9'-0" 12 12 12 12 12 10. 12 12 12 11 '9 8 12 12 9.5 7.5 6.5 6 10'-0" 12 12 12 12 11.59.5 12 12 12 10 8 7 12 12 8.5 7 6 5.5 11'-0" 12 12 12 12 110 8.5 12 12 11.5 9 7.5 6.5 12 12 8 6 5 5 12'-0" 12 12 12 1.5 9.5 8 12 12 10.5 8 7 6 12 11 7 6 5 4.5 13'-0" 12 12 12 00.5 8.5 7.5 12 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 14'-0" 12 12 12 9.5 8 6 12 12 9 7�4.5 6 4.5 12 95 6 5 4 3.5 15'-0" 12 12 l T 9 7.5 5 12 12 8 6.5.5 3.5 1.518.51 6 4.5 4 3 16'-0' 12 12 10. 8.5 6.5 4 1111.5112 8 6 3 11 8 n HV BLADE ONLY + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ .MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 do 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST of THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) -DOUGLAS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ 6=0.36 (N.D.S.) -MIN. 1/2'.COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS -AND -SPECIFICATIONS- OF THE - - ANCHOR'S MANUFACTURER.---- 1,1 ...........`T = (/ 02017 TILTECO. INC. � '• � OI� •'' •(`` TILLIT TESTING &ENGINEERING COMPANY . �FZ AAA 6355 N.W. 361h. St. Ste. 305,'YWGWIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 S�QNAL�EN�'\1I'' WALTEEB-00067 JA. TILLMr.aP,E. P.E. SEAL/SIGNATURE/DATE FLORIDA ua. g 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane ZC A■S.SI.A■ American Shutter Systems Y Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 © 2017 EASTERN METAL SUPPLY. INC. BERTHA HVTm Accordion Shutter Syster V. BLADE 1 W OR W/O H.V. WINDOW BLADE A H.V. RI An EV. N DESCRIPTION DATE DRAWN BY: Lc. I OLD 15-084 07/27/17 DATE 07/27/1 2 DRAWING No 1/-IUD 3 4 1 r 4 • I I l INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & fil HV+ BLADES (AS APPLICABLE) MAY_ SF41ITTFP CPAIV 1 .L AP 1 — CAD IAIC'rAI 1 ATI/1 ►IY? u1TA v i 1/40 TAPCON OR A.5.0 UL51G PRESSURE RATING FOR INSTALLATION WITH BLADE & 1 WORKING IN UNISON T. ON WffH ADVANCED THREADFORM TECHNOLOGY 1/4'0 TAPCON. OR W/ 1 1/2' Min. PENETRATION T/APCON WITH. ADVANCED j \ OF THREADED AREA TO THREADFORM TECHNOLOGY '. EXISTING WOOD HEADER. W/ 1 1/2' Min. PENETRATION 1 (SEE SCHEDULE ON SHEET i6) ; `� / EOF XISTINGTHREADED WOOD HEADER B TO A(SEE (� I .I 1 I 1 % - OR(q / I / I (SEE SCHEDULE ON SHEET 16) SLHBIUE ON SEET 12 FOR BLADE 1 OR ) $ 1• N' 1/4"0-20x3/4" S.S. MACHINE SCREWS EXISRNC 1 ON SHEEP 2B FOR z i=' I J W/ 1/4`-20 NUTS ® 12• D.C. GLASS—IO&® / I WALL FIN]WALLHZ 1 ,;e.. FlNIS I I r?.:"'•: FINISH I N z L.—oPT10NAL :4 EXISTING MIN. I t WALL III I OR 2'z4` WOOD I "FlNISH o 4 `'�.^ II HEADER REQUIRED. I I OR I EXISONG MIN. I I I I 2`x4• WOOD EX1 j TAPCON WITH ADVANCED GLASS- MN - MAR( I I I I HEADER REQUIRED ! `.. _1 1/4"0 TAPCON OR TD GLASS (SEE I 1 MIN. SEPARATION I I I ) THREADFORM TECHNOLOGY 12 FOR B ANS� TT 9 2'z4' CONT. SILL I 12 FOR BIADE(1)MO I I EXISTING G� TO GLASS I III .PLATE REO'0. W/ 1 1/2` Min. PENETRATION 4 ON SHEEP 28 FFOR I (SEE SCHEDULE ` OF THREADED AREA 9IOF50& 1� I 'S� ON SHEET 12) I 1 Il V 11 MIOWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) ®HV WALL HEADER INSTALLATION ON HV WALL HEADER INSTALLATION OO HV WALL SILL JNSTALWION EXISTIN GLASG LAIN. SEPARATION ( MIN. SEPARATION IT MIN. SEPARATION' ��__ ��//�� _ TO GLA56 ' I TO GLASS 2'z4' CONi. TO GLASS 1 I _v EXISTING (SEE SCHEDULE I I 1—(SEE SCHEDULE I ! I WOOD PLATE (SEE SCHEDULE-- GLASSY ON SHEET 12) I I E%ISTING ON SHEEP 12) I I R RED'D. ON SHEET 12) i I : 1 I } ( I � GL SS—Y III I !!! 1 _ 1/40-20x3/4' S.S. ( 1/40x3/4' S.S. MACHINE SCREWS W/ • ( MACHINE SCREWS WALL 1/4-20 NUTS ® I (I I I I USNC 1/4'-20 NUTS I I I I FINISH I I I �I 12` a. I ®12' O.C: ,ra - OR� 2`x4' CONT. WOOD PLATE �` _ 1/4b TAPCON REO'D. I� TAPCON WITH ADVANCED DV II Iq`I 7 THREADFORM TECHNOLOGY W/ 1/2' Min. PENETRATION OF ` THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) EXISTING MIN. 2'x4' 1/2' MIN. COX PLYWOOD REO�D. ® 16` O.C. MAX. RI 15iING MIN. Yz4' STUDS ®16' O.C. MAX. RED'D. PLYWOOD TO BE ATI STUDS IN ACCORDM R PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 T WITH- SECTION 2322 OF THE. F.B.C. _ _ - ©HV WALL SILL INSTALLATION .to11 P.E. k.D. `1/4"0TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY SHEET4FORTPICALW/ 1/2' Min. PENETRATION OF SHUTTER ASSEMBLY.THREADED AREA INTO PLYWOOD. 2-MOUNTING SECTIONS CAN BE (SEE SCHEDULE ON SHEET 16) COMBINED IN ANYWAY TO TO I/I MIN. SUIT ANY INSTALLATION. ir PLYWOOD REO'D. i111-1 ♦ SEE UMMATIONS OF USE OF A 9 WALLSILL INSTALLATION BLADE 1A ON SHEET C Ehls+�; •.• ✓� i 02017 TILTECO. INC. AIA,I ­ ITI .I-1/4-0 1 1111 1 ;{i TAPCON OR TAPCON WITH ADVANCED 1' CONT. THREADFORM TECHNOLOGY . PLATE • ,I 'D. ^:WALL 1!,:� VI( 1/2' Min. PENETRATION 0� THTREADED AREA MIDWIDTH OF FlNISH •WOOD PLATE. (SEE SCHEDULE ON SHEET 16) ®HV WALL SILL INSTALLATION FLORIDA BUILDING CODE Han High Velocity Hurri( ©2017 EASTERN METAL SUPPLY,-INC. BERTHA HVn, IL E C O ANC. A.S.S.A■ Accordion Shutter S-, American Shutter Systems V. BLADE 1 W OR W 0 H.V. WNDOW BLADE & R } TILLIi TESTING &ENGINEERING COMPANY Y Ev. N DESCRIPTION DATE DRAWN BY 6355 N.W. ,' . SL. Ste. miI. ViRGNW GARDENS. FLORIDA 3316 Association, Inv.. "11 OLD 15-084 07/27/17 DATE I �•(e'It Phan.: (305)871-1530 . Fox : (305)871-1531 4268 Westroods Drive 1111E a -mail: E®aol,eom West Palm Beach, FL .33407 Et-0006006719 WALTER .L TIUJT Jr. P.E. RE/DATE FLORIDA U.. 11 44167 DRAWING No 17-106 &I INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & fnA HV* BLADES (AS APPLICABLE. MAY SI-IIITTGA CPAAI I L r1D I _ In. IAICTAI I A-ri^Li? turn tAe^— ....—.. ..,. _. .-- � ____ WALL FINISH 1/4.0 TAPCON OR TAPCON WITH ADVANCED - THREADFORM TECHNOLOGY j� W/ 1 1/2' Min. PENETRATIOA OF THREADED AREA TO EXISTING .WOOD HEADER. 1 /' �.' ` (SEE SCHEDULE ON SHEET 17) 19 EXISTWG—II Lj ^EXISTING MIN 2'x4' HEADER REO•D MIN. SEPARATION .LASS TO GLASS O (SEE SCHEDULE ON SHEET 12) 4-xB- (Min.) EXISTING WOOD BEAN REQUIRED, STRUCTURAL ADEQUACY 1/4'0-20x3/4' S.S. OF EXISTING WOOD BEAM PHIWPS TRUSS MEAD TO BE CERTIFIED BY MACHINE SCREWS REGISTERED ENGINEER OF W/ 1/4'-20 NUTS ARCHITECT PRIOR TO SHUTTER INSTALLATION. ® 12' O.C. 3 OR1 S 1/4'0 TAPCON OR TAPCON WITH ADVANCE THREADFORM TECHNOLOGY .250' Mox. W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD BEAM (SEE SCHEDULE ON SHEET 16) I I I I I I I 1 EXISTING GLASS--j To Ou HV WALL HEADER INSTALLATION M AE 111 WR 1 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-MOUNTING SECTIONS CAN BE COMBINED. IN ANY WAY TO SUIT ANY INSTALLATION. 1 MIN. SEPARATIO14 TO GL (SEE SCHEDULE AONSS SHEET 125 EXISTI GLANS a q 0 I W LL FINISH n 1 1/2- Min. PENETRATION DIREADED AREA a ODTH OF WOOD PLATE SCHEDULE ON SHEET 17) O OT HV CEILING INSTALLATIO MN STAROM I 1 tD aAss (� j 1 RM'" s�T¢�ArD I 1 EXISTING I ON sasr ze i5n GLASS\ I ALTERNATE_ ( ANCHOR I I LOCATION 3/8• wit. Mox. © • 7 2%6' MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) S.S. EDGE OF DECK 1 2' 114x3/4' E EO S.M.S. or 13 or 15 I 11 or I OPEN HOLE AT EACH STUD TO ACCEPT 5/16.0 LAG SCREW AT CENTER OF TUBE. - - I b I I roa sss E L7—"{5S �1l2 r�le ISTING w s¢r 7s 7oR 1 OR 1Q� IO" ® I . N O HV CEILING INSTALLATION I OR 90 IMIN. SEPARATION I I m I 70 tpGLASS-(SEE SCHEDULE `a ON SHEET 12) I I I I I I 8 I 1 EXISTING I a10x3/4' HEX GLASS II WASHER HEAD TEK I SCREWS ® 12' o.c (IF. APPLICABLE) EXISTING WOOD _ TRUSSES OR RAFTER ® 24' O.C. REQUIRED •EXISTING SOFFIT 3/4' Max. THK. 1'x4'.1/8' CONT. ALUM. TUBE (6063-T6 ALLOY) W/ 3� Or 15 EACH /1RAFTE RST TO DR LOCATE LAG SCREWS AT MIOV6DTH OF EXISTING WOOD MEMBER, (2' Min. NORtJAL WIDTH) W/ 2- M... PENETRATION OF THREADED AREA. VAUD FOR INSTALLATIONS WITH 72 psf •MAX. AS.D DESIGN LOAD AND 9'-0 MAX. SPAN_ THIS _ INSTALLATION -IS -ONLY VAUD- - - - FOR WOOD W/ MIN. SPECIFIC .RA_ OF 0.50 AS DOUGLAS ,1 OR g* OR EQUAL FIR EQ UAL SOUTHERN PINE No. 2; 9 IF MIN. WOOD REQUIRED FINISH ALLOWED) PHILLIPS TRU55 HEAD IF APPLICABLE - 1/4'0 F.H. TAPCOI10R MACHINE SCREWS �� DCE 'F.H. TAPCON WITH ADVANCED W/ 1/4'-20 NUTS 2' MIN— 2' MIN. CF L.-�/ THREADFORM TECHNOLOGY 0 12' O.C. J� DECK IF ! W/ 1 1/2' Min PENETRATION 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY APPLICABLE 2' MIN. OF THREADED AREA W/ 1/2' Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET IS) ♦ SEE UM nONS OF USE OF MIDWIDTH OF WOOD PLATE (SEE SCHEDULE ON SHEET 16) L fddd/// d N L Id R A T-�� ®NV FLOOR INSTALLATION BLADE 1(�A ON SHEET 2a ® HV WALK —OVER INSTALLATION FLORIDA BUILDING CODE (Ron Nigh Velocity Hurricane Zone I,, ' ••�,10ENSF•, v� ` 02017 TILTECO, INC. 02017 EASTERN METAL SUPPLY, INC. I L E C O, N �. A S S A BERTHA HV­FM Accordion Shutter System J �•: '•/�* TILLIT TESTING k ENGINEERING American Shutter SySfemS .V. BLADE 1 W OR W 0 H.V. WINDOW BLADE k H.V. BLADE O� ••.F� • �` %% COMPANY 8355 N.W. 36N. 8L. Sb. 3Q5, MFGIN4l GARDENS. FLORIDA 3316 Phone : (305)871-1530 Far Association, Inc. 4268 Westroods E,,, H 1 OESCRIPNON OLD 16-034 DATE 07 27 17 DMWN BY; L G DATE: Q7 27 17 c 1 1)fA N(3 . : (305)871-1531 a-meR: Lateeoeeol.een Drive West Palm Beach, FL 2 DRAWING No V{�dL t1L -��.."ITM LAf•'/ILIL 33407 3 WALTER A TILUT J, P.E. 4 7— L6 P.E. SEAL/SIGNATURE/DATE FLORIDA Lie. f 44167 5 curry END INSTALLATIONS n HV & 0:� HV♦ BLADES INTO 2"x4" MIN WOOD STUDS 2•z4' MIN. , WOOD STUDS. ` \ I/4'0 TAPCON OR TAPCON ' (AS APPUCMLE) I \ \ / ADVANCED THREADFORIA / TECHNOLOGY RW SWLDEX I 2'z4' MIN. WOOD \ / ANCHORS O 6' D.C. STUDS REO•D. 2'z4' MIN. WOOD \ / WALL KNISH \ / W/ 1 1/2' MW. THREADED P EIRATION INTO STUDS REO'D. \\ EXISTING.. GGIASS j STUDS OR W/ LON. 1/2' THREADED F PENERRATI TO 1/2• COX / OOD IF NO STUDS EXIST. Ef7\\� PLYWOOD 'xx EXISTING GLASS /-EXISTING CLASS .( / MN SFPARAMON T 1/2• MIN. COX To 54FDUE SlFEI \ 1/2' YIN. COX PLYWOOD. 4 YJi MIN.SEPARATION ilY1 SHEET 2B2B FOR 1/16'z3' MAX - GASS (SEE SCHEDULE 01 SHEET roes � E➢IIIE S 1/2' YIN. COX BLADES (b&a- (6063-TB)CONL FNIH 7/2'YW. LD% 12 FOR B"QAtm ON `d. 1�2 FOR MADEHEET PLYA'OOD. 1Y'^� / ALUM. CLOSER PLYWOOD. 1 V MIN. PLATE (LOCATE 1/2 SLEET 28 FAIR aADES(D&®. WALL ON SHEET 28 FOR DA O& AT EITHER SIDE MIN OF(D) FINISH I .PLF1.On2'- 810z1/z' S.N.S. 016 D.C. 0 6 O.C' sJ13. Ol6 O.L. — — — UI q.]11/4•.o•-r w1Pn4a as aloe 1 De %FY4,♦4® Rlarwrt a OnIRA sa . SEE DETAIL X FO 1 OR O♦ SIDE COTUNNE 1' OR �♦ ^^ SEE DETAIL X FOR 1 OR `r KS 0'0'®4)'(D•®v END CONNECTION DETAIL Q7 EXISTING GLASS 1/4'0 TAPCON OR TAPC WITH ADVANCED THRE/ TECHNOLOGY DOHREE 2'z4'MIN. WOOD ANCHORS W/ 1 1/2' M MN SEPARATION STUDflEO'D. THREADED PENETRATION ro gEPA (� - INTO STUDS O 12. O.C. 12 BLADE FOR ELIDE lMR --- I AIR OR DE FOR ILADES O & d 0 SIDE CONNECTION TO TRACKS END CONNECTION DETAIL EXISTING 10 TAPCON OR TAPCON /___9LAS H ADVANCED THIT 10R / C 21NOLOG/ RW BUIM :HORS W/ 11/2' MIN. :FACED PENETRATION e70z1/2' S.M.S. I`STUDS O 12' O.C. OI6 O.C. 1/2' MIN. WALL FINISH 2'z4' MIN. WOOD STUDS REO'D. - 'LB"Q9'vl3'•U. UAa-�'gD Q•®v@'®'^V•O END CONNECTION DETAIL 1Q OR .CNv END CONNECTION DETAIL 09 @CR©OR(BOR 13 VIEW Y PLAN E—EF _r -DET L- 1© - - - - - FLORIDA c 02017 aLTECO, INC. C •. * 4 A.S.S.A. •�749� *IL ECO�N�.��Q'\ TILL7T TESTING &ENGINEERING COMPANYAR1er10an Shutter Systems ��. •0\ 6355 N.1Y. SL, SN. 305, WRCQM GAROQS FLORIDA33I6 Assoclation, Inc. oT 1 Phone : (305)871-1530 . Faz : (305)871-1531 4268 Westroads Drive ��QNAL E `EE(E __IIR: UltecoWooLcon, West Palm Beach, FL 33407 �41A/AF,"I EB-000571E WALTER A. TILLIT Jr. P.E. P.E. SEAUSIGNATURE/DATE FLORIDA U. 9 44167 2'z4' LAN. . WOOD STUDS. (AS APPLICABLE) NALL NISH EXISTING GI/SS Mot siaARA a TO CLASS (SEE SCHEDULE ON SHEET 12 FOR ELADE (DAND ON SHEET 28 fLR e AOM0)& END CONNECTION DETAIL 1 • REOUIRFD ONLY -FOR SPANS GREATER THAN 12'-O' ♦ SEE_LIMITAnONS OF USE OF 'BLADE to ON SHEET. 28 OROOROOR CR©CROOK f6 © 2017 EASTERN METAL SUPPLY, .INC. BERTHA HVTM Accordion Shutter System ADE 11 W OR W O H.V..WINDOW.BIADE k H.V. BLADE DESCRIPTION DATE DRAWN BY: I-C. OLD 15-054 07/27/17 DATE: 07/27/17 DRAWING NO 17-106 SEE CON DET, SHE TYP HEI( TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. ,",:• EF1 A. ©2a17 TLTECO, INC. Na.4 IL ECO�N�. ,ySrx �O''. p,� .7''Q• \V TIWT TESTING &ENGINEERING COMPANY • - 6355 N.W. 361h- St. Ste. 305. NROINIA WIDENS, FLOMM 33 Phone : (205e)871-1530 . Far : (305)671-1531 —ma71: t3teC00_j.eam ... /� "�yj A� I ... .r�7'7••1t, WALTER A.OTOIDLUT1 Jn F.E. P.E. SEAL/SIGNATURE/DATE FLORIDA U.. R 44167 NOTES ON HD LOCKS AND CENTERMATES• MANDATORY CONDITION # is ONE V H.D. LOCK SHALL BE USED FOR NY 'SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, 311 OR 32)+A AND AT ANY ELEVATION. 34 H.D. LOCK MAY' BE USED AS }��'' INSID�'OR-OUTSIDE LOCK, ATTACHED f © HEAVY DUTY SYMMETRICAL ENTERMATES WITH (3) #8 x 3/6" LONG FLAT HEAD S.S. M.S. LOCKING ODS © ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. .. MANDATORY CONDITION # 2• LOCATION OF (3� H.D. LOCK SHALL. BE AS iDICATED ON SHUTTER ELEVATION, i.e., FORS UTTER SPANS UP TO 105". H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" OVE OR BELOW MID HEIGHT OF SHUTTER- FOR SHUTTER SPANS GREATER HAN 105", ©4 H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF HUTTER. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 i CODE (Non High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System AOE JI W OR W 0 H.V. WWDOW BLADE & H-V. BLADE• DESCRIPTION DATE DRAWN By' L.C. OLD 15-084 07/27/17 DATE 07/27/17 DRAWING No 1%-10s POUR CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON 1/4'0-20x3/4' S.S. REQUIRED SHEET 26) MACHINE SCREWS USING l 1/4'-20 NUTS 0 6' D.C. POURED CONCRETE ANCHORS / CONCRETE (SEE SCHEDULE ON SHEET 26) % ,/ / f 1• REQUIRED EDGE OF ,,' —SLAB IF uW. I' t. ' SEPAARWRIION m EQ 1 B ' i ; ' , E. D.• APPLICABLE io�GIASDSx M I i OO i(SEEOSC GLASS t +� EQ't 1✓EO'., t (SEE SCHEDULE j ON SHEET 25) i 9 I / I ON SHEET is) GLASS i J -_"/ .5 / EXISTING i i I I GLASS I i i OPTIONAL I I I ,•°„ i I I i f . /� f' I I j"/', i 8 _SIAB IF EXISTING I II 4'/, EDGE OF GLASS : 'i APPLICABLE i i i i' �� .%/ >i EDGE OF I YIN. MIN. SLAB'IF I SEPARATION I SEPARATON '%/ I 1 �/ , ! APPLICABLE To clAss I _ I 2 To cuss �% - , E D.•/ / ,; (SEE SCHEDULE ; (SEE SCHEDULE w / ;( - ,.' ✓ ' IXGLASSisnNG SHEET 25) ON SHEET 25) POUREDE D.-GLASS f—om POURED FLAT HEAD CONCRETE ANCHORS CONCRETE CONCRETE RED (SEE SCHEDULE ON SHEET 26) REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) (B HD WALL HEADER INSTALLATION HD CEILING INSTALLATION ® HD TRENCH INSTALLATION HD WALK —OVER INSTALLATION EXISTING I YIN. I 1 � ScaD1,iAA SEPARATION EsDON ;I 1I II1 15 1 II1 It •O © H{4IIIIIIiI MIN: SEPARATION AIO E EXISTING N SHEET 25) GLASS SUtE ALTEDL EXISTING (SRSCHEDULE GLASS OGLASS EPARAnON OPTIONAL! #14x3/4EHE0X ' LOANCTHIOORN III II 1IIII 4 IiIII II III O1 ' WAS HD2OPTIONAL GLASS WASHER HEAD TEK SCREWSa TEK SCREWS 6.O.C.® 6' O.C. CONCRETE ANCHORS b143/4• (H7 (SEE SCHEDULE ON TEK SIXC.�SHEET 26) EWRB 3' O EQ OR 1S/C4'0-201S.S. N.SJ ;. a ( / I. I / CONCRETE ANCHORS EDGE OF I �: / , ; T W/ NUT 3' D.C. (SEE SCHEDULE ON SLAB IF r ' �- `'i j /2' I ��1 ' Z/ EDGE OF Min SHEET 26 APPLICABLE ' EQ SLAB IF 1/4'P-20x3/a' S.S. )- �PHIWPS TRUSS HEAD - --'- APPUGBLE '/ '•AETE MACHINE SCREWS / / I r ' / , / ',J i POURED :�.l..' ANCRETEANCHORSUSING t/4'-20 j 1 I { CONCRETE POURED CONC(SEE SCHEDULE ON r ; ,r i / 778; % ,/ri�76- J /' , /; ' / EDGE OF REQUIRED E D.• E O.? NUTS ® 6' O.C. _ WALL FEO'D. SHEET 26) /�! / J / ; ,' J /cl%•,' i / APP CABLE PCUREDj HD FLOOR INSTALLATION ©E HD WALL SILL INSTALLATION CONCRETE REQUIRED NOTE FOR 'COMBINATION OF SECTIONS: � HD RAINGUARD INSTALLATION INSTALLATION DETAILS WZ O HV BLADE 1- SEE SHEET 21 FOR TYPICAL SHUTTER -ASSEMBLY _ • E: D. =EDGE DISTANCE AAApiiii�J SCALE:. 3/8"=1 N ANY WAYNTOS3URONANYCI S BALLATON1ND (SEE SPECIFlCATIONS_ON_SHEET 28)__ 1FF,F Ea 4�nI FLURIDA BUILDING CODE (Nan High Velocity Hurricane Zone) a-r 1 'V\c EN nn.••,✓� = 02017 TILTECO•. INC. -- ©2017 EASTERN METAL SUPPLY, INC. No. IL ECO�N�.TM BERTHA stem�Accordion shutter System ■�■�■�■ .V. BLADE 11 W OR W/O H.V. WINDOWBVLDE & H.V. BLADE 17 '•,"% p TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IT N. - DESCRIPaON DATE .DRAWN BY: L.C. .�AA 55 N.W. 36th. SL. Ste. 305. VIRGUdA GARDENS, FLORMA 3316 Association, Inc. t OLD15-084 D7/27/17 DATE 07/27/17 63 -p s--�.. Ph— : (305)871-1530 . Fox : (305)871-1531 4268 Westroads Drive 2 AWING d)1 0EB lt—C 91.— West Palm Beach, F3 L 33407 DRAN �QHAL o AAAAA/AAA' WALTER A. TLUT Jr. P.E. 4 / O6 P.E. SEAL/SIGNATURE/DATE FLORIDA U.. 19 44167 5 SHEET 8 22 OF 28 SEE END WALL CONNECTION DETAILS ON SHEET 24 OUT 90' NN `('EXISTING GLASS * INSTALLATION SEE NOTES ON LOCKING RODS 3 4 LOCKS ON SHEETS 21 ® & HD 3 n HV BLADE 9 OR 8 OR 6 f O OR OO l O t O + 0 aR� + SEE END WALL CONNECTION DETAILS ON SHEET 24 — — — — —EXISTING GLASS 1 OR I — 2'x2'xT/B'z0'-2' (6083-T6 ALLOY) ALUM. I 1/z I 35 * 35 ANGLE.W/ (2) 1/4'0 TAPCON ANCHORS TO ONCRETE (TOP/BO7rON I /14 s 3/4• S.M.S. 0 12' O.C. MIN. SEPARATION TO GLASS (4) H.V. (OPTIONAL) Xc 4 (OPTIONAL) & (4) III S.M.S. TO TUBE AT EACH I (SEE SCHEDULE ON SHEEP 25) PINS (iYP.) N .(4) H.V. 3 ANGLE. (TYP) N 5 4 5 e• s 1/2' PINS (TYP.) a s e --------- - ---� -_-_-- --- \ I 4 1/2 2• 1/2• O 5 90' 2 2 -- ---- - - - -- - - -- -- -- 1 --- HVA—HDA 20 31 OR 32 * 33 31 oR 32 31 oR 32 35 31 oR 32 4 35 * HVB—HDB (OPTIONAL) HVC—HDC OoR®oR©+ �7 OR —�ExlsnNc cuss (oPnoNa) lw SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W/ Q* LOCK (INTERIOR OQ f(oR®+0 --- -- W/ i4 LOCK (EXTERIOR. MIN. SEPARATION TO GLASS I N 5 9 DR.®OR ©+ TOR (SEE SCHEDULE ON SHEET 25) /T •' ---------------- - ---- _—_—_—_ ----------- CONCRETE' 3 ' ANCHORS C. % ' I 16. O.C. V\< ARIES / N ,I OUT 6 1/2" MAX. SLACK HVE—HDE POURED CONCRETE OR HVD—HDD 1'��T �,r�/ �% `C CONCRETE BLOCK WALL 111L REOUIRED FLORIDA ENS 9 i 02017 nuECO, INC. e 4 � IL E C O IN.. A.S.S.A. .o '•, Q ` American Shutter Systems t41Cr TILLIT TESTING & ENGINEERING COMPANY �ORIDP: 4+ 11, 6355 N.W. 36N. St., Ste. 305, NRGINIA GARDDI5. FLORIDA 3316 Association, Inc. •••'•�"" "' Phone : (305)871-1530 . Faz : (305)871-1531 4268 Westroods Drive ANAL E 1 °'n o°° t�1ceo°°OI °O° West Palm Beach, FL 33407 •rruinz�r Fl E13-0005719 WA LTER A. TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA U. Of 44167 BUILDING CODE (Non High Velocity Hurricane Zone) ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System V. BLADE #11 W1 OR W/O H.V. WINDOW BLADE & H.V. BLADE 12 EV. N DESCRIPTION I DATE DRAWN By. L.C. 1 OLD 15-084 07/27/17 DATE 07/27/17 3 DRAWING No 4 17-106 5 SHEET B 9A nC 9A CONCRETE 13LOCKE AL I / j POURED CONCRETE POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL I{` OR CONCRETE OR CONCRETE OR CONCRETE �� BLOCK WALL REQUIRE)XFO�l ,'� BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED j•� / / TIREiE /--EXISTING GLASS EXISTING GLASS ANCHOR % -EXISTING GLASS � _ /' ! - � � 1`> 2" MIN.. j. EXISTING GLASS ® 16' O.C. l _ T ���...//// T _ / f 1 • - / / 2- MIN. I1 \ -� .I MIN. SEPARATION j MIN. SEPARATION EQ I I EQ i / TO GLASS I MIN. SEPARATION TO CUSS MIN. SEPARATION 1/16'x3" MAX. (SEE SCHEDULE (SEE SCHEDULE I - /r j TO GLASS TO GLASS (6063-T6) CONT. ON SHEEP 25 ON SHEET 25) (LOCATE AT (SEE SCHEDULE ALUM. CLOSER ) 1/2' (SEE SCHEDULE EITHER SIDE B ON SHEET 25) PLATE. (LOCATE 1/2' ` -� ON SHEET 25) OF 5O) AT EITHER SIDE MIN 1/2" MIN. OF®) ♦USE I' OR 2" MAX. GLASS Q14x1/2' S.M. ___ #14x1/2" S.M. - ----- (AS APPLICABLE)x2"xl/B"x0'-2'016. OF. -a 16" O.C. I —_— ALUMINUM CLIP ANGLE (6063-T6 ALLOY) AT MIDHEIGHT4 (a) #14x1/2" S.M.S. a TQ®(2)1/4"o TAPCONS SEE DETAIL C. SDE FO C. OCATEANCHORSAT EITH R SDETO VALL AT •OF 4 SEE DETAIL X FOR. - 4 .SIDE CONNECTION SEE DETAIL X FO TO TRACKS /5 F) +OOR®OR@+ ©OR SIDE TO TRACKS ©+OOR®OR® + I7 '�) OR O OR OR 1 h 1 T OR 6 +OOR®OR T fl `�) OR �l U �y@+® O+© END CONNECTION DETAIL END CONNECTION DETAIL 0 END CONNECTION DETAIL 0 END CONNECTION DETAIL 03 ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR POURED CONCRETE OR f CONCRETE BLOCK WALL CONCRETE BLOCK WALL 4 4• i - REQUIRED- �--•EXISTING GLASS i REQUIRED EXISTING -1 .< ,4Xi%2- S.M.S. j M D z-------�� o o O r i 6. O.C. i MIN. SEPARATION __________ < ________ d___ 6 OR $ OR $ _ MIN. SEPARATION _ TO GIA55 ____ CONCRETE '/ 1/2' MIN. (SEE 0SCHEDULE ' (SEE SCHEDULE ANCHOR O ON SHEET 25) 42 CONCRETE ON SHEET 25) 12' O.C. / / ----- -�-- / 1 5 ®CHOR Q6C�1/2' MIN. i/EQ �L _ �( _ _ 1 2-_MIN. � 6 OR $ Oft 1 EQ 2' MIN. ,/ 2• MIN.i i PLAN VIEW Y 5 2 DETAIL X 2 END INSTALLATION ODR®°R©4 ODR (s OR®OR©y OOR () HV BLADE INTO CONCRETE. OR Q 10 +@ORC81+f§ CONCRETE BLOCK. WALL. END CONNECTION DETAIL -- -- %r ffi E TION DETAIL 6 O FLORIDA BUILDING CODE (Non High Velocity Hurric `,l� �,\CENSF••.•`'� z 02017 TILTECO, INC. ©2017-EASTERN METAL SUPPLY, INC. BERTHA HVTM * IL E 'co �.,�. A.S■S■A. Accordion Shutter. S, V. BLADE 11 W OR W/O H.. WINDOW BLADE & I it eft American Shutter Systems COMPANY REV. N OESCRIPnON DATE ORAWN By TILLIT TESTING & ENGINEERING O ••'•.,� pp ``.. / A Association. Inc. I OLD 15-034 07/ 27 17 DATE: �p O r : • V 4135 N W 361h SL. 5l M!i 'ARGIN GARDENS RIMDR3316 Phone (305)871-1530 . Fox : (305)871-1531 4268 Westroads Drive z =�-NG N S�QNAIrtia IIIII a-mdl:6lleco0col- West Palm Beach, Fl- 33407 3 �']WI O6 n L ES-0006719 4 ..��xrIII•I WALTER A TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA U. A 44 167 s SHEET 5 24 OF 28 MAXIMUM SHUTTER SPAN* "L+" OR "L—" (ft.) INSTALLATIONS W/ SYMMETRICAL HD CENTERMATE5. 0 OR®, W/ ONE H.D. 0 LOCK & NO LOCKING RODS MAXIMUM AS.o. OEScN PRESSURPMATINE P.s G (p..0 (+ OR -) CONCRETE & CONCRETE BLOCK INSTALLATIONS ALL MOUNTING CONDITIONS L i (8) L - ((t) 0 OR LESS 18,-0' 18,-0" 35 18'-0' 18'-0" 40 17'-4' 17'-10" 16'-4' 17'-6" 15'-6' 17'-0' 14'-10' h 14'-2' 16 -2 13'-2' 14'-11" 12'-8" 14'-5' 14 -0 85 _ 90 —_ —11—'6'—- 95 ll'-3" 121-1 a" 100 10'-6" 12'-6' 105 to'-O" 12'-2' 110 9'-6' 115 9'-1' 11'-8' 120 8'-9' 11-5' 125 - 11'-2" 130 - 10'-11" 135 - 10'-9' 140 - 10'-6" 145 - 10'-4' - 10'-2' - 10'-O" - 9'-7" M1955 - 9,-5" - 9'_4' - 9'-2" - 9,-0" -L B'-9' * NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR'A GIVEN POSITIVE A.S.D DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" A14D 'L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L1+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNRNG INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: - DETERMINE:— Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "Lt+. "L2+', 'Ll-" AND 'L2 (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. (2� HV BLADE e�ld/uilui� y ' \GENj," v = Ozo» nLTEco, INC. �c'• 9 i IL �EC�N,, &ENGINEERING COMPANY 0� '. ''(`� TILUT TESTING /(• \A ' 6355 N.W. 361h, SL, Ste. 305, NRCINIA GARDEIIS. FLORZA 331 Phone : (305)871-1530 . Fa.: (305)871-1531 a FB-00057719 .eom 115 i //!///j11T P.E. SEAL/SIfNATURE/DATE wALTUR A. TILUT Jr. FLOROA C Lt. B 44167 INSTALLATION LEGEND SUBSTRATE POURED CONCRETE MOUNIWGS (SHEET 22) WALL MOUNTING AA & EE FLOOR/CEILING BB,. CC, DD, MOUNTING FF & GG WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 4 3„ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone @ 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTm A.S.S,A■ Accordion Shutter System V. BLADE 1 W OR W 0 H.V. WINDOW BLADE & H.V. BLADE American Shutter Systems Y EY. N DESCRIPTION DATE DRAWN liY: L_D Association, Inc. , I OLD 15-054 07127/17 DAM- 07/27m 4268 Westroads Drive West Palm Beach, FL 33407 DRAWING No I 17-106 4 ANCHORS SPACING I EGEHD MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, MAXIMUM A.S.D. DESIGN PRESSURE v4-o rAPcoN RATING AND A CORRESPONDING MOUNTING TYPE s 1B-e TAPCON XL FOR CONCRETE INSTALLATIONS POURED CONCRETE ALL MOUNTINGS AA THRU GG (SHEET 22) MAXIMUM SPAN USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE A.S.D. DESIGN LOADS (ft) 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 B. 4 1/2- 3 1/2" — 8'-9„ OR LESS 12" 8" 6" 4" 3 3/4" 6" 3 1/2" 3" $ — — UP TO 10„ 6„ 4„ 4„ _ >12'-1" 4" 3 1/2- — — — UP TO 18'-0" 7 1/2" 5 1/2- 4" — — NOTE: ++ + VALID ONLY FOR UP TO 10'-0" SPAN 'SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A.1) TO EXISTING POURED CONCRETE: (Min. Pc - 3192 psi) - 1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4". A.2) TO EXISTING POURED CONCRETE: (Min. f'c = 2899 psi) - 5/16"0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16- TAPCON XL ANCHORS IS 2 1/4-. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE FOR 1/4"0 TAPCON AND 3 5/8' EDGE DISTANCE FOR 5/16.0-TAPCON XL Q HV BLADE ONLY 02017 TILTECO. INC. 0.4416 IL ECO�Nc. ` �O'��'• • ORIDP:'•��e1`1\1 8PTILUT TESTING & ENGINEERING COMPANY • . - \\ M5 N.W. l69, SL. St 305, MGM G•IMENS, iLOKAA 33 Mhone : (30 nlE.—II:5)871-1530 . Faa : (305)871-1531 M tll a: tilt-0aot— I„• r t EB-0008719 WALTER A TI UT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Lie. 0 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter Si OLD 15-084 DRAWING No 1 %-1 O6 12" MIN. CLEARANCE TO BLADE TOP EDGE 1 A HV WINDOW BLADE BLADE'S KNUCKLE 3"0 OPENING (TYP) .0 EO EO FLAT F— PORTION OF BLADE HV WINDOW I 75" ---- ----T .0625' 18 1—� .0625' 0625 i T T EXTERIOR .0625" SECTION X—X SCALE: 1" = 1" 1875" ►Y 0.0625" EXTERIOR I �. X 03.0000 SECTION Y—Y SCALE: 1" = 1" 12' MIN. CLEARANCE TO BLADE BOTTOM EDGE SCALE: 3/8"=1" R1.750 " / j 02.8750 03.7500 X POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV —STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 28). POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT TYPICAL PROPERTIES STANDARD DAWN soc wNOWK REFERENCE_ _ _ —tlgt74/-SCtE-M-_-----PL44ne--- _ I1G.VHIROLO4 3103 IFIIAN 103 ILtiIN, PHYSICAL: SPECIFIC GRAVITY M _H_E AC NI ,A ASTM D792 0.043 Ib/in' 0.043 Ib/in TENSILE YIELD STRENGTH ASTIR 063E 9,400 p.s.i. 9.500 p.s.i. FLEXURAL STRENGTH AT YIELD ASTM. D790 12,500 p.s.i. 13.400 p.s.i. FLEXURAL MODULUS IMPACT: ASTM D790 340.000 p.s.i. 345,000 p-i. NOTCHED ROD ASTM D256 18 FT-Ib/ib 17 FT-Ib/in FIRE BURNING CHARACTFRISTICS_ ASTM D2843 47.2 % 64.5 7 MAX SIAOKE DENSITY RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS SELF IGNITION ASTM D1929 1040 'F 980 'F WEATHERING: ASTM G155 TENSILE STRENGTH AFTER WEATHERING ASTIA 638 9302 p.s.i. 8840 ".1. TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.s.i. 8880 P.s.i. EXTERIOR ELEVATION SCALE: 1" = 1" TYPICAL HV WINDOW BLADE l -A1 AND PO Y,,, .BONATE HV WINDOW DETAIL �yL FLORIDA .'•��iI ENS' �� 02017 TILTECO, INC. ,,�,, 0.44 *• * TL EM�. A.S.S.A. • TILLIT TESTING &ENG COMPANY American Shutter Systems ^ (, ®A T ,1 6JSS t1.W. 36N. St.. Ste. 305, VIRGINIA CARDD6. FLORIDA 3316 Phone : (305)671-1530 . Fax : (305)871 -15J1 Association, Inc. 4268 V/estfoads Drive �IEl1 •—.�5^I, �VVVVVs�an{�7�11 Ea 11M{. a -moil: Hltecn0..j_ EB-0006719 West Palm Beach, FL 33407 •..•• * I.E. SEAL/SIGNATURE/DATE WALTER A TILUT J, P.E. FLORIDA Lic. 9 44167 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion. Shutter System ADE #1 W OR W/O N.V. NINDOW.BLADE & H.V. BLADE 02 DESCRIPTION DATE ORAR71 By: L.C. OLD IS-064 07/27/n DATE: 07/27/17 DRAWING No 17-106 SHEET 27 OF 213 r MAX ALLO WIND SEE CONI DETA SHEI FULL ELEVATION WN. SEPARATION TO ass EXISTING CLASS AND SHEET F'OR IIT1�A� m DO _____________________________7�_ \ _--_-_-_-__ ------ _ _ 5 1 /� \ 1TYP. 6 �� 0 TYP. SYIATT�TTRRICAL CENTERNATES V 2® ���222111"'333111 W/(2QORf2�5 W/0�� (SE��''NOTE 4 ABOVE) PLAN TYPICAL n HV-BLADE WORKING -IN- UNISON WITH HV WINDOW BLADE 1A SHUTTER* ----I'T:S----- -------- •eL STATE OF cam. �iillAniL (� ., P.E. 02017 TILTECO. -INC. IL ECO �N�. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361h, SL. Ste. 305, VINGILM GARDENS. FLORIDA 33 Phone : (305)971-1530 . Far : (305)871 -1531 e-m 1: 6aol.com 0EB-0006006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lie. S 44167 1. MAX. A.S.D. DESIGN PRESSURE RATING: +110; - 110 p.a.f. 2. MAX. SHUTTER SPAN: 96' 3. ALLOWED MOUNTINGS: A. D. G & H ON SHEETS B, 7; AS WELL AS MOUNTINGS M, 0, T. U & W�OON'SHEETS 18 & 19. POUT. SEMUST BE�INCLUDED ONL AT��EXTNG o CEIN CASEEOF OPP 11NG CENTER TER (A) HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES) FOR O PER BLADE AT SPACINGS SHOWN ON SHEEr 27. (a) MIN. CLEARANCE FRO TOP OR BOTTOM EDGE OF W WINDOW BLADE@ OF ANY 3b HOLE FOR SHALL BE 12'. WINDFIRST OR OW BLADE 1W BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV (0) HV WINDOW BLADE 0 MUST BE USED ALTERNATE TO A SOLID HV BLADE tD THROUGHOUT SHUTTER'S WIDTH. (E) MATES SWILL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE 1 AT ERHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW © SHALL BE INSTALLED SO TtM TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW q MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA. INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET IS, AS LIMITED BY SPAN AND AS.D DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13 & 14 AS LIMITED BY SPAN AND AS.D DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). B. MINIMUM SEPARATION TO .GLASS SCHEDULE, PER ASTM E-1996: WIND ZONE NINIMUM SEPARATION TO GLASS 1 THRU 3 1' 4 6.25' 21 � FLORIDA BUILDING CODE (Nan Hioh Velocity Hurricane A.&S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 © 2017 EASTERN METAL SUPPLY, INC. Accordion Shutter DRAWING No 17-106 MINIMUM VARIES ,,,REDOUIRE 6'v 1 1/2'v 0.035- THICK Max. Min. ASTM A-653 GRADE 40 Min. G-60 DALY. STEEL g 436 METAL STUDS AT 16• O.C. �W W I 1 43a ' min 9i REQUIRED MOCIAUM 13/4'x 6 1/4'x 0.035' THICK L6rI.{ 43C ® 6' O.C. 1 CONT. GALV. STEEL TRACK CWwN0. 1 AMU A-653 GRADE 40 Min. G-60 10 6• D.C. 39 ' TO STUDS GALVANIZED FASTENED W/ (2) 86K1/2' TEX SCREWS ON ` EXISTING FINISH AS APPLICABLE 1 INTERIOR & EXTERIOR FACE MIN. SEPARATION EXISTING GLSS—I To cuss SCHEDULE) (SEE EXISTING FINISH I AS APPLICABLE .REQUIRED MINIMUM 1 3/4'x 6 1/4'x 0.035• THICK Min.l CONT. CALV. STEEL TRACK CHANNEL' 43c 43a ASTM A-553 GRADE 40 Min. MEEO { I I GALVAIZED FASTENED 70 STUDS 1 O (2) /6x1/2' TEK SCREWS ON 6" O.C. 0 6' O.C. W/ I.a" & EXTERIOR FACE I 1 Min. pp _ 1/2" !AlO RED RED MINIMUM w /6'x 11/2'x.0.035" THICK " 0 6" O.C. Min. ASTM A-653 GRADE 40 _ STEEL ---��-�-. ?•i MS WALL _ _._Min.-G-60 GALV. METAL STUDS AT i6' O.C. E5 )-___—_—..E3-- {---�i INTO METAL STUD WALLS * * G LI ONS AND CONDITIONS USE FOR BERTHA 1 HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO MFrAL_STUD WALLS 1. MAX. AS DESIGN PRESSURE RATING: +75, - 75 n.s.f. 2. MAX. SHUTTER SPAN: 84" 43c LENGTH + I" 3. ALLOWED MOUNTING: MS ON THIS SHEEP. ¢3 1 /4"0-20X3- BOLT MUST PENETRATE 43c 1" 4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 AR GED N A SYMMETRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE t.373' INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF aI zso° I- 050' a CENTERMATE. 1/4"0-20 THREADS #* BLADE SLACK DETAIL HVF IS VALID FOR 43C _1 ELCO CONSTRUCTION CENTERMATE 21 APPLICATION WITH BLADE@ PRODUCTS FAB—LOK HD �'r�(�� ---- — -- - COMPONENTS LATION EXIST NG FINISH AS APPLICABLE SCALE: 3/8"= 1" (TYP. TOP & BOTTOM) 3 " 1/4" 0035' THICK If, MA I tJ 1Z �y 12•000• Mox•j— f(+1h083' N L OOl�i 3a 1/4"o NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE 3.000" Max. _ _ _ _--_—_ — — _ —_ J) 1 /4x 6 _ n. JCOUr. ZEXISTING GLASS - - - - - - ASTM GALV. 653 GRADE 740CMin. HG±60 '.'r-✓:'A' ♦ I I . w• w`. i I ;ter AID. ••+•-`r`�i ..: .y I I i I i GALVANIZED FASTENED 70 STUDS SYMMETRYCAI_ i W/ (2) g6x1/2• TEK SCREWS ON I MIN. SEPARATION VARIES INTERIOR &EXTERIOR FACE ENTERMATES W/ � *° Y'CENTERMATES W/ :a I i':1 TO GLASS 2- I I trninn .nnrcc nnr.�. ; ; o _ 4_ �_ •;,..: ! ; :AI AIT'CDIr1D Ar`/`CCC CInC '•. i i .. ►"- (SEE SCHEDULE) Max.44) 6' (T1•P.) MN. 4PAAVIW TO @ASS IN 16t1 SEP M1.11 TO Gins IN W/ Itax LOCK (SEE SOMLLE) - 6° Mln. W/ OUf5t0E IDCK (3F 5}EDaE) ______________ _--- =____---------------------------L— ------------- ____ _____=--___ - - __— ---- 1 --- ----- ------ --- - --- r- — -- - --- Y -------------------------------------- --- --- - - —------------ — --- - - W 21 + o D � 21 21 LOCA D AT__---_-----_--_HV HEADER SILL ENDS VIEW Y 12 3 (6" Min.) 24 SIDE CONNECTION TO TRACK _I 7" 6 1/2" MAX. SLACK ** (Cant.) HV9 HVB AAA./AAAi��� HVC BLADE SLACK DETAIL HVF FLORIDA BUILDING CODE (Non High Velocity Hurricane Zo 111,'I'L 02017 TILTECO. INC. ©2017 EASTERN METAL SUPPLY, INC. 1 L�Q •\CENS "'`•'i9? BERTHA HVTM 3/L E C O�Nc A■ S■ S ■A . Accordion Shutter Syster. * : N. BLADE 1 W OR W/O H.V. WINDOW BLADE & H.V. BLA01 TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems EV. N DESCRIPTION DATE DRAWN BY: L.C. STATE OF' : 0355 N.W. 315M St. St.. 305. MRCNA GARDENS. FLORIDA 3316 Association, Inc. 1 OLD I5-064 07/27/17 DATE: 07/27/1 t\� Phone (305)671-1530 . Fox : (305)871-1331 4268 Westroods Drive 2 DRAWING No .�f; .. OR{D : �� 111 a-mQU: tiRttdc.oM-0006719.com West Palm Beach, FL 33407 3 1 7-1 Os ss�4AAL • 111 WALTER A TILLIT Jr. P.E. 4 FLORIDA Ue. #' 44167 S SHEET P.E. S�ALf Slf>NAT E/DATE 6 28A OF 28 MINIMUM WIND ZONE ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 4 4"