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HomeMy WebLinkAboutRevisions, SHUTTERS added on 1 OFFICE USE ONLY: 1 DATE FILED: `9( � PERMIT REVISION FEE: RECEIPT# ctJ PLANNING& DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 APPLICATION.FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE DRESS: , tq DETAILED DESCRIPTION OF PROJECT REVISIONS: adAed I . CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAMELiaAb -) �l ADDRESS.; CITY: �L -( p.��{� STATE: ( ZIP: j PHONE (DAYTIME: `7-7 FAX: ARCHITECT/ENGINEER INFORMATION: i I NAME: ADDRESS: CITY: STATE: - Z9kI PHONE (DAYTIME): {irk, i f. SLCCC: 9/23/09 Revised 06130/17 4 r I I OFFICE USE ONLY: f DATE FILED: PERMIT# �© I O l REVISION FEE: RECEIPT# PLANNING& DEVELOPMENT SERVICES BUILDING&CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE DRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME' ' -�-IA ADDRESS- CITY: �Lq" �- c 'v;C �' STATE: i— I ZIP: L PHONE (DAYTIME: - FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): SLCCC: 9123109 r : Revised 06130/17 Z I L. NC. TILLIT TESTING & ENGINEERING COMPANY WALTERA.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 FL C.A.License No.0006719 PRODUCT EVALUATION REPORT REPORT NO.: 20-0714.01 DATE: July 14, 2020 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Storm Panels PRODUCT NAME: 0.050" BERTHA ALUMINUM STORM PANEL (2.25" DEEP) MANUFACTURER: Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID# 1906)to th,e Eastern (Metal Supply, Inc, Rule Chapter No.61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being g issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1.PRODUCT EVALUATION DOCUMENT (P E D )• Drawing No. 20-182, titled "0.050" BERTHA ALUMINUM STORM PANEL (2.25 DEEP)", sheets 1, 1A thru 14 of 14 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0710812020. Thi drawing is an integral part of this Evaluation Report. c/7 Von OR �Z VIEWEDIst CODE COMPLIANC lz� •����NSF ���i ST. LUCIE COUNT o. 44167 BOCC 11 C®p� �=.�o' FSTATE OF e `er'= „c' R 6355 N.W. 36th Street, Suite 305, Miami,Florida 33166 -Phone: (305) 871-1530-Fax: PRODUCT EVALUATION REPORT NO.20-0714.01 2 2.2.TEST REPORTS: Large missile l impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per section 1709.5.2, per ASTM E-330..Test reports prepared by American Testing Lab of South Report No. 0121.01-98R, dated April 28, 1999, signed by Tony Sivore and signed and sealed by William R. Mehner, P.E., Report No. 0329.01-00, dated May 20, 2000, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E.,',Report No. 0525.01-00, dated April 26, 2000, signed and sealed by William R. Mehner, P.E., Report No. 0512.01-03, dated May 22, 2003, signed and sealed by William R. Mehner, P.E., and Report No. 0617.02-04, dated May 17, 2005, signed and sealed by Henry Hattem, P.E. Test Report#0221.01-01, per TAS 201, 202 and 203, dated 05/02/01, signed and sealed by William R. Mehner, P.E., and Henry Hattem, P.E. Tensile test report No. 5EM-499 by OC Metallurgical, Inc., dated June 1, 20059 signed and sealed by Frank Grate, P.E. Mill certificates from Easco Aluminum (extruders) certify aluminum alloys and temper for components. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 0.050" Bertha Aluminum Storm Panel (2.25n Deep)for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 09/07/05, signed and sealed by Walter A.-Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard. 4. WIND LOADS RESISTANCE: 0.050" Bertha Aluminum Storm Panel (2.25" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated an sheet 5 of Product Evaluation Document (P.E.D.), drawing No. 20-182. Maximum Anchor Spacing shall be as indicated on sheets 6, 7, 8, 9 and 10, of Product Evaluation Document (P.E.D.), drawing No.20482. 0.050"Bertha Aluminum Storm Panel(2.25"Deep) has been verified for code compliance to work as a non-porous storm shutter assembly, as 'per SSTD 12-99 Standards. Provisions for interaorlY jgl;pgvable panels is indicated on sheets 8, 9, 10. 13 and 14 of Product Eva[ 100T f (P.E.D), drawing No. 20-182. �GENS ti F No. 44167 l -fir STATE OF E�N`���\ 1 PRODUCT EVALUATION REPORT NO.20-0714.01 3 S. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 2 3 4 5 8 9 and 11 thru 14, of Product Evaluation Document (P.E.D.), drawing No. 20-182. Minimum separation to glass shall be'as indicated on sheets 3, 4, 8 and 9, !of Product Evaluation Document (P.E.D.), drawing No. 20-182. 6, MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 1A, of Product Evaluation Document (P.E.D.), drawing No. 20482. Anchor specifications shall be as indicated on sheets 6, 7, 8, 9 and 10, of Product Evaluation Document(P.E.D.), drawing No. 20-182. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 8, 9, 10 and 11, indicated on sheet 1, of Product Evaluation Document (P.E.D.), drawing No. 20- 182 prepared;by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on;section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). A. T14 ``'�IIIII{{I41IIIl/l//l��/ r _� - - _ No. 44167 STATE OF ;'�� WATILL 01ll/l i n NINN \ DA TILTECO ADMON RECORDS 1 P.E.REPORT.201 EASTERN METAL SUPPLY,INC.10.050"BERTHA ALUMINUM STORM PANEL(2.25'DEEP)1 DRWG#20-1821 REPORT#2M714.01 1 it GENERAL NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUAT70N DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE NOTES: WITH THE 2020(7Nf MWON)OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL WZ BE INSTALLED AT NIGH VELOCITY B.0 MINIMUM EMBEDMENT OF TAPCON, ELCO PANELMATE, AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK HURRICANE ZONES(M/AMI-DADS/BROWARD COUNTIES). UNIT SHALL BE 1 1/4'. 1 3/6'FOR ZAMAC NAILIN ANCHORS AND 1 1/8"FOR RED HEAD DYNABOLT SLEEVE ANCHORS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION1609 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS 8.2) 7/6'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd= 0.85, SHALL BE PERMITTED. 1/I 0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST, AND I- USING ASCE 7-16 SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST 8.3)MINIMUM EMBEDMENT OF 1/4 V x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8-INTO THE CONCRETE BLOCK. NO REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 1N ORDER TO COMPARE THESE W/MAX. (A.S.D)DESIGN EMBEDMENT INTO STUCCO SHALL BE PERMI1TED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. MINIMUM SHOULD STUCCO EXIST, AND 1'MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 53N INCREASE B.4)IN CAS£THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON 7NE EXISTING WALL,ANCHORS SHALL B£ IN ALLOWABLE STRESS FOR WIND LOADS WASHQj USED!N THEIR ANALYSIS. A DURATION FACTOR CD=1.60 WAS USED FOR LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN VERIFICATION OF FASTENERS IN WOOD. 8.1)AND 8.2)ABOVE. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF 7NE RECOMMENDATIONS AND SPEClF7CA7lONS OF THE ANCHOR'S THE ABOVE MENTIONED CODE AS PER ATL REPORTS 1 0121.01-98R, 1 0329.01-00, 1 0525.01-00 AND 1051E01-03 AND MANUFACTURER. 10617.02-04,AS PER IMPACT TESTING EQUIVALENT TO ASTM E-1996 STANDARD &ASTM E 330-02 STANDARD, LIMITED TO INSTALLATIONS WITHIN WIND ZONES 1, 2&3 AS DEFINED BY ASTM E-1996 STANDARD;AND/0221.01-01 PER TAS 201, 202&20 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 8(SHEET 3&4 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 5004-H34 ALLOY. OF 9)EXCEPT THAT HEADERS 3, 4 &5 SHALL NOT BE USED. 3. ALL ALUMINUM EXTRUSIONS SS((ALL BE ALUMINUM ASSLJQATION 6063-7-6 ALLOY& TEMPER UNLESS OTHERWISE NOTED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS To BE STORM PANEL COMPONENTS fU4 STUDDED PLATE AND{(0 SNAP CAP ARE PATENT PENDING. ALL ALUMINUM EXTRUSIONS IN CONTACT ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL BUILDINGS. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A1Sl SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 50018 W/50 ksl YIELD STRENGTH AND 90 ksl TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 241I.3.5.4. 10. (a) THIS P.E.D. PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 35 ks/MINIMUM YIELD STRENGTH. he. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVLATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. (A) TO EXISTING POURED CONCRETE: CONSTRUCTION SAFETY AT SITE 1S THE CONTRACTOR'S RESPONSIBILITY. - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. (c) THIS P.F.D, WILL BE CONSIDERED INVALID If ALTERED 8Y ANY MEANS. - 1/4-0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON), AS MANUFACTURED BY TRU-FAST CORPORATION. - 1/4"0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS INC. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE - 1/4"0 x 7/8"CALK-IN ANCHORS OR ELCO mole&female "PANELMATE"AS MANUFACTURED ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR 7C PROPER USE IL THE P.E.D. BY DLlYALT, INC. AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE - 114'0 x 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, SOLT&SPECIALTY COMPANY. SPECIFIC DRAWINGS FOR REVIEW. NOTES (e) THIS P.F.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF 1APCON ANCHORS IS 1 3/4' FOR ZAMAC NAILIN ANCHORS IS 1 3/8,- PREPARED IT. FOR ELCO PANELMATE ANCHORS IS 1 3/4-AND FOR CF TAP-GRIP ANCHORS IS 1 1/4'. 11. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. A.2)SHALL rALK-INPER ANCHORS SHALL 8E ENTIRELY EMBEDDED INTO 1N£ LONG CONCRETE NO EMBEDMENT INTO STUCCO LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. SHALL B£PERMITTED. !/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A.3)MINIMUM EMBEDMENT OF III R x 3/4'ALL POINTS SOLID-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 EXIST, AND 1'MINIMUM FOR WALLS WITH NO STUCCO. A.4)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLDOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS THIS DRAWING SHALL ONLY BE USED TO INDICATED ON NOTES A.1)&A.2)ABOVE. OBTAIN PERMITS IN THE STATE OF FLORIDA - - --- - -- (B) TO EXISTING CONCRETE BLOCK WALL' - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON).AS MANUFACTURED BY TRU-FAST CORPORATION. - 1/4-0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 1/4"0 x 7/8'CALK-IN ANCHORS OR ELCO male &female 'PANELMATE'AS MANUFACTURED ����IIII�IIII�lffffi� BY DEWALT, INC. AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. �i FLORIDA BUILDING CODE Non Hi h Veloct- 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. ��Q- ✓ 9 Iy HILTTIcone Zone - 1/4'0 RED HEAD DYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. ;�;••'��GENgF'•.,'f'S� 02020 TILTECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL MP No.44167 (2.25' DEEP) DRAWN Br * *_ ' pp EASTERN METAL SUPPLY, INC 71812020 Cl- 11lo E C O 1 N C. 4268 WEST ROADS DRIVE DATE TATE OF ;��= WEST PALM BEACH.FL 33407 TILLLT TESTING&ENGINEERING COMPANY PHONE:(561)209-8263 F " sa.,N.�.M.St,Ste am,NPfiA a16laN[R]]19a 7/ � 40RIR �Sa vnwa;famla>,_,sa0,F FA% (561)841-1716 20—I82 CA-0006719 nv,x, maoomoN att �,w o vtt DRAWING No ss(dNA4��,z' WALTER A TLER Jr.P.E. an,»aa /a roa ffHf FLORIDA Uc.®44167 SHEET 1 OF 14 14.845-(TOTAL WIDTH) 8S45-(TOTAL WONH) N ' 12.000-(EFFECTIVE WIDTH) -I i-6.000-(EFFEVRW VADTN)-1 T560' h 3 Ya'. 2560'�000' 2� R250• I.J00' &500' 1.500' t.500'-f.500' } 1.300 .1900 7.500' JS R.125' R?50• r R.125 r. I ®A6 APPNCITBE(1-)- I . 1 rY AS APP{A•ABIE .ITS- .725• R.T30• 7R.125' } ' � .075'IIJ2ER25' 200. 07-(- -{� -I II g n g y 2.I25' 3.897 2123' I-2125'y .075' 'N 240' R.10 FULL ALUMINUM PANEL W/HEMMED EDGES __6HALF ALUMINUM PANEL Wf HEMMED EDGEST3tD• '- FULL R. O 'U' HEADER Tsar• f- 15.119-(TOTAL MOTH) 9.119-(TOTAL WIDTH) 03 h` HEADER Q4 3- Max. -U` BUILD OUT Jam rf2.000'(EFFECTIVE W107N) -i I---6.000'(EFFECTIVE WSDTN).-I SCYE:J/6--r• sCVf:3/B•-r ./90• P. I.500' A5D0' 1.300' 4.500' I.500' 1.500, 4.500' 1.500' .TI4' ti -® AB APPIJGIBIE(rm7 I -Ia A9 AMf1GAE fr') I r. $ o QQ $ ti , I .1B8• a .188' � _ i$.I c •� '� 1 } I N .J7t $ Td .50 h u R'W "I"Ip I� �( 1- I 2.125' JB9/' 2.125' T715'-I N _i �D 1.950' R.06r I-.090' .090' Ol FULL ALUM/NUM PANEL W/O HEMMED EDGES �A1 HALF ALUM/NUM PANEL W/O HEMMED EDG ,093' ® REVERSED F' ANGLEES �+• Ja00'uw,r. TRACK ©STORM PANEL O7 3 8- B. O. 7A 3 4' B. O. J74 3'ANGLE BUILD OUT 'F` TRACK 'F` TRACK 1� -.D9+• BRACKET scue:J/e•-r• swc:J/e•-f• S I T t :.JA'_ ' .t65L .160'i/rAMTmSIO A ,S GE (DlSFO 125• �JL E0 vON LEG LOGRON 2.o0D' . rcr 063 ( I Aus h A7se ® '" TRACK ANGLE 875' A.050'OR.060• �t I 3.000• 09J• �$,5 1 4 4 30MUD4 SERIES 17 2'x5'(IIIAX.)xf/8` DETAIL 1: STUD W/DIE CAST ZINC �d Eo6E a-(D 11 2'x 5' (Max.) x .125'ANGLE �S' O SPACINGS ANGLE MD 1O J/B•-r• ANGLE WITH STUD NICKEL PLATED WING NUTSHOWN ON SECTIONS./ .5/8.-1- OPTION 1 OPTION 2 093' �! 12 KEYHOLE AT PANEL lr - .27- .2T5' 114'0J04� IRNT .78s' TL PNTE B4J --- .66� 730 IVl/G 11'O.C. !• ^ SEE 093- AfAfINNT _ PlA2 (JAT/.1 LINE 1 \ 'I1� 78I + •1, I T000' 2.760-813- d mx aF© n j 10 STUDDED ANGLE T�-R7.eze' N f- '�• 608.I-TS Aum ALIc-- .J09' H 5' (A;B/D1Trou ux �� 379 KEY HOLE WASHER 12A ROUND HO f AT PAN mg J10.S-M191-A(pY FOR 1/a a-20:1' = s :3/8'-r (OPTION TO 12) STUDDED PLATE SCREW FAP.Is ....... �T�''., FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone E�S�C••���'� 02020 TILTECO,INC. D.D. ' BERTHA ALUMINUM STORM PANEL u.P 1+• _ No.44167 (2.25- DEEP) DRAWN er. * `•.* C EASTERN METAL SUPPLY, INC 71BA020 EC O I N C. 426E WEST ROADS DRIVE CAM TATE OF E WEST PAW BEACH,FL.33407 16.3f16x7 x14` LONG WALL PLATE - .p (v` 11LLIT TESTING k ENGINEERING CONPANY PHONE:(561)209-B263 �7 ><• P C(,`: 8361 p.W.]6trl.4,9a Jf6,wPpWA WBUO5,R.1r168 rA)L• 561 841-1716 20-1B2 . roe.i(soe)87f-15w.Fm:(]65JU71-19]f ( )STATE:J/re'_I• `/ S LO RIO CA-0008719 xv.We ,Izcf�„al „tt xo Ixs,aP„ox DRAWING Al. �D�pq 4s167 1 aD 17� SHEET 7A OF rt I —TOP TRACK (SEE COMPONENTS, SH£EF 1A OF 9) ' CONCRETE ANCHORS (SEE SCHEDULE) "_l 1Min, I J M n. 0 0 0 0 0 0 rr_ _ ___r_r_r_ ___r_r_-_r___r-r_r_.I_I __T I I_r-�_1I___r_r_I I r_-II___r_T__i_T___r_r_7_----r-r-r-r-_T_r_r_r__-r_r_T�-- I I I I I I I I I I I I I I I I I I I I 1 1 I II � l � l i ! 11L � i i I I I � o tPTlv I ( o i w I i i I I ( � 1 ! a• W ! I I 1 I LLE" I i i J JJJI i_ I -h- i :I i CONCRETE ANCHORS (SEE SCHEDULE) 3"a MMin 1 . 1Max. L BOTTOM TRACK STORM PANEL TYPICAL ELEVATION (SfE COMPONENTS SHEET 1A) A?•'��CENSF '�? SCALE. 1/8"= J" z o.44167 ,c••'r10R10P.���. � �114" Max. GAP �I 114"Max. GAP 11� Hit TYR FLORIDA BUILDING CODE Non High V610city Hurricane Zone) \ 02020 TLTECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL ALP (2.25' DEEP) mw!/9r A EASTERN METAL SUPPLY, INC 71812az6 SECTION A-A I 11. E C O INC. 1266 WEST BOAOS.. 041E• WEST PAW BEAM FL 33M7 TILLR TESTING @ ENGINEEHING COMPANY PHONE:(561)209-6265 aac H.W.]6N.SL•Sla.y7:NgGPW ONIDd;it yt66 SCALE: 1/8"= 1' 6nwn:(xiepTl-iyo.rd:pos)aTi-lyl FAX.(581)611-1718 — 8Z CA-0006719 av,xa ocuernow wrc Im.w oewrrlox wa DRAIWNG No WALTER A.TLIR Jr.P.E. fIARI OA Lie. 44167 t em tTb,e /e 4 SHEET 2 or 14 TAPMN$7A1LAC k4kR:RID HE9D O 'T,C'FMATCAP i RNw�AU(w OR !0 cant. \ DT YN'��•T,cif CTA✓'-G r M' OYN4001T,CF LAP-(:RIP,dfX-W OR O E2L'O YN{/FEM4LE PANLIMATE TAPCONS,ALL PONE SZD SEL I ELM MNL/FFL(4L£PANL m BCO \ 8 Z4U C N lUµ RED HEAD 0048%7,, ANCHORS '� FFANLE PANE3llATE h (SEE saRAwE FAR sPaavc)^� a� �YE—\ (SEE scNErn/tE FOR SPACING) 4 Cant. (SEE srnmuc FOR sPAcax) .rE— 4 Cont. g ANCIlORS(SEE SCHEDULE FAR SPAGNG POURED \ POURED POUREDCONCR_ I CONCRETE CONCRETE REQUIRED w a' C o R£ONRED w N o REQUIRED t9i \ i h o I I i \ \ I J Cont. ' \\ I ! `1•MINIMUM W \\\\ \\\ 8 I"MINIMUM 1"MINIMUM SEPARATION TO I I 1 SEPARATN TO I MINAfumT I SEPARATION TO A CLASS -- GLASS = SEPARATION TO—I w" Yn GLASS �Z 1/4'0-20 x 3/4" 7 BOLTS W/7/8 x •2 J/J2'WING NUT 0 N" 1T O.C. v g 1/4"0-20 x J!4• 7119 x 3/J2"WING NUT I J Z BOLTS W/7/e r I 0 1.2 0.C. y WING NUT 0 K I 12'O. C,� � POURED -�cs " CONCRETE W I g ' POURED —/ , / - I / 3 I O OR CONCRETE o I POURED W / -} POURED BLOCK WALL ' / ETE BLOCXOR � �1.CONCRETE I -1 �1 CONCRETE REQUIRED Lam-- REQUIRED --r OR CONCRETE J—E- OR CONCRETE 7 Cont. BLOCK WALL -___� I BLOCK WALL �,,TT --r------0 REQUIRED / 6 Cont. REQUIRED / 'g \ Mi%4"0-20 M. S. rA&AC N ALL PEED SOUO SLT, % r T FW��X- / g WfUN,Rm HFAWI / vI `�\ W/NUT 0 12.0.G. rAPcays,1A4t4C _Hj�lCr M M'TUN,RID NEAR O171aB0U, /Cf 7M-GRIP.C/EK-W OR ELM MAT£/FELML.E PAN£tANTE i 07NABOLT.CF TUUE PP,CALKS OROr ELM MALF./fEM4LE H9NELw ' Cont. ANTfWRS /iFMAIE PM'FLwiE TAIL-ONT,7.M4AC FCIRPI. C4 11 coat. ANCHORS(STE SCHEDULE FOR SPACING) (SEE SCHEDULE FOR SPAGNC) I EL NAtf/fFJiALF PANELd41rrN OR (SEE SCHEDULE FOR SPACING) ANCHORS (SEE SCHEDULE FOR SPACING) SECTION ®ANCHOR WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 SCALE,J/B•_ I• SECTION 3 SCALE:J/B"- 1• SECTION 4 SrAL£: 31e-= I I*MINIMUM ++ x 3/32"WING NUT I z SEPARA 17ON TO 0 1 GLASS I I 7 E D. EDGE DISTANCE 2"o. C. SHEETS sMUL j O4 IVllillililpl4 W RNISRED WALL tat`IIIE�A.�lj pll (w/STUCCO) � NOTE FOR COMBINATION OF SECTIONS. 44167 1/4"0W POURED I 80L75 a CONCRETE I13 0. CNG NUT 0 WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE STATE Of 1- I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. �'F POURED 1L� OR CONCRETE /f` CONCRETE -( BLOCK OR CONCRETEREQUIRED j REQUIRED �i BLOCK WALL L� / _ 'AA IfONAtinto DrNOq OF NAXIN,RID H" I \ ry OYNAOOLT,Cf TAp-CR8 Ei1lX-M' ELCO fNf F/FDWX PANEUVITE Cont. sEcrroN �sruD rye s�crrIDOLE FOR SPACING) / FLORIDA BUILDING CODE (Non High Velocity Hurrioone Zone) 02020 TILTECO,INC. 0.050' BERTHA ALUMINUM STORM PANEL M.P WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION (2.25" DEEP) DRAWN EASTERN METAL SUPPLY, INC 7/e/— SECTION 1 SCALE:3/8'- I" SECTION 2A SCALE:J/B•= 1' ®� ST WE 682 BEACHTL 3S407 TILLIT TESTING &ENGINEERING COMPANY PHONE:(561)200-B263 _ Lt,m.":(So�mSi`-t w'. ":11txi+7el�t-mtS'tee TAX:(56QB41-1716 20-182 NOTE:DETAIL OF SECTION TA STUD VALID ALSO FOR WALL MOUNTING INSTALLATION-S£CT/ON 2(TOP) CA-000671 B ¢v,u. mmrno+ /2 pn.Lw o�vnox n4re ORAW/NC No WALIER A 11LLR Jr.P.E. FLORIDA Lk.¢44167 as ta�na n : SHEET 3 OF 14 UPCONS,UIX-W OR¢fA YIL TAPLVA LIM/C NVlIN 10 Cont. EFMUE PANELWIE ANCHORS T�5�-N OR�UW 7/a a WING NUT ONLY OR TAP-GRIP,GIIX-ALE N (SEE SCHEDULE MR SNcHG) \ FUME PANDANIE ANCHORS \ �_APPLICABLE AT OR ELLV ALALE/FEMALE I \ f/4'0-20 S.S.MACHINE E D. (SEE SCHEDUE fDA SPAL'WCJ E. D. (SEE SCHMIAE FOR 801T W/NUT @•WASHER E.D. MALE PANELAfATE(TIP.) sPACNc)IDULE FOR O I2 O. C. �� .{, CALK-IN,ALL POINTS SOUR-SET OR POURED CONCRETE I I POURED CONCRETE I ELCO MALF/FEMALE PAN£LM41E ANCHORS --{ REOU/REO I f REQUIRED I--1'-};I I I (SEE SCHEDULE FOR SPACING) • __ POURED \� \�� CONCRETE REQUIRED POURED o ALTERNATE I ORNCONCRETE CfC LOCAnON I BLOCK WALL —ZJCovt II i —`/CON. 9 C-t. i j REONRED�\ \\ \\ 1/4"P-zD x J�4-- I I T BOLTS W/7/B r I I O 1'MINIMUM I I'MINIMUM W 3/120.WlNC NUT O I 1 0 0 SEPARA77ON TO y xI y 0�55 W SEPARATION TO I —� 12 G. I = I'MINIMUM CLASS I W I'UNAfUAf I H -SEPARATION 70 I I / I SEPARATON TO— I CUSS I I u 1/4"0-20 x 314' I70L75 W/7/8 4 q J/JZ'WING NUT O I O I I a ALYERN47E 12'0. C LEG LOCARON 1//4'0 ! II 3-20 I _O9Coc J/J2'WING BOLTS N/eT"Ox 11 O. C. W/7/8 WING NUTYO I i \ i Cant. 12 O. C. j POURED d I CONCRETE �CRETER W / _ B BLOCK WALL BLOCK WALL REQUIRED REQUIRED //, 7/✓./�/^i :/';✓i7/� / / :/� 4 ,i J-- r I"Min 1�1.000 ///'/ �//' �' r / CALK-IN,ALL POINTS SCUD-SET OR // 1'Min. 1'0(1RE0 LWiCR£IF r-1' '. I'- S —T- POURm CaNREiE / ELCO MALE/FfMALE PANELMATE ANCHORS / -- TAPCMAf lAWC IUR.6J Rm HFAO I L 1/4'0-20 S.S.MACHINE m I // REaaRLD I jj (SEE SCHEDULE FOR SPACING) BOLT W/NUT&WASHER TAPLI7N$c1Ur-w OR ECLD •,t� /, TAPCM C"-&OR ELco MLK-IN O(n 0 ONLY),EF TAP-CRw I EIAIF✓� PANE"VI OR NC20 MMF/FEAIALf O f2"O. C. (SEE S HEDULEFANEL�FOR ANCHORS £0. fElS1LE PANfI1UTf ANO'IORS �-- E.D. (SEElSCHE ANC'NORS (SEE SCHEDULE FOR SPACENG) - / (SEE SpIEDU[F FOR SPAUMO) 11 ConL (SEE SCHEDULE FOR SPAONGJ BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.) - SECTION 5 scALE:J/B"_ I INSTALLATION - SECTION S INSTALLATION - SECTION 7 - SECTION 8 SCALE:JIB'- I' SCALE:JIB"= I' SCALE:J/B'= I" •SCREWS USED AT ANCHORS MAY BE T/4 o-20 SIDE I"MINIMUM ! WALK BOLT W/®OR 1/40-20 TRUSS HEAD BOLT SEPARATION 70— I W/®& GLASS I •SIDE WALK BOLTS ARE 5/4 0,3/327HICK HEAD MACHINE SCREW W/LENGTH AS PER NOTES A2 I 114"0W/ r J 4' f. D. = EDGE DISTANCE &8.2(SHEET I). Cont. -- BOLTS W/7/UT (SEE SCHEDULE ON 9 � SHEET B&7 'TRUSS HEAD BOLTS ARE 1/2'0x1/8'THICK HEAD J/JT' C NUT O ) MACHINE SCREW W/LENGTH AS PER NOTES A2& 12 O. C. 8.2(SHEET I) 1.000'I I I J-Otb NOTE FOR COMBINATION OF SECWNS ul I— WALL/FLOOR/CEILING MOUNTING SECTIONS +. UI(E``Ii1CL/T AAAAAi'' TA�.C IN ANCHORS AW4/. E D.111 COMBINED IN ANY WAY TO SUIT ANY INSTAL, "'• �Q .� FLORIDA BUILDING CODE Non High Velocity Hu cons Zone) (SEE SCHEWLE FOR SPACAYO) �Q; �,ENSF '.; ©2020 TLLTECO.INC.POURED CONCR£T£� 0.050' BERTHA ALUMINUM STORM PANEL ALP REQUIRED `�D•44167 '':•*' (2.25- DEEP) DRAWN BY.. 7/B/7020 FLOOR MOUNTING INSTALLATION EASTERN 42METAL 63 WEST D SUPPLY, INC DATE, $ZATE 0 AV L E C WEST PALM BEACH,FL AM =7 - SECTION SA scALE:J/B = r' L�R�p a�� TILLIT TESTING&ENGINEERING COMPANY PHONE:(561)209-0263 F 0 I!JN P.N, 36.3,9.X1 IIAM"GkF AC R MIN Tax:(s61)e41-nte 20-182 '`v PAern.(]p5�71-16]0.r.:(]OS)6'1f-1331 x` HuIO N Al \���`'``` WAL7ER�A.T�1 44167 ecv2 xe osxcNPnoAR wx,xP O aauniw waDRAWMC FOIi ... POURED CONCRETEOR II II POURED CONCRETE RCONCRETE EQUIRED BLOCK WALL \ V J'I i OR CONCRET BLOCK WALL REQUI\ II POURED CONCRETE 1A H-14 OR POURED ~ II CONCRETE BLOCK 6063-76 ALLOY ContarAt—ANGLE CONCRETE OR WITH ANCHORS® 12"O. C. 1 CONCRETE BLOCK WALL REQUIRED / WALL REQUIRED CONCRETE 2500-Ar, ANCHORS ORS 2.500'` A ® 12"O. C. M �n CONCRETE s in. A r ANCHORS \ \. \ \ �\ i/a CAP \ 1 \\Y r r O 12'O. C. VARIES J" c II \ 4 ! )REQUIRED ALWAYS ��f' Ma L_s— 0 Ir--O OR®OR O 1.000 _ _ 9 _ _ __� ' C h / `\ OR®OR®OR O 2-r 2-x.055- ALTERNATE LEG LOCA7/N 7 2"r 4"r.725' / / 2"Max. \ TO 2'x 5"r.055" J105-H14 OR 6065-76 ALLOY Cont.Alum.ANGLE %r O `� \ II OR Cont.At...ANGLE OR —__ — __�=J OR.080'J105-H154 � SHEET METAL At... <I 114.0 BOLT 4"x 4-r.072' BEVY PLA7E ®JAC O. C. Cmi.Alum. OR 6063-76 ALLOY W/JACKNU7 Conf.Alum.ANGLE 1 CASE A (Plan) CASE B (Plan) CASE C (Plan,2 SCALE. '/4-_ '" CASE D (Plan) SCALE.- 1/4 = 1" SCALE.- 1/4"= 1' END CLOSURES DETAILS SCALE.• 114-= r MAXIMUM A.S.D. DESIGN PRESSURE RATING (g.s.f. AND CORRESPONDING MAXIMUM PANEL LENGTH 1" 11 CONNC CONCRETE_\ 00 7 M/n BLOCK WALL 1 (OPEN POSITION+) i ,X" SCHEDULE FOR A GIVEN PANEL SYSTEM REQUIRED . POURED CONCRETE j(0 'D) OR CONCRETE BLOCK TAPCN ANCHORS OR / WALL REQUIRED ALL POINT SOLID-SET—\ AWNUM III— PANEL LENGTH (SEE SCHEDULE FOR SPACING) SD.DESIGN L(!t.) / I +MOTE:SNAP CAP(iTJ A. PRESSURE RATING �� r I REMAIN CLOSED AT NON ( \ I HURRICANE CONDI110N5. I MOUNANC W/ MOUNTING W/ WALL MOUNTI�',,�'11 jo h h"HEADER 3� -71"HEADER JQ CNPONENT`LJ&® CONT. +30.0, -30.0 12'-1l" 12'-11" 12-11" +30.0, -35.0 12'-11' 12'-11" 12'-11" I SEPARATION I �1 SEPAR477ON TO CLASS i r CONT. +35.0. -40.0 12'-0" 12'-0" 12'-0" I To GLASS I 7 B'x J/JT- WIN +40.0, -45.0 !l'-2' 1I'-2" 11'-2" 1 ZJu £A.EA.STTUf® `\ UDPOURED O +45.0, -50.0 10'-7' 10'-4' 10'-7" CONT. r I CONCRETE OR CASE E (Plan) CONCR BLOCK WALL +50.0, -55.0 TO'-0" 9'-4" 10'-0' /�+� I REQUIRED / CONT. SCALE.. 1/4'= 1" POURED CONCR£lE / , (OPEN POSITION+) +55.0, -60.0 9'-7" ---- 8'-6' 9'-7- OR CONCRETE BLOCK •-� SECTION @ STUD _ WALL REQUIRED i- TYP. TOPIBOTTOM +60.0, -65.0 9'-2' 7'-9" 9'-2- TAPCON ANCHORS OR J ALL POINT SOLID-SET LONT. +65.0, -70.0 B'_9' 7'-2" 8,-9. (SEE SCHEDULE FOR SPACING) (OPEN POSITION+) �""NO114 AIR. MOUNTING INSTALLATION +70.0, -75.0 8'-6' 6'-B" 8'-6" ��` �R�`-!?tom 1�., FLORIDA BUILDING CODE Non High Velocl Hu cone Zone QV�.••' J✓ SECTION 9 ( �9 h ,may': ��GENSF'",P a2o2G TILTECO,INC. 0.050' BERTHA ALUMINUM STORM PANEL CRAMP +75.0, -80.0 8'-2" 6'-3" 8'-2" r ! SCALE: 3/8'= 1" (225' DEEP) CRAM er. No.44167 = EASTERN METAL SUPPLY INC 7/6/2G2D NOTE: MINIMUM PANEL LENGTH 1S 3'-0" _ * •:is= �C 0 1 W 4268 WEST ROADS DRIVE t DATE WEST PAW BEACH,FL 55407 STATE OF =� TILLIT TESTING&ENGINEERING COMPANY PHONE:(561)209-8267 /��/ cCOR10Q �� � AT65xw.'"".s+.a".'°'."msa cwoixs."yl°` EA(:(581�41-1716 10-182C' .r J N,ma:(]0lJB)1-15]0.Ew:(]ClJe]t-19]I / CA-000671 mv,r» oagevlpw ya m•,M, o3cwP0ar� arz DRAWING No•� /// , SI0NA1�ENa``` FLORIDA a 44167 ; qD']-011 A'F ; SHEET 6 OF 14 TI2S SCIlEiNRE 1NIXG7E5 REOURRED ANLYKW SPACING MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s.f.) AND CORRESPONDING MAXIMUM ANCHOR FOR A MEN ASD.DESIGN LOAD AND PANEL LENGTH, H08EM LNK/MUM PANEL LENGTH FOR A GNW E. D. EDGE DISTANCE ASD.DESIGN LOU)MLLST 8E YER'BED AS PER SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES SCHEO7RE ON SH27 l MAXIMUM MAXIMUM ANCHORS SPACING FOR E A -3 1/2-•• M4X'ISMDUM MAXIMUM ANCHORS SPACING FOR E D. J 1/2- Y •• APPLCIBLE TO 1L10Mf/M ASD. APPLICABLE TO WWII DESIGNF12' TAPCONS IAMAC NARNr CALK-IN S17r!!!D-SET PANELU4TES CF TAP-GRIP SECTIONS p& PANEL DESIGN 2AM4C N4fUN PRESSURE RED NO.DYN4BOL7 PRESSURE TAPCONS RID HD.DW44WLT C"-IN SOLID-SET Awfu ITES CF TAP-GRIP SECTIONS I& PANEL ANY COM&N471 LENGTH RABNG COMBWARO LENGTH RATING TO ro ro TO ! TO TO TO TO ro ro TO OF THEM ETE 1LLSOfLPYCONYILTE MISONT r CONCRETEI MASONRY CONCRETE MASONRY CONCRETE MASONRY CONCRETE M4SONR1' Z (�) •.. CONCRETEMASONRY CONCRETE MASONRYCONCRETE M4TONR( CONCRETELASONRY CONCRFIE MASONRY CONCREIF TO TO 10 To M I M450NRYOF THEM Y'(H.f 10 - rz++ - 12- - - 12• 12- - I (Top) 12' _ 12-++ _ 12- - - - 12' - lo- - 1(top) I to" 1z++� 1z' 1 s 1r 1z' 12' ^7z' 12" 110 }/2- f.e(BOTTOM) iz" a" :2'+ iz' iz` 5' rz" rz' 72' rz' 1r 1/2':6 1/2" 1. RF(B017OM) 12- - iz'++y-- 12" 12_ 12• 12' Iz' - 12' I - 2 g+(TOP) 12' 6• i1'+ - 72' 12" 12' 12' 12" I _ 11 1/2' - 2, 9f(TDP) 12' 1o• 12-"' 12— 12' a' - - 12' 12' 12' 10 1/2• 2(BOTTOM) 12, j 6' 12++I r2' 12' j 5' - - 12 12' 11 r/z` 6 1/2' z(BOTTOM) 12' 10' 12++ 12' 12' ` B. - r 12' I 12' 12- 10 1/2- 2A(BOTTOM) 1z- I s' iz"++� 12" 12' 1 5• - - 12• 12- IT 1/2' 6 1/2' 2A (BOTTOM) +ss.D, -4110 12' - 12 +; - 12' - - - 12- - 12' j - 3&4 (TOP) 5'-0" 135.0, -40.0 12' - 12'++— 12' - - I - 12' - 11 7 /2'1 - J&4(TOP) OR 12' 10' 12'++1 12' 12• B. - - 12' 12' 12' 110 1/2' J(BOTTOM) OR OR 12 6" 12'++ i2" I2' S' - - 12' I2• if f/2',6 7/2" J(BOTTOM) JO'-0' �. ++{ ..._ ....�' _— i LESS - + .....,__ -..__._ LESS 12' r0 12' 12" 12" 8 12 }y 12' _10 1/2 4(BOTTOM) LESS 12 6' 12' 12• r2" 5- - 12' I 12' IF 1/2'16 1/2' 4(BOTTOM) TO 12 12-++ - 1z" - 12 .L_. _. 12- -....... "5 OP _12• -1Z i2' ' - _-. --- 72' 1 r 12 __— 12=1!" I (top)^ i 1 / 5(fop) )z 10' 12' 1z' 1z' a• - - 1z' ! rz' 1z' ;ro t/z' s(80TTol4) rz' 6' 12•++ 1z• 12- 5' - - iz' rz' it 1/2' 6 1/2 s(BOTTOM) 12' - - - 12" j - - t - 12' - - - 6(TOP) f0' I - - - lO• - - - J2 - - 6(TOP) rz' - - - 12' - - ! - rz' - - - 6(BOTTOM) 8' - - - 8' I ; 6(BOTTOM) - S 80nOM 12 - M - - �7BOppM 7- - 1 - 7' - - 9 i/2- - _ EO � 11' - - - iz' I - - - 12' - - 7(BOTTOM) 7' - - - 7• _ -- -_..- ----_ 7O` - - - 7(BOTTOM) 12" 6' 12 12- 12- 12' - - B(TOP BOTTOM - - - -----� / ) - rz' - 12- 1 12- 12- 12' - - (TOR/BOTTOM) ++' 12' 12' 12' 11 — 12- 1 (TOP) + ONLY TAPCON ANCHORS OR ALL POIA7 SOLID-SET ALLOWED FOR MOUNTING SECTION 9. 12" B' 12"++ 12- 12" 6' 72' ! _ 12• 12" rz' rz- !a 1/z" r. 9*(sonoM) t ++ ANCHORS SPACING ONLY VAUD FOR 2AM4C NVI-IN. r2• - rz'++ 12• rz- I 12- rz' 12• 12' - 12• - z, 9F(rOP) 4 SEE SHEET 8&9 FOR ANCHORS TYPE&SPACING 11 8' 12'+ I2' f2' 6" - 12" 12• 12" 18 1/2' 2(BOTTOM) FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS 12' B• 12++� 12, 12 1 12" 12' t8 1/2' 24 (BOTTOM) MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2'EDGE DISTANCE. ++ FOR E.aLESS THAN 3 i/2;REDUCE ANCHOR SPACING BY +JAQ-40.0 12' - 12' - 12' - - j - 12" - 12- - 3&4 (TOP) MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING +r I FACTORS (Min.E,D. FOR CALK-IN ANCHORS&ELCO OR 17' 8" 12' 12' I2' 6' - 1 - i2' 12' 12' 6 1/2' J(BOTTOM) JB'-0' PANELMATE IS 2 1/2;AND J 1/2-FOR SOLID-SET ANCHORS). LESS 12- a' 12++I 12• 12' i 6' - ! - T2" 12' 12" 18 1/2" 4(BOTTOM) TO 12' - 12-++ - 12- - - - 12" 12' - 5(TOP) 10-0' ACTUAL E D. FACTOR 7AM4C NMLW 12' 8' r2"++j 12' _ 12.- 6" 12' 12- 12• 1.8 1/2- _5(BOTTOM) TAPCON /D714BOLT ,CALK-!N SOLID-SET CF TAP-GRIP I ANE1/dAIES 12` - - i - 12" T2" - - - 6(TOP) 3- - .86 .75 .78 1.00 1o'_ i - - - 1o' _ _ _ 12 _ _ _ 6(BOTTOM) z 1/2' - 71 so - BD -- 2" .50 - - g• g _ _ _ 12' _ _ _ 7(BOTTOM) 1 1/2' .J5 - - - - - rz' 6• 12' I 12- 12" 1 12' - - B(TOP/80770M) ��u1 unnlulf, A.FIZZ;" FLORIDA BUILDING CODE (Non High VsIocTi`)7 Hurricano Zone) \ SLc''••P� 02020 TILTECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL M,p No.44167 = (2.25' DEEP) DRAWN Er. EASTERN METAL SUPPLY INC 7AIID20 ••* ' O 1 N C. 4268 WEST ROADS DRIVE 1 DATE 'a STATE OF ,-Q` TIWT TESTING&ENGINEERING COMPANY SPHONE:(561)209 8287 BEACH,FL �0T � 0•. F 'LGr�.� azss N.w.�mn. ,na sos,wmmr GwoO v.rt v,ea •. <ORIDP �L ,,,•. AA(o1e -,sao.Tm: TAX:(56)e4-76 20-182 F0 CA-0005719 . DRWW No W�� urstDnN ' e aii 0D 11°°' 7°f'°' � sxeL7 6 Or 24 HERS SCHIDUIE 104AIM REQUIRED ANCHOR SPACING FOR A GNEN ASD.AMON LOW AND PANEL LMOTH. MAX111fW A SD DESIGN PBSSUM RATQYG (ems f) AND CORR�pONDINC �uexnvr>a� enrrunu HOWEVER"wwa!PANE`LENGTH FAR A ChFN ASD.DESIGN LOAD MUST BE VFFIRED AS PER E. D. -EDGE DISTANCE SCHEDULE LW SHEET 4. _SPACTEG Arr7lT+nrTU FORLUAT-t_e77ONa TATO CONCRbM AM C-ON+oc+mcT arn.,r.MrrirnrW". .J MAXIMUM MAXIMUM ANCHORS SPACING FOR E.D. -3 1/2-" MAXIMUM MAXIMUM ANCHORS SPACING FOR E.D. 3 1/2-"" A.S.D. APPIJC48LE TO LL IMUM ASS, DESIGN IALIAC NNUN/ APPLICABLE TO lkTOIIIR ANY PRESSURE TAPCONS RED HD.DYNABOLT CALK-R`' SOLID-SET PANELM4IES CF TAP-GRIP BECKONS f& PANEL DESIGN SU TAPCONB D No.NNLI CALK-W SOUO-SET PANLiAfA1E5 CF TAP-GRIP SECTIONS f& PANEL COMOINATI LENGTH PR£SSYERE REp HD.DYNIBDLT RATING ANY COMBINATI LENGTH s J ro ro ro ro ID i ro ro ro ID ro TO 1 TD OF THEM 2'(N.) TO ro ro ro ro TV— ro ro TO ro TD ro OF THEY CP 1 (p.s.F.J 1'(ft.) CONCRETE COmxEIE LLASONRY mNCRETE;MASONRY 4Y/NYRETEiLKSLSNRY CONCRETE MASONRY CONCRETE;YISONRY MASONRY AOHCRE7E MASONRY CONCRETE MASONRY CONUIETE,f4SD,d4Y CONCRETE MASONRY COAV?ETE MASONRY 12' - r2'++1 - 12" - - - 12' - 12' i - f (TOP) B• - 7'++ - 9• - - - !z' - s' - } (TOP) 12' 6- 12'++ 12- 12' S' 12' 12, 12' 12' 12- 7' 1, 9+(BOTTOM) 12' 5' /I'++ f0' 12' i 4' 12" 12• 12• 9 7/2" 9- I 5' I, 9+(BOTTOM) r2' - 12'++ - 12' - 12' 17- 12• - 12• - 2,9+(T0P) I2' - 9•++ - 12' - 12' IZ' 12' - 9' - 2, 9+(TOP) 12• 6' 12++ I2- 72" 5' - - 12' 12" 12' 7- 2(BOTTOM) 12" S' it++ }0' 12' 4- - - 12' 9 1/2" 9' S' 2(BOTTOM) 11" 6' 12'++' 12" 12' S' - 12' ` 12' /2' r 7• 2A(BOTTOM) 72• 5' It"++ to' 12' 4• - - 12' 9 !/Z' 9 S' 2A(BOTTOM) +310,-40.0 12• - 12++ - l7' - 12' - 12' 1 - J&4(TOP) B•-0• >tSiO -600 12- _ 11++I _ 12• _ _ _ 72- _ y- ! _ J&a(TOP) B'-D' 70 fT 6' 12++ 12' 12' 5' 12' 1 12' 12" 7' 3(BOTTOM) OR 70 12' S" 11'++ 10' 12- I 4- - - 12- 9 1/2- 9- 5' 3(BOTTOM) OR LES +55.0.-60.0 12' 6' 72•++ 12- 12' 5' - - 12' I 12' 12- 7' 4(BOTTOM) S +75.0,-80.0 T2• 5' Ji'+ 10' 12' I 4' - - 12- 9 1/2• 9- I 5- 4(BDTIOMI CBS _. _-, _.._-.__�_.__�__—.._- 1z' - !2'++ - rz' - - 72' - 12 - s(TOP) !z' - rr++ - 1z' - - 72' 9' 5(TOP) --- -_..- ++---- -- -- -- -— f ---- ---- -- -- --._ ... - - 12• 6_,. 12' 12' 12_ 5 - - 12, -f2_ 12 T__5(BOTTOM) 12' S' lY }0' 12' 9 1/2• 9' S' 5(80TTOM) 12' 6(TOP) � 1 - - _ - 10 1/2- 8• _ _ _ 8• _ 12• 6(BOTTOM) 6• _ _ _ 6- _ _ _ 8' - 6(BOTTOM) — —�--1O 1/2• - _ _ 5A BOTTOM _ _ _ _ _ _ _ 5A 807TOM 7 OP 5' S' I - - J 1/2 7(BOTTOM) 6• _ _ _ _ _ 6- {i-- B' - - I _ 7(BOTTOM) - - - 12' - 12" f2' 12' 12' - - B(TOP/BOTTOM) - - - - I2' i _ 12' I 12' r2' 6' ---r B(TOP/BOTTOM) 6• _ 5,++� - 6' I 9 1/2-f - 4' ! - I (Top) 4-++ - 5' - - I - .----�— --t— B I - 3" I3 //2- 1 (TOP) 9•++i 6. 1T• J• 12' 12' 12' 8' 7 1/2-i 4- r• 9f(BOTTOM) 10' 3' B'++I 7" IO' 3" 17' 12" 12' 7' 6 1/7' - 1,9t(B07TOM) 12' - 9'++I - l i' 12' 12' 12" I - 7 1/2'•I - 2. 9+(TOP _ ++ I - I ro- - - 1z• - r2' I2' rz' - 6 1/2' - z. 9+(TOP) 9'++ 8' ft' 3" - - 12' 8' 7 1/2' 4' 2(BOTTOM) TO" J• '++ 7" JO• J' - - 12' 7' 6 1/2- J 1/2- 2(BOTTOM) 9'++ B. 11• 3• /T 8- 7 1/2-i 4' 24 (BOTTOM) f0' 4• B'++ 7- f0' 3' - - 12' 7- 6 }/2'�J 1/2' 7A(80TTOM) +J50,-40.5 71' - 9'++ - }1' ( - 12' - 7 1/2-' - 3&4 (TOP) +55.0•-Liao 10• - B'++ - 10' _ _ _ 72• _ 6 1/2• _ 3&4(TOP) 70 }1' �-4' 9'++ 8' 17' J" - i - 12' 8• 7 1/2'I 4- 3(BOTTOM) >B'-0' TO 10' 3' 8'++ 7- 10' 12' 7' 6 7/2'13 1/2' 3(BOTTOM) >8'-0' +55(1,-600 L1• 4• 9'++, B' IT' J. - - 12' 8' 7 1/2.1 4- 4(BOTTOM) TO +750,-BOO 10' J' 8'++ 7- f0" J' - - 12' 7' 6 //2' 3 1/2' 4(BOTTOM) TO I1' - 9'++ it' - - - f2' - 7 1/2• - 5(TOP) 1?=0' to' - 8.++ _ to- I - - - 12' - 6 I/2' - 5(TOP) 9-7. 11, 4- 9-++I 8- Il- 3- - - 12' 1 8' 7 1/2" 4- 5(BOTTOM) 9' J" 8-++ 7- 9- J' - - 12' 16 1/7' 6 1/2"IJ 7/1' S(80TKTM) 6- - - - 6' - - - 8 1/2-I - - - 6(TOP) 6''� _ _ 6• _ _ _ 7 LIZ�; - - - 6(TOP) 5- _ _ _ 5• _ _ _ 7' _ - 1 6(BOTTOM) 5' J - - - 5• _ _ _ 6 I/2-f 6(BOTTOM) 4• _ _ _ 4- _ _ _ 6 1/2- _ _ 54 BOTTOM _ _ _ _ 54 BOT To 7 P 4' 4' - - 5 7/2' - - � - 7 P 5' -+l2 6 1/2• - - - 7(807TOM) 4" - - - 4' - - - 6' - - - 7(BOTTOM)6' 12• 12' 6' - - (TOP/@07TOM) - - - - _ I 6' 72• J2' 12' 6' - - s(roP/eorroM) ONLY TAPCON ANCHORS OR ALL POINT SOLID-SET ALLOWED FOR ACTUAL FACTOR + MOUNTING SECTION 9. ���" ?-A.I T11 LI1j/1i E. D 7.tuac NNUN ++ANCHORS SPACING ONLY APPLICABLE TO 2AM4C twuN ANCHORS `�`�P\••.......... •�/T 1�y FLORIDA BUILDING CODE (Non High Velocity Hu cons Zone TAPCON /DMWaT CALK-IN SOLID-SET CF TAP-GRIP + SEE SHEET 7&8 FOR ANCHORS TYPE&SPACING FOR INSTALLATIONS ,S�. �C EN `� P�+ ATE Intro WOOD FRAME BUILDINGS SF ...��z 02020 nuECO.INC. O.OSO' BERTHA ALUMINUM STORM PANEL MP .86 .75 .78 1.00 MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/2'EDGE LHS7ANCE No.44167 = (2.29• DEEP) DRAWN BY• 44 S FOR E.D.LESS ThAN 3 1/2;REDUCE ANCHOR SPACING BY 2 I/2" - ,71 .50 - .80 FACTORS. (MM. D.FLN7 CALK-IN ANCHORS& FOLLOWING *:�Q* - 7/B/70A EASTERN METAL SUPPLY, INC _ _ 1 L E C O 1 N C. 4t6B WEST ROM DPoYE LATE: PANQAL4T£IS 2 1/2;AND J l/2'FOR SOLD-SET ANCHORS). �� 2' - .50 - FOR 7HIS OPERAITON TO BE MADE(EDUCED SPACINGS RESULTING / P ,� LLIT TESTING h ENWNEERINO COMPANY PHONE(461)409 8263 T FROM APPLYING ABOVE FACTORS S1NLL NOT RESULT ON SPACINGS �� O�ID �� xw.��•s.p.•]os,hracurtA wRmR R Alta4 FAY-(46I�tf-7710 Z�-�8'1 LESS 7}LW J''FOR ALL ANCHORS(EXCEPT +4.5'FOR 161 \ r,�:(w�7sTt-tawLwa)ea-tmt RED HD. DYNABOLT ANCHORS). F14yJ ZONAL���NX� WALTER ACA-DTWT1 J,P.E �.s' �t6gp� °�5 drz DRAH7NG N. FLORIDA Lie.g 44167 =- A SHEET 7 OF 04 CONCRETE ANCHORS f^ (SEE SCHEDULE) CONCRETESSCHEDULE) (7 1/4-Max. GAP $ (SEE SCHEDULE), 1/4"Max. GAP \\\ I _ h \ c 1 CO'POURED C W i d I I REOWRED 'I I URED yi I 3 coot. C17PONCRE7E REQUIRED I f f 2 Cone. SECTION 9- I SCALE: 1/6"= 1" II f I f i I NC-�i I I 1 m SSNG I 1 . W GLASS -1 1•Nin.SEPARARON i a 148/6, 14A/6, ' 15;16B/7 15,16A/7 I t uiro cross TwN I I W TO cuss 1 (WHOLE) (WHOLES) ! I BUT NOTCHED 1/4"-200"S.S. I 1 1 EA CORNER ® SIDEWALK BOLTS BOTTOM I 16 SHOWN. AS I SE£DETAILS 2/7 O y J 2/15. (WHOLE) 1 ! I 7 I DETAIL z/i W 1 W/7/8•m x 3/JQ2• f I I I h I B 6 I f. 8 INTERIORLY REMOVABLE 1/4'020 'S.s Cs..S.PANELl(W/ J2' SIDEWALK BOLTS /o/uwN 12i I fI tl $ �. (SEE DETAILS ,'%/i� /,� 1'/f� I S f 1 6 0 ..T 7 0 1• 2/7, 2f 14) CONNECTED POURED + I O I CONCRETE AT G N { .I .. ® OR CONCRETE N 6"O.0& BLOCK WALL o I POURED f l ! + I 1 1 -- - - I FASTENED AT REAR REWIRED m I I coNCRErE I i I JI jJ ;-' - - - -- {• --- - - W/7/8 Ox3/32" I 1 I REOOGutT WALL 's RE ! 1 !WING NU7 G EVERY f +2" 7 OR OO OR 1 i SIDEWALK BOLT. C I-/ + CONCRETE ANCHORS J75' 14B/6, 14A/6, (SEE SCHEDULE) 15,168/7 15,16A/7' C I CONCRETE ANCHORS) / J75• \\ I-j.—�— CONCRETE ANCHORS(SEE SCHEDULE) ,T"-.= ConL (SEE SCHEDULE) Max. Mox. INIFRL0.6Y RaeOVABLE PANEL SIOEVLALIC BOLTS EE DETAIL 2)1 Min. I Min. , CON, TE.7O IAA THRU HOLES AT 6®6.O.0&FASTENED SECTION 1OA SECTION 1OB AT REAR W 7/8•mxJ/J2 WING NUT EbERY SIDEWALK BOLT. INTERIORLY REMOVABLE STORM PANEL WALL MOUNrING INVALLAriONS PARTIAL ELEVATION Y SECTIONS 10 SCALE: 1/8'= 1" SCALE:3/8'- 1" INSTALLATIONS VALID FOR NELS S JOINTLY WITH INTERIORLY REMOVABLE PANELS 1 `"ENAHIIII/Npp i I FLORIDA BUILDING CODE (Non High Ve1ool Hurrioone Zone 02020 TILTECO,INC. 0.050' BERTHA ALUMINUM STORM PANEL UP No 44167 (2.25- DEEP) MWN W. * *' II. E C O �Ne, EASTERN METAL SUPPLY, INC 7/B/2o2a 4269 WEST ROADS DRIVE DATE.- STATE OF :4 f WEST PAW BEACH,EL 33407 TALLIT TESTING h ENOINEERINO COMPANY PHONE.(661)209-8267 �J,� F P 4•": sus u.w.36M.. FAY-(s61)a♦1—ms 20-182 �, Pw v (ZT)8E7'1xI53 CA-0006719 An.w oocnPnav an wv.w os®Pnol an DRAWNG Ab WALTER A TRLI7 Jr.P.E ac n m6 R s FLORIDA Lie.1/4 167 WET 8 OF 14 CONCRETE ANCHORS E D• CONCRETE ANCHORS E. D. CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE)\ I (SEE SCHEDULE)``�I N. (SEE SCHEDULE) E D,_ (SEE SCHEDULE)`\ POURED POURED \ E.D. POURED CONCRETE N POURED CONCRETE I�I !ll REQUIRED -EQ.- -EQ.i REQUIRED 1� +-CO.T-EO.- \ CONCRETE � -EQ. I £Q.--j \ REQUIRED EQ.-II -EQ.- \ I - I —O cone. I I I I I I I i a I I I t pro s A naN GLASS 1 I I I I I_r Mr70 sc£P�TION I 1 Mfro s�Trox I a 1 1'Um.SEPARATION I 1 8 I W r TO cuss DETAIL g W I 6 I I • � I I I 1.-.._ (� tl r 7/8•o x J/J2 e Q I I Q I ! WING NUT 0 I 16 I I I 4 10 I -EVERY STUD I II 7WINBG'N Ux'.g® r1'Q.C. EVERY ,7/8'0 3/32' 1 WING NUT® o �Cnt I 1 I 16 I III I q I I I D j I i I ] '�O r- WING NUTO� 0 . 17 EVERY Cot ® 0.0 Cot. L \� I f/77//_ �7/ 'I 4 7i 777 EDGGE OF I ry I �� I LOCAT70N ry I I 7 I I POURED CONCRETE) i 1. / ALTERNATE LEG SLAB IF ! •• REQUIRED APPLICABLE --�A--- Cant. L Y/8 CONCRETE ANCHORS EDGE Of / EDGE OF ALTERNATE L£C —£ -J I I I i SCAB i; POURED CONCRETE 1--.I -Ad IF 1' (SEE SCHEDULE) Arll. •; REQUIRED APPLC4BLE I I /� ---- POURED CONCRETE SCHEDULE �1 / CONCRETE CONCRETE ANCHORS�� r /��y>/i/��.��/••/:'�'//��� /)ly//ff (SEE SCHEDULE) 'ffrF------E D. I REQUIRED (S££SCHEDULE) ED.� I I II,!_t•„�i p INTERIORLY REMOVABLE PANEL QW/-' I I CONCRETE CONCRETE ANCHORS�u / SECTION 11A SECTION I IO SIDEWALK 80LT5(SEE DETAIL 1) u REQUIRED (SEE SCHEDULE) CONN D TO B iHRU 5/B m CEILING & FLOOR MOUNTING INSTALLATIONS HOLES AT 0 B'DC k FASTENED AT REAR W 7/BOxJ/J2•WWC NUT SECTION 12A SECTION IZB INTERIORLY REMOVABLE PANEL Qt W/J SECTIONS 1 1 0 EVERY SIDEWALK BOLT. SIDEWALK BOLTS,(1EE DETAIL 1) {i/ N CONN TED 70 l THRU 5/B'm SCALE:3/8'- I• CEILING & FLOOR MOUNTING INSTALLATIONS A°S,ATW 7180 r3/32''.TENUD .1875' 1/4•-2 '8S 5YDf%%X BOLTS, SECTIONS 1 Z - 0 EVERY SIDEWALK 80LT. 16 i"iroRLrD Pa ri g 7HRU KEY HOLE O B'0.0. SCALE:JIB 1' W/1/4=2D AT REAR. . o`HOT C. a- IRE"°"� INSTALLATIONS VALID FOR PANELS n USED JOINTLY - ---- WING /' PAHf1 WITH INTERIORLY REMOVABLE PANELS n — — ^• I P�•' EN ✓p��,- FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) E.D. = EDGE OSTANCE - - ®3020 T47ECo,INC. 0.050" BERTHA ALUMINUM STORM PANEL M.P SHEE SCHEDULE& 7)N - No.44167 (2.25' DEEP) DRAWN Br. .1875"-1 I = _ * B L E C O ,Nc, EASTERN METAL SUPPLY, INC 7/8/2020 750" 1/''HOLE 0 B'O.C• ATE OF ST68 wEsr ROADS o9NE arc• NOTE FOR COMOfNAROM OF S£CRONS: /� WEST PAW BEACH,FL.33407 DETAIL 2 - INSTALLATION OF !14'x1' FLOOR CEILING MOUN77MG SECTIONS CAN BE / "iG L P''��� ;eoTlsxeO sue.30"G�N�IHoM COMPANY A% (561�119 17163 20-182 / /// . Pnmu:(3m)en-spa.Fm:(ns)m,-,v, SIDEWALK BOLTS 0 REMOVABLE PANEL COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 'AiT/sS+ONtA;,� �3�� WALTER A TM71�r.P� w ox Eurz av w ocsmmo wrz DR4WmG fm SLXLE I.-/' FLORIDA Lk.'Q 44167 ' I SHEET 9 OF 14 MAXIMUM A.S.D. DESIGN PRESSURE RATING (ps f4) AND CORRESPONDING MAXIMUM AnrrwnR SPACING SCHEDULE FOR LVMLLA77ONS IN CONCRETE AND CONCRETE BLOCK STRUCTURES A=a� laww AI,ON/6 SPACtW iP4 f 0.�i 1/2'• APP1lfAHE ro PRESQlPf. AEaUTAR IAPLTX6 benF-RO'�4 ZIYtC Nt¢.P! CYIf-d mItrRT tP rAP-GRt^ PANVJY PAML w PLw 410 SS.TARW! StLlp`8'/a Il4tlltuw Rw61 RA1n:G(oalJ ANY cawHNlnOII LE1\cM i'(R) ro cawvtie ro 6Loar to Lmnsrt to ecae6 ro caw>are ro BtOrx 1a cvnarrz ro®ac1 ro rnloecrc ro 1Aarx ro cTirmTe met— ro� ro e¢aK 71'22 ro eloOr ro lxvrtwETc ma- 12' w rRLv WA 12" NIA N/A WA 12" NIA N/A WA NIA N/A 12" WA WA 12" WA 10(IMP) 12' 4" 12' f0' N/A WA 12" 9' NIA N/A WA WA 12' 8 7 1/2- 12' 6" 104(80770m) f2' WA 12' 7" N/A NIA 12' 8 1/2' N/A NIA WA N/A 12' 6' 5 1/2" 12' 4' IOB(BOTTOM) 11 1/2- NIA 12' NIA NIA N/A 12' N/A NIA N/A NIA NIA 12" WA NIA 12' N/A 11(717P) .63.5.-6J5 B 1/2 WA 12' WA NIA WA 7 1/2" N/A NIA N/A NIA N/A 11 1/2" N/A NIA B 1/2- N/A 1IA(BOTTOM) 9'-0'OR LESS NIA NIA WA N/A NIA WA WA NIArNIA NIA NIA J' NIA J" NIA J• NIA 116(BOTTOM) JNIA /2' NIA 12" WA N/A N/A 12" WA NIA NIA NIA 12' WA 12' WA 12' WA 12(TOP) /2' WA f2' N/A N/A WA 7 1/2' WA NIAN/A N/A 11 1/2' N/A 11• N/A 9!/2" N/A 721(BOTTOM) J' WA N/A N/A WA NIA J' NIA N/A N/A NIA 4- NIA 4- N/A 4' WA 126(BOTTOM) E. D. = EDGE DISTANCE UWMUIW ANCHOR SPACINGS ARE VAUD ANCHORS LfGEND y REDUCE ANCHOR SPACING MUL77PPLYINGG s a NG SHOWN ON SCHEDULE eY iI E FOLLFOR E D LESS OWING FACTORS. *# LIMITED TO 5'-4"' MAX. SPAN. u (NOTE:Min.E.A FOR CALK-IN ANCHORS IS 2 f/27 ANCHOR TYPE ANCHOR FOR THIS OPER177ON TO BE POSIBLE,REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE PACING LESS THAN MINIMUM PACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. 410 S.S. TAPCON,ZAMAC NAILING, J 0' FACTOR CF TAP GRIP,PANELMATE OR PANELHATE PLUS CALK ACIWLL E.D. REGULAR TAPCON& 7AH4C WVN,CROE-FLEX SS4& CALK-IN SOLID-SET CF TAP-GRIP -IN T.5' 470 S.S. ALI TAPOON PANELTE OR PANELMATE PLUS SOUP-SE/ J.5" J" - .66 .75 .78 l.00 2 1/2" - .71 .50 - .BO CRETE FEE(S54 s,p• .50 _ _ _ REGULAR TAPOON IN BLOCK 4.0" OJ5 _ _ _ _ REGULAR TAPOON IN CONCRETE JO" ��",!%P A�TI(��rAA,,�, y1:•'�WENgF'•.P'may FLORIDA BUILDING CODE Non HI h Veloe y Hurricane Zone 02020 TILTECO,INC. 0.050' BERTHA ALUMINUM STORM PANEL M.P s No,44167 (2.25 DEEP) DRAWN er * `*- EASTERN METAL SUPPLY, INC 71612020 TATE OF ;��2 IT M �91 . 4268 WEST ROADS DRIVE LWTF-- WEST PALM BEACH,FL 33407 LQq}Q TILER TESTING&ENGINEERING COMPANY PHDNEI(561)200-8263 \ sass rLw.ieu.n.51..w6.n6ceu OVmws.n 7J14 7 � 2-G'��i Q1V ��� Paww:Lia5WT1-1510.ra.:Lms7s71-wl TAE(Sfi1)BN-1716 20-182 u;�N,p;,��" wALTER A00436711..P.E "° �Pno� a,< a.. 0�0� o rr DRAWING He FLORIDA Lie./411 I, i wn u�a /eR ; SHEET 10 OF 14 I'x 2'x.125'(A&.) ' - ALUM. TUBE W/1/4.0 �--• / 1/40 LAC SCREWS a 6" LAC SCREWS &6'O.C. 1/4 0 LAC SCREWS o 6" I OC. W/1 I/2'Min. / --W/1 1/2'Mfn• THREADED I !/4'0 LAC SCREWS 0 ,' 1/4"0 LAG SCREWS O.C. W/r 1/z'MM. \ j� / PENETRATION TO CXIS77NO r THREADED PENETRATION 7D / ,• 6'O.C. W/1 1/Z"Min. 6'O.C. W/I 12"M'n. !7NREAOED PENETRATION it7 ' WOOD HEADER. I IX/STING WOOD HEADER. \ EXISTING WOOD HEADER. THREADED PENEIRA77ON TO THR&tOED PEN TLON TO t EXISTING WOOD N1itOFR. r'EX'=WOOD HEADER. / r J r x C_' O_'.5DO' Q230' .500' 0.250' 1 U../ Max. �' f1.300"2 2Mirr. Mfn. I / 12 2" / 2 77 3 Cont. I Q Cont. i ym. I —Q Cont. LI• r�i]•'-. I �•'' ' ((''�� , . Min.,..-;• 4 0 f�LJ.�,.. I i Cont. tl L— I Cont. N.. W000 H&1D WOOD HEADER I o WOOD HFAOER 1 —.WOOD HEADER IInn R�flIRED ID 1dnn REOWRED I REOU/RED m REOUlREO REQUIRED I c I ] o yY11 I r'yl"UA! I N ' z i"YIMNUM I Z L" I SEPAlL1T70N 10 C i"NWfMUy N SEPARATION TO i �. 2 I 2 CIFSS o SEPARATION 10 I v CLASS GLASS ALTERNATIVE I } /�_ `— I 0 x J/4'/71Y mBULLOEX TIX SCREWS 1/4"0 x J/4-RW BUILDEX®s'O.C. .Q � TEIr SCREWS 0 6"O.C. _.. 1'MfRWUN 4UL1 i 1/4TOL 0W-2 0 x D" / I ---p•/ 0500' SEPARATION 70 SEPAMTIN To 76GLASS GLASS 7/8 0 x 3132• O a x L I k I 4 WING NUT o C J 4'0-20 x i /J2'WING f a I EVERY STUD 0 w Min.I �500 BOLT W/ A6n. I .500'l I 57 D e 1"2R O.CI '! -!z'O. C. S / • '. x' 7/e•0 x J/J2++II Mfn.' NUT®EVERY I I EVERY STUD® f 114 EC ,: ., I STUD® 12'O.C. x / 12'0.C. ` �� �. 1 L rl._1-l.:•.; I ' W .I ,' 1n 6 Cont. SOOL75 W O7/6 /• Eo L-I J 1 / `^ I�0 ConL WODD S�UD ,` J/J?'W0. . NUT /II 1 o VCant W[ On7UD T 1/4"0-20 S S RE IR£D\• 1 1 W - /A 4'0p,, C. CJ BOLTS 6 12'O.C 1 , E0 1 ' I I REWRED, ! c Cone W/NUT&W4SHER ��1, I �4'0!AG SCRElYS I' LI ' 1.000' t0 coot ' 1 �` 1/a0 LAG SCREWS 0 6• / 7"r<'x.725'(Min.) ti s•D.c. w/r 1//z'M;n. �1/40 LAG SCREWS 0 6' { i O.C. W/1 1/2-Min. 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SOUTHERN PINE No. Z W/SPECIFIC DENSITY OF 0.55 OR EQUAL. I'1 i DscD' 1/40 LAG SCREWS O 6' `IgN11111f11111II/I/ 2. , •• D.C. W/1 1/2'Mr'n. �``,`��R A,r�CC/T E U/R THREADED PENETRATION 41 � ✓ FLORIDA BUILDING CODE Non High Velocl Hu cone Zone MfDW/D1N OF PLATE P.•'' ENS 02020 nLTErn.INC. 0.050' BERTHA ALUMINUM STORM PANEL ALP F N07E FOR COMBlNAT70N OF SECTIONS: No.44167 WALL MOUNTING SECHONS CAN BE COMBINED (2.28- DEEP) DRAWN Br. ALTERNATIVE 3 ` �—_ * e' IN ANY war To suer ANY wsrAuanoN. EASTERN METAL SUPPLY, INC 7/8/2020 o' STATE OF ¢ L C O INC. 4265 WEST ROADS DRIVE D41D WEST PALM BEACH,FL 33407 TILLIT TESMG&ENGINEERING COMPANY PHONE:(561)209-8265 (�\ mSs x.c-lau.54 An]oq Yumw.l WAEr6,n!]lee FAIL•(561)841-1716 20-182 V Rmne:(lOS1811-1910.Fm;(!W)6/1-le]t sS/ONALEe;r``r CA-0006719 an,w oaaeemx wrz AtY.w o6m/DaH a[ DRAWING Ah I7//INIINIIIIININ WALTER A TILLIT Jr.P.E FLORIDA Lie.S 44167 7 SMELT li OF}/ 1/4"0 LAG SCREWS®6"0. 9 40.C. WG SCREW' 0 4'40.0C. W/i 112 SCREWS S .LAG 0 C. W/} 1/2"Min. THREADED ri/4"0-20 ELCO THREADED PENETRATION THREADED PENETRATION PENETRATION 70 EXISTING WOOD J male//emote TO EXISTING WOOD BEAM f TO IXISON0 WOOD BEAM_. HEADER. '—\ T''r PANELMATf a 12' 7 / I� 11 Cont. I 0. C. ® © & , �OP-POSITION WOOD BEAM.)EXISTING ®s o. C. ® Q 1 ' _4�x e'(M/n.)IXfSTING •W/7 7 8"Min. ( / +B•(Min.)IXISTIM1O / 1/4'0-20 S.S.BOLTS® / / Et5 STRUCTURAL ADEQUACY E WOOD BEAM REQUIRED. PE7NElRAT/ON 1 4"0 LAG SCREWS 0 STRUCTURAL ADEOUACY 12'O. O W/NUT&WASHER 1 ' / OF EXISTING WOOD BEAM 0.250" !T -TNRFADED C. P£NETRA770Nm. TO BE CERTIAED BY o BlmERn Dos BEAM REGISTERED ENGINEER OR TO EXISTING WOOD REGISTERED ENGINEER OR Max. C- I 1 j HEADER. ARCHITECT PRIOR TO ARCHITECT PRIOR TO I I I SHUTTER INSTALLATION. SHUTTER INSTALLATION. D. 00" I COM. I 2" I 1 Min. O Cont. Min. I 3 •' m Min.. 9 3 3 .,"•WOOD HEADER �;, I o �-I---1/4"¢ 5 0 REQUIRED W Cont. I fId 1 3 WOOD HEADER 1 I 2 I 80LTS W/7/8 x yl Cont. REQUIRED o •^•',I' 3/32'W1NC NUT m I'MINIMUM I yl I 2 WOOD HEADER I I ® 12'O. C. ® 1 y �? SEPARATION TO I y I W REQUIRED I 4W' }"MINIMUM &®6"0. C ®�+�+ 1"MINIMUM i GLASS I y I W y I O SEPARATION TO I ku }"MINIMUM I r ' SEPARATON TO I 1 2 GLASS 2 .— 0 SEPARATION T I GLASS I I W ALTERNATIVE 8 GLASS 1"MINIMUM SEPARATON TO I GL45S — — — CONT. T/a m rTw BurtD£x 7/8"x J/J2• i Z TEK SCREWS 0 6"O.C. I c a I t I 17 NUT s u J r2"Q.c a 1/4'0-20 x I 7 I I J/4"DOLTS W, _ 2",6" x - - WOOD DECK f 7/B"r 3/J2 I / I I EO ! ��I WOOD DECK REOU/R£O WING NUT 0 I 4 EO .i"" _I J I - Cont. 1" I f REQUIRED g OORCont _L 1 12'O.C._1 —_ I i EO 7" ED / I. 1/4'0 LAG SCREWS® �4IJ Mo 50D'C `_ WOOD \ 6"0.C. W/1 1/2"Min. t Y ( 1/4"0-70 ELCO PLATE �y ' t `—THREADED PENETRATION male//emote REQUIRED 0 MIDW/DTH OF PLATE, 0.500" PANt:LMATE 0 12" / I I —ALIERNATE PLAT ! II r 0. C W/1 7/8' , , �4 1�.OM. r '"I �7/4'0-20 x 3�4" LEC LOCATION —'PENETRATION® A !" f RE IRm\ 1 M/DW 07H OF PLATE ` (OPEN POSITION•) 14"0 LAG SCREWS® G�1/4.0 fAG SL^REWS B 8pL75 W/ O,C. W/1 1 2"Min. 4'O.C W/1 1 2"Min. J 32"WfNG NUT WObD'STUD Min. t // // / hAi L1770d }2'0. C. 0 24'0. C. 20 S.S.BOLTS® r\ IRfOUIRED 0. C W/NUT&WASHER. '� 1 I % 1 1•MINIMUM OO AL TERNAT1 VE 1 AL TERNA TI VE 2 Cont. �! TD M77O I / GLASS g `6063 TS Al— TIRE Min.)(Coot) 1 �(2) 1/4.0 LAG SCREWS® ALTERNATIVE 10 CEILING & FLOOR MOUNTING INSTALLATIONS EACH STUD(AIZONDTH OF 1/11 x 1/12" STUD,2"Min. THREADED 7 W/NC NUT® SECTIONS B SCALE. 1/4"0 1' NOMINAL)AND W/2'MIN. £0 4 EA STUD ALTERNATIVE 9 �DETRATION INTO EXISTING £Q, �— ' REMAIN:SNAP CAP NON O WALL MOUNTING INSTALLATIONS wooD �i ,' HURRICANE CONDITIONS SECTIONS A SCALE: i/4"a v 1; POSITION J IL — --- - NOTE FOR COMB/NATYON OF SECTIONS: SECTION ® STUD TYP. TOP/BOTTOM ALTERNATIVE 11 FLOOR/WALL/CEILING MOUN77NG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSWIXION. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non High Velocity Hu cone Zone NOTES: 02020 TILTECO,INC. 0.050' BERTHA ALUMINUM STORM PANEL ALP (2.25' DEEP) DRAWN Br. T. INSTALLA77ONS ARE ONLY VALID FOR MAX.AS.D. DESIGN PRESSURE N0.44167 •: RATING UP TO +65.0, -72.0 psT AND PANEL'S LENGTHS UP TO 9•-O". =_* * EASTERN METAL SUPPLY, INC 7/6/2— ■6 b C O INC. 4268 WEST ROADS DRWE DOE- 2 . FOR WOOD FRAME CONSTRVC770N.• WOOD MEMBERS TO BE SOUTHERN =A•• STATE OF WEST PALM BEACH,Ft_55407 PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. %90 ,c4DRlpp ••'��`•' / TILLIT TESTING & ENGINEERING COMPANY PHONE:(561)209-826J _'7//�� 9.L55 N.W.J61R 51.61r.YY NIiDINU G410EN5,FL 3]Il6 FAX:(561)841-1716 20-182 iC C���[.�KJ lnme:(ws)e�l-lato'.ra.:(xis7a�1-lz�l DRAWING No CA-0o06714 xw.w oBaaxlml an Acv.xe oaaamox wrz 'ONAl,E1„���` W�FLONwoA a IT at.E z o�1�ooe M SHEET T2 Of 14 1/4.0 LAG SCREWS 0 6" O.C. W/1 1/2'MIN. 1/40 LAG SCREWS 0 6" rEXISIIlNC Nfgp£R.A TO �t O.C. W/1 1/2'MIN. WOOD II r-W1READED PENETPoi710N TO .250" EXISTING WOOD HEADER. .500" Nox. \ bbbA .250" / .500' Max. l /2 i 3 Cont. 2 �I I!' I 3 Cant. I �,=••' I WOOD HFAOER m REQUIRED REQUIRED I 7 y 1"Nin. C SEPARATION ,�Wzy TO GLASS 1"Nin. SEPARATION 7D CIASS i � DETAIL 2/15 CLASSNC 5/4' I 1 r - 'A, 7 a 7s I a i B704L To0S—xW/J SJ S 114sS.S. /eE Nc 7/"0 1 /1/12 WING NUT WING NUT F,.l I O 12'0. C. 0 12"O. C. Conl' EQE I — EO �` �J1r EO! fi .J75 I I I IV 1 4'0 LAG SCREWS 1 4 0 LAG SCREWS 0 6' I'] O 6'O.C. W/1 27/J2' a W/1 1/2-MIN. , Mh. PENETRATION 0 \ 1 THREADED PENETR4770N 0 [' M/DWID7H OF PLATE 2'x 4" MIDWIDTH OF PLATE 2'x 4'PLATE R£OUfRED� REQUIRED 7 INTERIORLY REMOVABLE PANEL W/, SIDEWALK BOLTS EF DETAIL 2) C0 TO B THRU 5/8'0 HOLES AT 6 O 6'O.0&FASIENEO A7 RFAR W 7/BOxJ/J2'WING NUT `IIIIIIIIIIII/II1tl„ ALTERNATIVE 12A* ALTERNATIVE 12B* O �SIDEWALK BOLT. \GENSF N0.44167 ` _WALL MOUNTING INSTALLATIONS SECTIONS 12 * VALID FOR Max. +63.5, -63.5 psfTE OF SCALE: 1/4'- 1' A.S.D. DESIGN PRESSURE RATING. 114F INSTALLATIONS VALID FOR PANELS(h USED JOINTLY %•,,�SSjp"MAtE�G���` 'I/IIII,NII Illpglll` WITH INTERIORLY REMOVABLE PANELS(D INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non HI h Velocity Hurricane zone) 02020 TILTECO.INC. 0.050' BERTHA ALUMINUM STORM PANEL M.P (2.25' DEEP) DRAWN Br (� @� W B EASTERN METAL SUPPLY, INC 7/8/2020 L G C O 1 N C. 4268 WE ROADS DRIVE DATE' WEST PA57 EACH,FL 55407 TILLIT TESTING k ENGINEERING COMPANY PHONU(561)209-5265 aw kN.46m'v.m..las,vvrovaA OWUOr s<1016e FAX:(561)641-1716 20-182 Hw,.:[lpyj611-IS70,Po.:(]G1p71-1.JI CA-0006719 A.v.m ocsoamo6 one A[v.Ma oOiQIPnW1 o4II ORA97NG No WALTER A.TILLIT Jr,P.E m n-vvt FLOMDA Lk.#44167 , A 3 SHEET fJ OF 14 1/4 0 S.S.LAG SCREW f a 4'D.C. WIT W.MIN.- 1/40 S.S. LAG SCREW I/ THREADED PENETRATION +ALTERNATIVELY, TRACK®MAY BE ATTACHED a �1IE/2 TO HOLLOW C£ILINC AS PER DETAILS SHOWN 4'x 8"(Min.)EXISRNG / ON ALTERNATNE BA, SHEET 11. 4'r 8'(MM.)EKISTIN'G WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY F(} E- WOOD BEAM REQUIRED. / F - STRUCTURAL ADEQUACY OF EXISTING WOOD OF DOMING WOOD 1/4 0 S.S.LAG SCREW BEAM TO BE C£RTDRED // 1/40 S.S.LAG SCREW BEAM TO BE CER17RED /1 ®4'O.C. W/1 1/2'MIN. BY REGISTERED ENGINEER £D 0-}t BY REGISTERED ENGINEER ` / OR ARCHITECT PRIOR a 4'O.C. W/1 1/2'MIN. yam{ E TIiRFAOED PENETRATION I I! TD SHUTTER INSTALLATION. (-I") I / THREADED PENF7RATION ` OR TO SHUTTER INSTAALLATION. �0.75' 0.25" I 0.25' '0.25" — C—r. s m i Cont. m i Cont. IL SEE SCHEDULE I SEE SCHEDULE I I gl 3- FOR Mn. 1 1 o IXI NG FOR Min. 1 SEE SCHEDULE Or EMO SEPARATION I FOR Mn. CCLL1lCLASS m 5SS SEPARATION w EXISTING SEE SCHEDULE g SEPARATION TO GiJ 55 I NJ TL!CLASS ` GLASS FOR Mn,Mi SEPARATION T TO GLASS I 2� TO GLASS I I DETAI 2 1 (u - L.. 4, i DDAR 2 7/8"o x 3/32'1 -7/8'a x J/J2' I 7/8'O x 3/32 I KING NUT O / WING NUT a B NUT® I -7/8'0 x J/J2' u EVERY STUD I } EVERY STUD k EVERY STUD I (1'� �1` LNG NUT o �%� EVERY STUD 1 a 12"0. C i a 12'O, c. Cont. 1 a 12"O.C. I cons a 12"0.C. ALTERNATE ALTERNATE ConL125 -I 1.115 1 (1 LEG L0a47f0 I LEG LOCA71011 I I : I WOOD DECK WOOD DECK I 2'x 6' RREQUIRED7'-+ 1�1 REOIARED ��NI70D DECK I —, WOOD DECK 1...._..-. _. REQUIRED :• REQUIRED 1/40 LAG SCREWS a 4"O.C.I 1// L INTERIORLY REMOVABLE PANEL W/ INT£R70RLY REMOVABLE PAN£LQW/ 1/4 0 LAG SCREWS a 2.O.C. SIDEWALK BOLTS E£DETAIL 2) SIDEWALK BOLTS EE DETAIL 2)J 1/40 LAG SCREWS a 2"O.C. W/1 1/2'MIN THREADED PENETRATION W/! 1/2'MIN. THREADED PENETRATION CONNF,(,TED TO 1 THRU 5/B"0 1/40 UG SCREWS a 4"D.C. CONN 7E0 TO 1 7HRU S/80 w/1 1/2"M!H THREADED PENETRATION HOLES AT 1 a B`O.0 FASIENED WIT 1/2'MIN.THREADED PENETRATION HOLES AT 1 a FASTENED AT REAR W 7AIwI32'WING NUT AT REAR W 7/80x3/JT'N1NG NUT a EVERY SIDEWALK BOLT. a EVERY SIDEWALK BOLT. ALTERNATIVE 13A ALTERNATIVE 13B ALTERNATIVE 14A AIJ£RNAT/V£ 148 ��p,qumlHH,1� CEILING & FLOOR MOUNTING INSTALLATIONS CEILING A FLOOR MOUNTING WMA/ ATIONS ��. . : SECTIONS 13 SECTIONS 14 �� :��P-'•........ \GEMS �P SCALE: f/4"- I' SCALE: 1/4'- f' (n�'\- F r875' 1/4'-70xr'SS.SIDEWALK BOLTS IY 44167 _ W/J/4•SLOTTED HEAD,fLYED jjOO 16 //-LvlmoRLY RENOY lE PANII(L7 7HRU KEY HOLE s'D.c. �J(� STATE Of :�� 7/B'Nur®3?' _ w/T/'� REAR. � NOTE FOR COMBINATION OF SECTIONS: //REMOVABLE �� • F�ORIDp `�,;� 6•D.G / FLOORNED IN MOUNTING SUITAS CAN BE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1 / 1 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. rTOi S�aNA�1EA��.•�` NOTES: FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) -- ®soso mTEco,INC. 0.050" BERTHA ALUMINUM STORM PANEL Np \ I I 1. INSTALLATIONS ARE ONLY VALID FOR AS.D. DESIGN PRESSURE RA77NG 2.25- DEEP) DRAWN Br.1B7S'— UP TO +65.0. -65.0 Ps/AND PANELS LENGTHS UP To 9'-0". EASTERN METAL SUPPLY, INC 7/9/2020 a5D 2 HOLE o C o.¢ 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS To BE SOUTHERN I' E C O 1NC. 4286 WEST B ROADS DRIVE DUE.""PAW BEACH,FL 33407 DETAIL 2 — INSTALLATION OF 1 X1 PINE No. 2, W/SPECInC DENSITY OF 0.55 OR EQUAL. TILUT TESTING W ENGINEERING COMPANY PHONE:(561)209-8263 SIDEWALK BOLTS O REMOVABLE PANEL ""• a.'�('am)�i-„'0io''i""""r„er'")e,�"s,•1R;Min FAX.(661)B41-1716 20-182 CA-6008T19 am.w oraaeanox w1c µ.1:a �nyl p,1R DRAWING No WALTER A.TILLR Jr,P.E. 1 qD n-wo /eA1m � FLORIDA Li.B 44197 SNEET 14 Or 14 l ��!•• 1/4 0 LAG SCREWS 0 6' O.C. W/I r/2'MIN. 1/40 LAG SCREWS 0 6" l 1HREAOED PENE7R4RON TO I�I as W/I 1/2'MIN. IXI57ING WOOD HEADER. AFADED PENETRATION TO .250' / IXISRNC WOOD HEADER. .500' Max. .260" - .500' Max. �2• M,h 3 Cont Y ,:• I ''•' WOOD HFAOEF I o REQUIRED t O WOOD HEADER m Gi REQUIRED I t SEPARATION I °z TO GLASS I"Min. .-SEPARAT70N 70 CLASS � DETAIL 2/15 V _ GLASS J/4• _ I t i�.i -- � t p 1 4 m-20 S,S• y EExLm/vc- t�trs W/ GLASS WING NUT �• f WING NUT /�p I 0 12"0. C. f � Cant �( 0 12'0. C. Ccnta ED f EO �J7s' EOL. .375 \ / 1 40 LAG SCREWS l 0 6'O.C. W/1 27/J2" \ SCREWS 0 6' , THR W/1 ENET ATI f Min.PENETRAT ON 0 THREADED F PL47A710N 0 / � \ MIDWIDTH OF PLATE. /2' 4"P1A MfDW1DTH OF PLATE 2'x 4'PLAT �W�21 REQUIRED INTERIORLY REMOVABLE PANEL©SIDEWALK DOLTS EEDtTa CONN 7E0 T' 16 THRU 5/60 HOLES AT 6 0 6"O.0&FASTENED AT REAR W 07/d'mxJ/J2'WING NUT `11111111111f111rI/,I 0 ALTERNATIVE 12A* ALTERNATIVE 12B* EVERY SIDEWALK BOLT. �GENSF!TA ' ND.44167 _WALL MOUNTING INSTALLATIONS = SECTIONS 12 - Tt SCALE., 1/4'- 1" * VALID FOR Max. +63.5, WI G. ' T` E OF A.S.D. DESIGN PRESSURE RATING. �'�/�%�b� .• (QRIQQ ,•�� `� INSTALLATIONS VALID FOR PANELS a) USED JOINTLY WITH INTERIORLY REMOVABLE PANELS n INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non High Volooify Hurricane zone) 02020 TILTECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL M.P (2.25- DEEP) DRAWN BY.• r R EASTERN METAL SUPPLY, INC 7/6/2020 EC O I N C. 4268 WEST ROADS DRIVE DATE: W[57 PAW BEACH,FL 33407 TILIAT TESTING @ ENGINEERING COMPANY PHONE:(561)209-5263 4355 kW.JBM.9.5L.Y$NPOPll1 OYiD06,R]]180 FA%:(561)641-1716 2O-182 fnon:(W3)a1f-1fW fay:(l0.iJ8Tt-1531 CA-0006719 wx.Ne p[ruempN O is uv."v omrnwnax p,1T[ DRAWING No WALTER A 7ILL7r Jr.P.E FLAR40A U..1 44167 a1n n-ovs. 7s SNFFT IJ OF 14 1/4 0 S.S.LAG SCREW 1/4 D 5.5.LAG SCREW 7 O 4-O.C. W/i 1/2-MIN. j THREADED P£NEM7708 +ALTERNATIVELY, TRACK®MAY BE ATTACHED / / 1 O 4-O.C.W/1 7/2'MIN. TO HOLLOW CEILING AS PER DETAILS SHOWN THREADED PENE7R477ON 4'x 8"(Min.)EXISTING ON ALTERNATIVE 9A, SHEET 13. -4'x B•(M(n.)EXISTING WOOD BEAM REQUIRED. £ WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY £ STRUCTURAL ADEQUACY £ OF E TO B WORD OF EXISTING WOOD 1/4•s S.S.LAG SCREW BEAM TO B£C£RPRED 1/f O S.S.LAG SCREW BEAM TO B£CERTF/£D / O 4'D.C. W/f i/2'MIN. 8Y REGISTERED ENGINEER £ 0 BY REGISTERED ENGINEER r 7HRIADED PENEfRA71ON E / DR ARCHITECT PRIOR a 4-O.C. W/1 1/2-MIN. £ I 70 SHUTTER WSTALLAT70N. (-I') THREADED PENETRATION OR ARCHITECT PRIOR / 1 / TO SHUTTER INSTALL4770N, l-F J D.25' 0.25" / '0.25" '-.25' -i 5 3 5 co 7. I ' cent Cent m m 9 SEE SCHEOUL£ ^^ ppLL�� pEXL��SSTT(( o FOR MiI "Q ? CIAS�.SNG- SEE MR M ULE I I CLA55 SEE SCHEDULE 1 m j EX15S71NC SE A�DION I SEPARAAON W EXlSRNC SEE SCHEDULE j i FOR Arn• M S �'y' TO CLASS i ` GLASS FOR Mn. 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III/Inof117f Ilk ,f�F"� j \ i FLORIDA BUILDING CODE (Non Hl h Valoally Hurricane Zone) NOTES: C202D TILTECO,INC. 0.050' BERTHA ALUMINUM STORM PANEL Mp I 1. INSTALLATIONS ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATING (2.25' DEEP) ' DRAWN ff.. UP TO +65.0, -65.0 psi AND PANEL'S LENGTHS UP TO 9'-0" rr 428 WEST ROADS DRIVE 7/A4TE.20 .D50• 2 HOLE m s'Q.C. EASTERN METAL SUPPLY. INC 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MENDERS TO 8E SOUTHERN '`p� 6 C O f N C. WEST'PAW BEACH,FL 33407 �ETA1L 2 — INSTALLATION OF 114 Xl PINE Na 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. TIWr TESTING d ENGINEERING COMPANY PHONE:(55I)209-8267 SIDEWALK BOLTS O REMOVABLE PANEL ' 'n•�°''0''"""""wmN%n... FAX 567 cnm.:(wS7e7,-,mo.Tm:Lxifpn-,ea, ( )eat-1716 -1 CA-00087f 9 c[v.xe) c[xcxmw urz 1ay.+o »tenon mArz DRAMIM No SCA1E;1" 1' WALTER A TILLIT Jr.P.E, r I 0[D n�7s /e 7 FLORIDA Li.)44167 s i SN£Ef fA OT 74