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HomeMy WebLinkAboutproduct approval Zi ILI ECO IN TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT;JR.,P.E. tilteco@aol.com FL P.E.License No.44167 FL E.B.License No.0006719 PRODUCT EVALUATION REPORT FL 11968.1 REPORT NO.: 17-0725.04 DATE. July 25, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Storm Panels PRODUCT NAME: 0.040"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 the Eastern Metal Supply, Inc, Rule Chapter No.61G20-3; Method 1D of the Florida Department of Business and_Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been Verified for compliance in accordance with the 2017 sixth 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. 17=094 (Revises Drawing # 15-042) titled "0.040" BERTHA ALUMINUM STORM PANEL. (2.25" DEEP)", :sheets 1, 1A thru 15 of 15 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/25/17. This drawing is an integral part of this Evaluation Report. No.4416:1 _ *-a ATf OF 6355 N.W. 36th Street, Suite 305, Miami,Florida 33166 - Phone:(305) 871-1530- Fax: (305) 871-1531 PRODUCT];VALUATION REPORT NO. 17-0725.04 2 2.2.TEST REPORTS:. Large missile impact"load tests,were performed per Impact-Testing equivalent to ASTM E-1996 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 Florida, Report No. 1128.01=00, dated March 9, 2001, signed by Keith Harker, and signed and sealed by William R. ,Mehner, P.E. and Henry Hattem, P.E., and Report No. 0610,02-05, dated September 13, 2005, and signed and sealed by William R. Hehner, P.E. and Henry Hattem, P.E. Tensile test report prepared by QC Metallurgical, Inc., Report No. QCM ## 51M25' dated September 20, 2005,.and signed and sealed by Frank Grate, P.E., as.per ASTM E .8. Mill certificates from Easco Aluminum (extruders) certify aluminum alloys & temper for components. 2.3.STRUCTURAL-ENGINEERING CALCULATIONS: Qn 0.040" Bertha Aluminum Storm Panel(2.25" Deep), for maximum panel length vs. design wind load, as well a"s 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 9/7/05, 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 Impact Testing equivalent to ASTM E-1996 Standard, valid only for wind zones 1, 2 and 3 'as defined by ASTM E-1996. 4.WIND LOADS RESISTANCE: 0.040" Bertha Aluminum Storm Panel (2.25" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as. indicated:on sheet 10 of 15 of Product Evaluation Document(P.E.D.),drawing No. 17-094. Maximum Anchor Spacing shall be as indicated on sheet-10 of 15 of Product Evaluation Document.(P.E.D.), drawing No. 17-094 0.040" 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 Standard. 5: INSTALLATION Installation shall be performed strictly in accordance with-the details indicated on sheets 3 thru 15 of 15, of Product Evaluation Document (P.E.D.), drawing No. 17-094. Minimum separation to glass shall-:be as indicated on sheets 3 thru 7 and 11. thru 15 of 15, of Product Evaluation Document(P.E.D.), drawing No. 17-094. r'0001015%1�� .0 ' A. •r' •gw \ .�of od'G/Sod r PRODUCT EVALUATION REPORT NO.- 17-0725.04 3 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be-strictly in accordance with General Notes and Components indicated on sheets I.and 1A of 15, of Product Evaluation Document(P.E.D.), drawing No. 17-094. Anchor Specifications shall be as indicated on sheets 1, and 11 thru 15 of 15, of Product Evaluation Document (P.E.D.), drawing No. 17-094. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 6, 7, 8, 9, 10 and 11, indicated on sheet 1 of 15, of Product Evaluation Document (P--E-D.), drawing No. 17- 094 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. 7.4. Product installation shall be limited to wind zones 1, 2 and 3,as defined by ASTM E-1996 standard. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). fl�3�iyoyrr�d�.+ :`• 0.44167 ON�iAL E aeo '���rW, alf071 -GFNM NOTES, 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PED.)HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES* ACCORDANCE WITH THE 2017(6th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL 01 BE INSTALLED AT 8.1) MINIMUM EMBEDMENT OF TAPCON AND ELCO PANELMATE ANCHORS INTO CONCRETE BLOCK HIGH VELOCITY HURRICANE ZONES(MIAMI-DADE/BROWARD COUNTIES). UNIT SHALL BE 1 1147. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 8.2) 718'CALK-!N ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND STUCCO SHALL BE PERMITTED. 1140-20 SCREWS USED SHALL BE 1 112"LONG MINIMUM SHOULD STUCCO EXIST, FOR A DIRECTIONAUTY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL AND 1"MINIMUM FOR WALLS WITH NO STUCCO. NOT EXCEED THE MAXIMUM(AS.D.)DESIGNPRESSURE RATINGS INDICATED ON SHEETS 5, 10 THRU 15. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 8.3)MINIMUM EMBEDMENT OF 11410 x J/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8"INTO THE CONCRETE SHALL BE FIRST REDUCED TO A.S D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO BLOCK NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 114"0-20 SS, MACHINE SCREW USED SHALL BE TO COMPARE THESE W1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 10 THRU 15, 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND I'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 JJX 8.4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXIS77HO WALL.ANCHORS SHALL INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1.60 WAS BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON USED FOR VERIFIC477ON OF FASTENERS IN WOOD N07ES IN 8.1)AND 8.2)ABOVE. STORM PANEL'S ADEQUACY FOR IMPACT AND FA77GUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MEN77ONED CODE AS PER ATL REPORTS 1 1128.01-00 AND J0610:02-05,AS PER IMPACT 7ES77MG EQUIVALENT (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIRCARONS OF THE ANCHOR'S TO ASTM E-1996 STANDARD&ASTM E 330-02 STANDARD, LIMITED TO INSTALLATIONS WITHIN WIND ZONES 1, 2&3 AS MANUFACTURER. DEFINED BY ASTM E-1996 STANDARD, 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 9(SHEEP J& 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-HJ4 ALLOY. 5 OF 15)EXCEPT THAT HEADERS 2, 3&'4 SHALL NOT BE USED. J. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-716 ALLOY& TEMPER UNLESS OTHERWISE NOTED. a. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME 4,ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER BUILDINGS. DIN 50018 Vf1 50 ks!YIELD STRENGTH AND 90 ks!TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING.CODE SECTION 2411.3.3.4. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT IVHH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 5. BOLTS TO BE ASTM A-307.GALVANIZED STEEL OR AISI 3D4 SERIES STAINLESS STEEL, WITH 35 ks!MINIMUM YIELD STRENGTH. t0. (a) THIS P.E.O. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC 6, ANCHORS TO WALL SHALL BE AS FOLLOWS,(UNLESS OTHERWISE NOTED) PROJECT i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE RED. EXISTING POURED CONCRETE: (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF-THIS (A) TO PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDRIONS DETAILED ON THIS 1EX0 TAPOUR ANCHORS AS MANUFACTURED BY LT.IV. BUILDEX, - 114'C x 718'CALK-IN ANCHORS OR ELCO male&female PANELMATE"AS MANUFACTURED DOCUMENT CONSTRUCTION SAFETY AT SIT£/S THE CONTRACTORS RESPONSIBILITY: BY POWER FASTENERS, INC. AND ELCO CONSTRUCTION PRODUCTS, RESPECTNELY,. (a) THIS P.E.D. WILL BE CONSIDERED INVALID IF AL7ERED BY ANY MEANS. - 114'D x 314"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME NOTES: THE ENGINEER AF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON AND ELCO PANEUaTE ANCHORS IS 1 314, 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 RENEW. A.2) 718'CALK-IN ANCHORS SHALL BE EN77RELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/40-20 SCREWS'USED SHALL BE 1 112'LONG MINIMUM SHOULD STUCCO EXIST (B)PMIS PE.D.REPARED IT HALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT AND 1'MINIMUM FOR WALLS W17H NO STUCCO AJ)MINIMUM EMBEDMENT OF 11410 x 314"ALL POINTS SOLID-SET ANCHORS SHALL BE 718"INTO THE POURED 11. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTIOCONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 114'0-20 S.S. MACHINE SCREW USED SHALL BE LABELING T7 COM OF FLORIDA BUILDING CODE ONE LABEL SAAB 8£PLACED FOR EVERY OPENING. / LABEUNC TO COMPLY Wl7H SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 1 112'LONG MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO, A4)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS OR PAVERS BE FOUND ON THE EVS77NO WALL OR FLOM ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN.STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1)&A.2)ABOVE (B) TO EXISTING CONCRETE BLOCK WALL - 714"4 TAPCON ANCHORS AS MANUFACTURED BY LT.W. BUILDEX. - 114"0 x 718'CALK-IN ANCHORS OR ELCO male&female PANELM47E'AS MANUFACTURED BY POWER FASTENERS INC.AND ELCO CONSTRUCTION PRODUCTS, RESPEC77VELY THIS DRAWING SHALL ONLY BE USED TO - 114"0 x 314"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. paHii��y OBTAIN PERMITS IN THE STATE OF FLORIDA 4157 1 FLORIDA BUILDING CODE(Non H/gh Velocity Hu one Zone) * 02017 770rCO INC. 0.040' BERTHA ALUMINUM STORM PANEL r c STATE 0F 2.25 DEEP DRAWN Or, V// EASTERN METAL SUPPLY, INC D'�Di�l7 i N e. 4268 WEST RAMS pRNE I0 f LLIT TES.n6Las&ENGINEERING COMPANY PHONE:(561)209-8263,PAFAK(J34071-1716 t7 17—Og4 amm FX Poeta:t>+ssiat7asm.tar:(J)sit-7677 �.% uR m. rosvrar ya CRAW(NG Na EB-0006719 WALTER A 7,LC/T Jr.P.E. ao ta-w ws s SHEEP t OF 15 AI RIGA Od N167 ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: RECEIVED ----� --- — ---- --- Building Permit Application JUN 0 81018 Planning and Development Services Permitting DepartmentSt. Lucie Coun Building and.Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMPROVEMENTLOCATION: Address: 71311 5CA0sc-T L'�)LVp Legal Description: 10 0 1 A�W RlVI=R J5-:GTA.`CF7 U0l4 9 151-L 158 (_g:)-'[' MA-2 ?A/I IN ol2 1951-547- Property 931-547- Property Tax ID#:___-34oZ -a®9 - o;ZrM --©cxD -7 Lot No. 1362 Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: 1u�zl�c�,� Su�,rrTrl✓R5 On W r n_b671X ` efl U/ CONSTRUCTION INFORMATION: Additional work toe e orme un er t is permit-check a y: HVAC Gas Tank ❑Gas PipingQ Shutters Windows/Doors 11 Electric 0 MGenerator Plumbing Sprinklers 1:1Roof Roof pitch Total Sq. Ft of Construction: SFt.of First Floor: Cost of Construction:$ Utilities:cnSewer Septic Building Height: OWN'ERAESSEE: CONTRACTOR: Name LPA L_A,ul_iP_ &PA\ Name: Address:_ g 5iij f9st4 EPJNf 1S 4t&p_F Company: City: :5 TaAa7l State: R- Address: Zip Code: Fax: City: State: Phone No. E7-&( — —2,09 - Zip Code: Fax: E-Mail: WcLa bQ==9 M-aiQ .C-4DN1 Phone No. Fill in fee simple Title Holder on next page(if different E-Mail: from the Owner listed above) State or County License: If value of construction is$2500 or more,a RECORDED Notice of Commencement is required, SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: / IJk4QIQ L6,d2l1r HA2 Name: Address:fit, fin! I-6Na12mms Wb}" r-AL Address: City: T City: Zip: 3 Phone: 56 1 - SI Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspec 'on. If you intend to obtain financing, consult with lender or an attorney before commencing work rAcording ypur Notice of Commencement. Signature of caner/Lessee/Contractor r Owner Signature of Contractor/License Holder STATE OF FLORIDA //�� STATE OF FLORIDA COUNTY OF �/"F1-C,✓h COUNTY OF The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 74--day of J vna— 20/," by this day of 20_ by A-tAiJ 80A2- Name of person making statement Name of person making statement Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Type of Identification Produced Produced (Signature of Notary Public gnature of Notary Public-State of Florida) �....... PAMELA ADAMS Commission No. :,:Coi),n#GG 000225 C mission No. (Seal) Expires July 7,2020 ••.;od:�Qp'' Bonded ThruTroyFain insurance BOD•3B 7019 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 14.645-(TOTAL WJn1H) 9r(Drl= 645'(T07At W(DFHj r%ocn'(EiFECRVE x6a1H) sn00 1.500• VE W/Dll) r.s3nAs•sAPnacurtr a.soa I I .5nn I.Sm y s .sao �•-�--?.5ffO' J.ODO'Mua 2.560- Q, 1 .ZSO' e$ '�b. o Q. o .125• T.SbO' I 1'r �c 'f�' `f bJS 5 R.YSo' Cry 21P5'H-J.B91'---�2.f25'1---�T ^4 2113•G- --- I R.125' 8.250' .IYS' -,125' R.250• t R.125' HALF PANEL W/ HEMMED EDCES R.1@3' L T2s' R.7oo n FU NEL W/ HEMMED EDGES $� @R 13.119'(TOTAL W/O)H) ��(m 16•( )NOrH) •0 Fj .075' .075` x 15.11 '(1101 L DTH);) s»Dn0�.7.500' IIf1.500 4.500• 4.500• t500• 1.500 4.500" $00' i 11 t ttl t p. rn�A� f� �2J4a� t t��.n I i �2J,tl•- M ✓�„ P� r J. F-7J40'-I 7vu R. p. 26Bi +, = �� 2.68t' e �� �.'��jCENSF'•.9 _ FFF^^-^^••----zsBr- c "h" HEADER Z� ••t' ` w • a 11-HEADER 3 'J Max. U BUILD OUT -12rzs -J.B61• 42.125 scar:J/a., OPTIONAL FULL PANEL W/0 HEMMED EDGES OPTIONAL HALF PANEL W/0 HEMMED EDGES Q STORM PANEL Jen p SCALE,Jjrd'-r , J91)• ��� a� ;t. t LR200 ' x11/ •JI".UNJ .09J F0• S s.w&.w { 'T ^-r•- I I JhUtC D ft'AC J.. .J74'-I h T ' 12- tag* lk R.1P5' Nxhya T �,'R,fYS.' 1.23"Ma gMn6 �P 1 .1.' g-- - 1 c • 7 L oAR/ I .2�•(1 .275' Od?. �v -1{•-,090• I �/.950•� 7q7. NATE ��4g F-2.n00•�$ �.T,00a'-1 3.000'Mar. .090• tOG4RON 5�3"ANGLE BUILD OUT BRACKET © 3/8 nB• 0 L 114" MAX. B. d. 0 REVERSED f"ANGLE TRACK ® "F" TRACK ANGLE 9� 2 "_STUDDED ANGLE sear:s/B-e• F" TRACK 'F' TRACK SO":J/e'-1' sc4r:J/e•-I- }''.OBJ' J/,a' (S)5/6'a HOLES AT �r I 094' K T0F UNE h t tLGr 6•'© EDCY Oro `a.3t7 • s/Is"HotE �. ! p ' N EOR r/4 G-20x?' /.626' '0�� + J,7�• 7d I.a39' � S.S.MACHME SCREW TAPCONS� �tl30'OR?oEtl' e a(D „`f me c 0 [Oar Oro 'td OPTION f 71c vrf.,.n�ION 2 f.�..Ws• 2 1/4"r1'x.040'FLASHING ANGLE 10 KEY HOLE AT PANEL �AO ROUND HOLE AT PANEL 1 i KAY HOLE WASHER DETAIL 1: swD w/DIE c4sr aNc JrQ.-HMrm.Attor I-----ra'-----I NtCXEL PtAIED WING NOT (OPTION TO 10) $rAlr:J/6•.1 O Ld G �'S »--"-1WALL PLATE- COMPONENTS 16 16 x7 x14 .760• 4;�� SLAP.3/16'-1' // .7J0• 11'I S S SND �k•Po'1ID f0 lA5t£ "� tai d O! T T FLORIDA BUILDING CODE (Non High 'Velocll Hurricane.Zone) n9° 62017 atrECO'Wa 0CAWHI .040 BERTHA ALUMINUM STORM PANEL LC. - $ j (2.25"DEEP) DRAWN ee• a - •?15' C/�/� EASTERN METAL -SUPPLY, INC °' rcr' - .. .54s• 1� E C Q I NG. 4286 I=r ROADS ORNS �__ J f WEST PALM BEACH.FL JJ407 12 MIN/ WALL 1.75"x0.632" 13 2"X5"(MAX)X1/B' " " TILL?TESTING Q ENGINEERING COMPANY 17-094 1 C TRACK sJ66 Kw Jsu s, sIw Jas raerA ue erva n JJ16a PHONE.(5BIJ209-B267 FAX.-(361)841-1718 �N�LE�ITN STUD AN�W/TH STUD uw r:J/8--r• _IVALT R 06719(Ja6jax-est aRAu6Ne No "v.w ccmar drr as:w anrrmerv• "R sr.+1e 1/2'-,` scus 3/a'-,' Wt�t R r 4'167 m rs-ar a7/1.V, J SHEET to E Is TOP TRACK (SEE COMPONENTS, SHEET 1A OF 15) CONCRETE ANCHORS (SEE SCHEDULE) 1n. MOX. O O O O O D F1 F I I I I I I I I I l I 1 I I I I I I I I 1 I I 1 I 11 0 Z Z O W TYP. j W i J I i I U h W A 11 2 e 11 3» CONCRETE ANCHORS (SEE SCHEDULE) ---•--3"-j i N0. Mox, ! Min. ! Min.. • BOTTOM TRACK (SEE COMPONENTS. SHEET 1A OF 15) ;, gyp'iVt STORM PANEL TYPICAL ELEVATION - o�••'2oa►oP 0011 0011 0011 1/4"Max, CAPTA 1/4"Max. GAP--{ f ` FLORIDA BUILDING CODE (Non High Ve1ocW Hu one Zone) . 020:7 mrEco,INC. 0.040 BERTHA ALUMINUM STORM PANEL 1.c. 2.25"DEEP DRAIM BY, SECTION A-A DT�25/rT T/W /+ EASTERN METAL SUPPLY, INC MTE• -' r rE� E& GI O iN� 4258 WfSr RkiDS DRIVE" - - _IL E STING t ENGINEERING COMPANY WEST PAIN BEACH.F4 JJ4OT 17"094 SCALE., 1/a"= 1" vs5 rax.ter vtiare uexrvx n.orae PHONE(SBQ2OD-B16J FA1C.(561)841-1716 Plw..a:(.rarayoN-tsJO.F:fT9t!-eSxr u1: a am m.w Mtt DPAWING No E$-0005718 an rs-arf o WALTER A nuff J.P.E. SHEET 7 OF 15 FLORIDA 14 j44167 TAPCONS PLCO male/ TAPCONS ALL POINT SOLID-SET OR 5 1/4'0-20 x 3/4'S.S.M.S. Irl TAPCONS,ELCO male/ W/0.675'x 0.675 x 1/8'50. female PANELMATE R timate PANELA(4TE OR ELCO mala/tamale PANELNATE Cont. SCREW HEAD AND W/7/8'x CALX-JN ANCHORS CALK-IN ANCHORS OR(ALK-IN ANCHORS J/J2'NNG NUT 0 12'O.C. (SEE SCHEDULE FOR SPACING). (SEE SCHEDULE FOR SPACING). (SEE SCHEDULE FOR SPACING). POURED POURED CONCRETE CONCRETE CONCRETE 0 ! 2 CONCREEED TEE Ci ' REQUIRED I 2 I C CREQUIRED 47 \ ont 1 oni � I I.MIN/MUM I 1 i I R j EXSC CTO SEPLASS I ( 8 t'MINIMUM SEPARATION TO I MINIMUM SEPAR477ON TO � v £X1STMiG GLASS � � l 1/4'a-20 x L' I I I%071 is 4 d WI 7/a'o x J/J2" y t/a'-o-2o x r' WING NUTsS.Ms. 12'0. C. o W/7/9'0 x J/J2 o I ( IfIN0 NUr® j M'I L POURED POURED p ( j CONCRETE - ` CONCRETE ( 1 OR CONCRETE OR CONCRETE POURED BLOCK WALL I BLOCK WALL ( CONCRETE REOUIRED REQUIRED OR CONCRETE f I BLOCK IVALL REQUIRED TAPCONS,ALL PDtNT SOLD-SET TAPCONS ELGO mote/ ELCO mole/Iemole PANELMATE femole -IN ANCHORS 0 OR CN.IC-W ANCNQRS 9 Cent. CALK-IN eWCNORS TAPCONS ELCO mataj g (SEE SCHEDULE FOR SPACING). (SEE SCHEOULE FOR SPACING). B Cont. female PANCO ATE OR CALK-IN ANCHORS BECKON.0 ANCHOR (SEE SCHEDULE FOR SPACING). g.Cont ----7 WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION /rrauir SECTION 2 i�,111' A,n '''-.; SECTION 3 T SC41E:J/8'< 1' ,�1�P�'�"" T� r. SCALE:5/8'= 1 No.44167 .� E D.- EDGE DWANCE cSULE am WNG NUT 2* SNEETSC lO OF}5) 12'0,C. d :� ATE OFPOURED CONCRETE J •y FS ��?111 OR CONCRETE BLOCK REQUIRED FLORIDA BUILDING CODE (Non High YeJOclty Hu one Zone) 9 Cont NOTE FOR COMB/NAT70N OF SECTIONS: 02017 PLIEGO,INC. 0.040 BERTHA ALUMINUM STORM PANEL La WALL/FLOOR/CEILING MOUNTING SECT70NS GIN BE 2,25"DEEP) DRAWN 84' ,SEC77ON A STUD COMBINED IN ANY WAY TO SWT ANY INSTALLATION. -- 07/25/17 WALL MOUNTING INSTALLATION _ - EASTERN METAL SUPPLY, (NC LUTE: SSe! C - .,---.(JWja7t-tew.Fm: i!1 c. 4268 WEsr ROADS DXIYE SECTION 1 L�ix TESTING JNC COMPANY WEST PALM BEACH,X. 35407 17-094 �NG d ENGINEERING n 3llee pHONE�(581)209-826J,FAX:(361)841-17t6 pram: (7os7eTr-emt mr., oRCera art ar.•, ouoivaar a+rt DRAWING No E8-0006719 SCAt£:3/6'= t' - WALTER A n r Jn P.E. aD ia"0i1 CT/17/: SHEfr 7 OF 15 fCORlDA I' 44!67 r CALK-IN,ALL POINT SOLID-SET OR ELCO mole/female PANELMATE 71810 x 3/J2" //4'0-20 x 3/4•S.S.M.S. I I/6 0-20 SIDEWALK 80LT OR® W/NG NUTS® i2.O.C. 15 IV/0.675'x 0.675•x 1/8'S0. W/114 0-20 7RUSSHFAD 80LT++ TAPCONS ALL POINT SOLID-SET, Cont. SCREW NFAD AND W/7/8 xJ/J2' (SEE SCHEDULE FOR SPACING) ELCO mofe/female PANELAIATE WINDSCR NUF®AN O.C. 7APCONS,ELCO male OR CALK-!N ANCHORS 1 / (SEE SCHEDULE FOR SPACING), / OR female ANCHORS (SEE SCHEDULE FOR SPACING). Cont. POURED j I 7 POURED II CONCRETE W REQUIRED �R CONCRETE 14��TE REQUIRED , I //J 1'MINIMUMSEP M/NlMUM IXSD7NG G[ASS ! I SEPARARON S I IN TO IXISRNG GLASS i I I I I ' I !•MIN/MUM I I 8 SEPARATION TO IXISRNG GLASS 114'0-20 X'1'SSM.S. I C W/7/B'0 x 3/J2' I C22� I L' I , WING NUT® 12'O.C. I KLt I 2 I C 1��L 0-20 x 1 4' k I BOLTS W/7/@ 0 X I b FINISHED WALL I 123 0.ICN'NUT® I tl W I 7/80 X s/sz• l/srucco) I I i i Q WING NUTS® I2'O.C. j/ / I PoUR-D o I I ORRCO CRETE 'W I I I BLOCK WALL I POURED / -4Is I I 1 REOU/Rf0 1 I CONCRETE I POURED J I I OR CONCRETE W I CONCRETE 5 Cent. /7 BLOCK WALL I OR CONCRETE TAPCONSALL POINT SOLID-SET OR�% REQUIRED BLOCK WALL g I ELCO mole/femo/e PANE(MATE OR I REQUIRED — CALK-IN ANCHORS (SEE SCHEDULE EOR SPACING), TAPCONS ELCO male/J I female PANELMATE OR I Cont. CSLK-IN ANCHORS TAPCONS, ELco mete� (SEE SCHEDULE FOR.SPACING). 6 female PANfLMA7E f1R Cant. CALK-IN ANCHORS (SEE SCHEDULE FOR SPACING). WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION/i BUILD OUT INSTALLATION SECTION 4 SCALE:J/B• y SECTION 5 SCALE:3i6* SECTION 6 SCALE .1,1'P............. . :J/e a 1 E.D. EDGE DISIANCE (SEE SCHEDULE ON ♦ 0.44167 SHEETS 10 OF 15) // ♦ * 1 )STATE OF FLORIDA BUILDING CODE (Non High Ve%c11y Hu One Zone) . ��RIDa �� O2on ACTWOI 1Na 0.040"BERTHA ALUMINUM STORM PANEL L.C. NOTE FOR COMBINATION OF SECTIONS: SIIDDDEOIVVAACH/N£TS RE Vj`0O4 'nVCK =FQjVp��NGo '�� 2.25n DEEP DRAWN 117 Br.• - AS PER NOTES A2&8.2(SHEET 1) _ _ _ '�iiuiAVIV EASTERN. METAL SUPPLY, INC OTE WALLIFLOOR/CEILING M0UN77NG SEC77ONS CAN BE ++ IL ECO ,,.. 4268 WEST ROADS ORNE COMB/HED W ANY WAY TO SUIT ANY INSTALLATION. TRUSS HFAD BOLTS ARE I/2 0x1/B7TI/CK ENDTIWT TESTING R ENGINEERING COMPANY WEST PAW BFACH,n-JJ407 NEAP MACHINE SCREW W L(SH 6356 Ne.JSA SL Stn,3a5,V.acxu G.Am n.J316e PHONE• 561 209-8263,FAX: 561 84f-1716 17-094 AS PER NOTES A.2 g B.2(SHEET 1) anon.;fJa5le71-153o..—;(=X71-1531 �,•w ) ( DRAWING No ES-00067!9 _ WALTER A 77UIF Jr.P.E. un 15-ar a�/v/1 FLORIDA Ua of 4411 SHEET 4 OF 15 C4LK-IN,,ALL PO/NT SOUO-SET OR ELCO male/tamale PANELMATE& TASEE S E fALLF R SPAANCCING) E D. W11/4' SIDEWALK BOLT OR® (SEES E CALK-IN OR ANCHORS %�' TASEE S E c"-IN FOR ANCHORS (SEE SCHEDULE f R SPACING). j Qy IY/�fV/I/4 0-20 ��� (SEE SCHEDULE FOR SPACING). E.D. (SEE SCHEDULE FOR SPACING). E D. / 7f9 ttUUSSH 0 BtJLT++ Y%/ POURED (SEE SCHEDULE FOR SPACING) POURED POURED CONCRETE CONCRETE CONCRETE RFO717RE0 _: C I I x 5 Ia POURED I I I I I LEG LO n0, { REOUO R� Cont I Can/. I a cont I { f I I I I { II C 1'MINIMUM { �✓ _ !' I I = SEPARATION TO ! �+ SEPARATION TO I { EXISTING CUSS N EXISTING GLASS ( W I 7'MtNtM { I I { I N I'MINIMUM I { SEPARATIMUON TO I SEPARATION TO I I EaGsn,c cuss I I I - - a I II e I DSDNG CUSS 7/Dbx3,/32' N ®32t 2'00UG NUT Ta ! {I { ( 122,0.C. I { t I ALTERN4TE 7 i { I 9 { LEG Cont I Cont. I { LOCATION }I I T I 7 cant I POUREDCONc f r TE BLOCK wAttE I / / WMA AA(`t TERt+WT£ BLOCK WA I (� '/ LEG LOCATION REQUIRED I I I (.000 11.000 r- CONCRETE 1' { 1 I { REQUIRED (SEE S OR C4LK-IN OR ANCHORS E. E.D. / (SEE SCHEDULE FOR SPAC/NC), l TAPCONS OR CALK-lN ANCHORS-I' NCHORS TAPCONS OR CALK-IN ANCHORS POURED (SEE SCHEDULE FOR SPACING). POURED .(SEE SCHEDUL£.FOR SPACING). t:; ' CONCRETE CONCRETE c4LK-1N ALL POINT SOLtA-SET OR REQUIRED REQUIRED ELCO m010errrala PAN£LMATE 0® E D. W/1/4ro-20 SIDEWALK eotT OR la W/ W/r/oro-zo TRUSS, D BtlLT++ (SEE SCHEDULE FOR SPACING) ALTERNATE WALL MOUNTING INSTALLATION (a M ) CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING SECTION 7 SCALE:3/8'- T' INSTALLATION - SECTIONS INSTALLATJON - SECTION SA INSTALLATION - SECTION 9 SCALE:3/8' l' SCALE:3/8'o 1' SCALE:3/8'a i' ALTERNATE CEILING&FLOOR MOUN77NG/NSTALLA170N-SEC71ON BA VAUD ONLY FOR Max.ASA DESIGN PRESSURE RATING OF+70-75 �Euruiu. n4 E r D. SEE SCHEDULE ON t vF•ri�s•A•� 999H£ET f0 OF 15) *�. :~••� Vim*•'��"� 44187 FLORIDA BUILDING CODE (Non Hlgh Velocity Hurricane Zone) 711 02017 RLTECG INC. 8.040 BERlNA ALUMINUM STORM PANEL C r `Sf > OF *��� 2.25"DEEP DRALWN Dr' 511 SIDE WALK 80LIS ARE 3/4 0x3/JMICK ={�'••• ♦� 07/ATE- NOT£FOR cOM87NAnON OF SECTIONS: HEAD LIACH/NE SCREW ti4/tENGn1 '- �ORIDa.�'�`�i,J EASTERN METAL SUPPLY, INC DATE - HEAD PER NOTES A2&B2(SNEE7 1) -- - �� S••••"••..... �L t L EGO !N C. 4268 WEST ROADS ONVE WALL/FLOOR/CElUNG MOUN77NG SECTIONS CAN BE ++ + sIV A�`�� 1 wEST PALM BEACH,FL 33407 COMBINED!N ANY WAY TLl SUIT ANY INSTALtA770N. TRUSS HEAD ROLL'S ARE f/2'OxflMILK w` rr r //L+� TICCIT TESTING&ENGINEERING COMPANY pHONE 561 209-8263,FAX., 561 841-1716 17-Dg� HEAD MACHINE SCREW W/LENCTl4 rr/r/I/ W3.$NM.]6N�nn,,Sfw Jaz.YAGYA GVmFhx N.]]r6E ( ) ( ) ft AS PER NOTES A2&&2(SHEET 1) Frtero r(]as/sn-+JJo.t:(]0.il"tt% r as —- a as z,-=,N, EB-0006719 ora rJ-o.2 WALTER A 171LR Jn F.E. SHfEl 5 Of 15 FLORIDA L7c. 44167 TAPCONS.ELCO mole/ female PANELMATE OR TAPCONS,ELCO mote/ TAPCONS, OR CALK-IN ANCHORS TAPCONS.OR CALK-IN ANCHORS CALK-IN ANCHORS female PANELMATF OR (SEE SCHEDULE FOR SPACING). E D, (SEE SCHEDULE FOR SPACING). (SEE SCNfOULE FOR SPACING). A CALK-IN ANCHORS f D 7� (SEE SCHEDULE FOR SPACING). . POURED POURED •o" CONCRETE CONCRETE \ REQUIRED REQUIRED \ POURED 2 E0. £p. E0. E0. I CONCRETE POURED I I ;REOUIREDWCOREQCant. CaI �����P�,;.J•....5 J� I --0a cant I I —®cant. �� � CEN F•..� I I I i IXISRNC J I I I / I I � 1 `*• •! , � I I I ': I I CLA55 IX/SNNC J �� 7 l I j GLASS I'MINIMUM SfPARARON TO /Q I _ EXISRNG GLASS I I ��0�'.�' P �I,��, I j !' rIONM I I 1 I,MINIMUM �� O �D •• �' I I SEPARAnON TO SEPARATION TO I I �s{S'O�•LE\G/rr,1' EXISDNG GLASS IXfSONG GLASS 16 DETAIL.2 I DETAX 2 I I I I I I I a I I I I l I T_ I fd 1/4•0-20W � BOLTS W1718 , I j L I'MINIMUM J/32'WING NUT® I I I I I SEPARARON TD 12'0. C. I I 1 I I IXISRNG GLASS I 16 I 2 17/8'0 r J/J2' WING NUT 0 d I I I/4.0-20x1• 13 I 12'O.c. I BOLTS W/7/B 0x Con1. I I EDGE OF I I 17 B'0 x 5/J2' J/J2'WING NUT®. SLAB IF POURED W ^'rN,C NUT CONCRETE I 12'0.C. ALTERAMTE LEG T I APPLICABLE f2 O.C. OR CONCRETE FF-- LOCA ON BLOCK WALL POURfO REQUIRED OR CONCRETE I Conf. I Q - BLOCK WALL ALTERNATE LEG 7APCON$EL DO M. h REQUIRED I �6 I /• / l-- LOCATION female PANELMATE OR — l _ CALK-IN ANCHORS 6 Cont. U POURED /7I,._II w (SEE SCHEDULE FOR SPACING). INTERIORLY REMOVABLE PANEL I CONCRETE TAPCONS,OR / I / o W/SIDEWALK BOLTS EE DETAIL 2 REQUIRED J/ 14— TAPCON$ECCO mole/ CALX-IN ANCHORS I TAPCONS, OR I I. EDGE OF famaly PANELMATE OR CONN;�TED TO!THRU 5/80 (SEE SCHEDULE £.D. POURED .CALK-IN ANCHORS / SLAB IF SECTION 10A CAU(-IN ANCHORS HOLES AT Q6)0 6'O.G @FASTENED FOR SPACING). U CONCRETE (SEE SCNIDULEJ U APPUG BLE (SEE SCHEDULE FOR SPACING). 6 Cont. AT REAR Y/7/B OxJ/JZ'WING NUT REQUIRED FOR SPACENG). �E.D,—i ®EVfRY SILALK BOLT. INTERIORLY REMOVABLE PANEL I W, IDEWALK BOLTS EE DETAIL 2 1/4=TOkI•-£S.5/DEWALK BOLI; SECTION 11 A CONNECTED TO�THRU 51810 j6-'O W TERIO SLOTTED-Li TIXm j() SECTION 108 SECTION 119 "A��Wr/e 0.°iJ2 FASTENED 188' IHRU KEY RLMOY..B0 PANQ 1 CEILING & FLOOR MOUNTING INSTALLATIONS 0 EYERY SIDEWALK BOLT. THRU KEY NU®0 6'O.0 W/r/1=10 NUT AT AFAR. WALL MOUNTING INSTALLATIONS SECTIONS 11 REMOVABLE PANEL SECTIONS 10 SCALE:J/B'= 1' I SCALE:J/a'. 1' I I INSTALLATIONS VALID FOR PANELSni USED JOINTLY WITH INTERIORLY REMOVABLE PANELSFLORIDA BUILDING CODE (Non NJgh VelocIty NurNcone Zone) EDGE DISTANCE 02017 IXTECO,INC. 0.040"BERTHA ALUMINUM STORM PANEL LO.SH�S 0EDO•IS) 2.25"DEEP DRAWN en 07/25/!7 040" 114•HOLE©6•D.G. - - - C EASTERN METAL SUPPLY, INC DATE. NOTE FOR COMBINATION OF SEC170NS I ECO 1 N C. 4168.NEST ROADS DRIVE DETAIL 2 — INSTALLATION OF 1,14'x1' TfCUT TEST/NG @ENGINEERING COMPANY warm BFACH,fL JJI07 WALL,/FLOOR/CEIIJNG MOUNTING SECTIONS CAN BE eTIEW JS1A. s&.EN,INEE NTrPANY PHONE:(561)109-B2e6J,FAY:(56x)841-1716 17-094 SIDEWALK BOLTS OSIDEWALK BOLTS O REMOVARL�����PANEL COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. PHP•` `"/Sw• `(297=1-Isn m SCALw �� ORIWMG No E I'=I' EB-000571_9 o"x WALTER A TILL?Jr.P.E. c fLOAlDA U, 44767 SHLET 6 OF 15 TAPCONS,ELCO mole/ TAPCONS.E100 mole/ A tamale PA Tr OR tamale PANELMATE OR a a ° a CAtK-tN ANCNOR5 CAtlf-!N ANCHORS (SEE SCHEDULE FOR SPACING)• $ (SEE SCHEDULE FOR SPAC/NC). C d , a4 2' J t/z' ExrsDNG POURED CONCRETE CONCRETE -- ma BRICK WENER REOUIREO -i REQUIRED � I I 3 PIN TION \ I I Cont { Cont. I I { ry5 (T)114'-20.112SIDEW "W1Alm I SIDEWALK BOLT W/ ' o 1/4 a I { (MOUNDNG 601V I I'MINIMUM , t SE?ARAWN TO I V { EXISTING CUSS —7 I 1/4 DAY ELCO I I POURED CONCRETE mala PANELMATE WAS EXISTING I I (3)f/4'-10+r!/?"S.S OR CONCRETE BLOCK SCHANCHORS(SEE STEEL ANGLE UMEt h SIDEWALK eOLT W/ 'y N yw WALL REQUIRED I SPACNO).ULEFrJR AS APPLICABLE I 1 1'MINIMUM 1/4-20 JACKNUT j ffi SEPARATION 70 ( (1)AT FROM RANCE .•5 t'MINIMUM SEPARATION EA7STINC CLASS i I ( I TO EXISTING CLASS SIDEWALK BOLT W/ X/8 I t/4.OWRIA NRAANCE I X/B (f o ( I i I I � I I EXISTING i I tl I BRIC/4'K SILL I a� StQEWAtK BOLT W/ T t 0-20 1/4=20 JACKNUT i BOLTS W/7/B'dx t (2)AT/PONT FLANGE ~! `s '. «{'• 3/32 WING NUT m I �I I2'0.C. { I I I N I 1 1/4A{tN' TRA ON 10 CRIT£/ ) APPLICABLE BLOC") I ( I r 1/4'0-20 x J/4' i I I 114..0-20 r J/4dx' I I .• ASN/NC IF BOLTS W17/6'Ox W/ ;(CONCR£(E POURED c 3/32'WING NUT® POURED ci 3/J2'W/NG NUT® S . I CRETE 12"O. C. CNNCE11"O.Cr OR CONCRETE O •I, .• •4 I I BLOCK WALL BLOCK WALL .'I. '. _ ..._ .:: �• REQUIRED .o REQUIRED o I TAPCONS ELCO motel� Cont. t t TAPCONS,ELCO male/ I Iemale PAN£LMATE 6R I 5 CONS,-INE ANCHORS 77 EETE OR SCtN ANCXORS 2' J 1/2'----� tltt)+'({,�^,IIL� •. (SEE SCHEDULE FOR (SEE SCH SPACING). AGW MAX 1t3 SPACING). 5 5 B BRICK .,'100.0— m ���i.,••i�10EiVS�C'';dx¢s�.. Cant. ContYEENER POURED CONCRETE f//4 OxT ELCO male OR CONCRETE BLOCK FANEWATE TVA$ANCHORS �t: vw. SECTIONS 12A WALL MOUNTING INSTALLATIONS WALL.REQUIRED (sEE scxEQBLE FOR SPALYNG). iSECTIONS 128 TA OF SECT ONS 12 BUILD OUT INSTALLATION _ p, AZ SCALE:3/B 1 SECTION 13 �r .,,dR10„ ��tttt SCALE,3/8'> "FLORIDA SUILDINO CODE (Non”Nfgh��dAi<j{Allt�i q�e Zone) E:a EDGE OrsTANCE INSTALLATIONS VALID FOR PANELS�1 USED JOINTLY 0207 RLtECO.INC. 0.(140'BERItfA AGUMtNUM STOR L.G. (SEE SCHEDULE ON 2.25'DEEP DRAWN Bn SHEETS f0 of 15) WITS/ INTERIORLY REMOVABLE PANELS n _ _ _ . .. /► 117 EASTERN-METAL SUPPLY, INC ODA NOTE FOR COMBINATION OF SEC1701VS: M L E C INC• 4268 WEST ROADS QRNE TILUT TESTING A:ENGINEERING COMPANY WEST PADA BEACH,Fl.N407 17-094 WALL/FLOOR/CEILING MOUNTING.SECTIONS CAN BE sus A.Jaen5L,�0 Jos..ccto0s.2 orae PHONE:{56/,1209-826J fAX:($6t}84J-t7t6 COMBINED TN ANY WAY TO SLIT ANY INSTAUATtON. Pn�e r tJaJ)..TI-Luo,r r(JosMn-Iur Ar.w arr a[�ar oArr DRAWING No fB-00067/9 Uc. WALTERDA A Blf;Jt.P.E. r $BEET T OF f8 r20Rt44167 a (1)1/4"--20x1/2"S.S. (3)1/4=20x1/2"S.S. SIDEWALK BOLT W/ SIDEWALK BOLT W/ 1/4"-20✓ACKNUT 1/4"-20 JACKNUT (MOUNTING BOLT) (2)AT FRONT FLANGE \ 1/4"Max. GAP 1/4"Max. GAP CONCRETE ANCHORS(SEE SCHEDULE) J. �yJ T Mox. r f Min. ,'; ,Aldi \\\\\\ ` 0 01 0 0 1 1 SECTION B'—B' SCALE: 1/8"- I' 0 1 1 1 N (WHOLE) (WHOLES) 1/4"-20x1"S.S. (WHOLE) BUT NOTCHED 1EA CORNER® SIDEWALK BOLTS. SEE DETAILS 2/6, (WHOLE) v 1 LNJ SHOu4 / WN AS 2/14 (WHOLE 1 ` W Pi .8 . INTERIORLY REMOVABLE PANEL 10 B B 0 W/SIDEWALK BOLTS(SEE DETAILS __2186, 0 HOLES ATCONN©®D 6'OO@C&RU -W+ N FASTENED AT REAR W/7/8 0x3/32" EIRWWING NUT® EVERY SIDEWALK BOLT. a p 1 2„ 6 0r J —J 1 t OB/6,1 i B/6, OA 6,1 A/6, 106/14,118/14 10A�4,1 A/6 [j. CONCRETE ANCHORS (SEE SCHEDULE) 3• Max. 1 1 Min. 1MMin. s SIDEWWALK BOLT W1 INTERIORLY REMOVABLE STORM PANEL 12B/7,138/15 128/7,138/1 OVERLAP RANGET E' PARTIAL ELEVATION Y 3" CONCRETE ANCHORS (SEE SCHEDULE) ,T (3)1/4'-20x1/2"S.S. SCALE: 1/8"= 1" MOx. Max. SIDEWALK BOLT W/ 1 Min. 1 Min. 1/4"-20)ACKNUT IIIN1,0Ii150"0z� INTERIORLY REMOVABLE STORM PANEL (2)AT FRONT FLANGE I�Iof' �RA:•T7, � ELEVATION X `�.�'��Q;••�vCENSF�:�9=, SCALE: 1/8• - �•f/4"Mox. GAP 1/4"Max. GAP 77 FLORIDA BUILDING CODE Hon High Velocity Hu one Zone 1 ',�/el 02017 TLTE00,INa 0.040 BERTHA2 25MI DEEP STORM PANEL DRAIN er,• 07125117 1 sPuc£D PANELS.. __ -_- ._ - ---EASTERN METAL SUPPLY, INC LIAM SECTION B—B ® 1/3 OF 1 L E C► 1 N C. 9268 WEST ROADS DAVE TILLIT TESTING&ENGINEERING COMPANY WEST PALM BEACH,fL)7407 17-094 SCALE: 1/8"= I" 6]J7 m..7fla.St,51..JOA races r.Np04 n.vraa PHONE.(561)209-826J,FAX.(561)641-,716 Paver,:(JA!all-I5J0,/c•t(.10.!17]1-ISII �� ay. amvr� n4 MANG Na £B-0006719 WALTER A 77LUT Jr.P.E. an,spa ori, a SHEET B OF 15 rzOR/Da Lie. 44/67 POURED CONCRETE II II OR CONCRETE BLOCK WALL REQUIRED YAR/fS J'II II 2.500'Min, Mox. I I 5 OR©OR 6A ORO CONCRETE ANCHOR\ 1.500 ® I7'0.C Min. POURED CONCRETE I OR®OR OR 2 OR� OR CONCRETE BLOCK c WALL REQUIRED G II OR CUT PANEL � 1• I �/ 1.000' h CONCRETE ANCHORS II ®12'0. C. ,Sy i II At x 2'+.055'TO ALTERNATE LEC LOGIRON 2'x 5'x.055'Cont. At...ANGLE OR l L O O O .080'J10 5-H154 SHEET 1 � L � N� I 2 OR. ,j OR 4 OR $ METAL Alum.BEAT PLATE 2'x H x OR 6 'o � II OR OR 6A OR OOR O C—t.At... OR 6065-T6 ALLOY D Cont.Alum.ANGLE '�? \ II �Mox. \\ IIIIII OR OR 2 OR�OR CASE C (Plan) o�J CASE A (Plan) — 1/4'o BD�T SCr7LE. 1/4"= I" ®24'O.C. 4'x 4'+.072' SCALE.• 1/4"= 1" W/JACKNUT J 05-H Cont Alum.OR6063-F6ALLOY CASE B (Plan) SCALE.• 1/4"= 1- 2'x 3'+.09J'3105 H-14 OR 6065-T6 ALLOY Cont.Alum.ANGLE WITH ANCHORS® 12'0.C. Min. POURED CVNCRfTf r•50 X OR CONCRf1E BLOCX (REDID) • WALL RED,RED HALF PANEL 21/4•CAP IIII UI 771j�4 ���`'�� JCEN /r`� '• •�. X=B.O. DISTANCE ,1w REQUIRED JF- f-POURED BLOCK WAOLRL /�.l J :• 1�y,4� STATE 0 CASE D (Plan) °,e�`,'••�ORIOR:�����`��`• SCALE.• 1/4"= 1" CASE E (Plan) SCALE.• 1/4"- r' END CLOSURES DETAILS FLORIDA BUILDING CODE Non Hlgh VelocHy Hu one Zone) 02017 OLTECO,INC. 0.040" BERTHA ALUMINUM STORM PANEL LC. 2.25"DEEP DRAWN Br. 07/25//7 - - - C/► EASTERN -METAL SUPPLY, INC DATE- 4268 WEST ROADS DRIVE TICCIT TESTING h ENGINEERING COMPANY WEST PAW BEACH,FL J3407 6W HM.JfN Rf St..Jos.YLiG'NA 0A•LEXS 2 JJr6e PHONE(56I)T09-82B,x FAY-(561)841-1716 17094 Finis r(JOJ/JTI-IJ]4.Fmr nW�7r-IJJI _ vv. nt DRAWING No EB-0006719 WALTER A RLLIT Jr.P.F. ao u�Hx crAWr J SHEET 9 OF 15 FLORIDA Lie. 44167 MAXIMUM A.S.D. DESIGN PRES�'URE RATING (P.S.f. WN CORRESPONDING MAXIMUM PANEL LENGTH "L" (Ft AND COMSPONDING ANCHOR SPACING "S" (fn ) SCHEDULE FOR INSTALLATIONS IN CONCRELTE. CONCRETE BLOCK AND WOOD FRAME STRUCTURES Mo"PANEL LENGTH Va.ANCHOR SPACING AS.D.DESIGN 0.040"ALUM/NUM PANEL�IG�ZV PRESURE RATING **MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2"EDGE DISTANCE. tPs•L) f12�-O' SECTIONS: SECDON. SECRON. AL SECRONS FOR E. D. LESS THAN 3 1/2; REDUCE ANCHOR SPACING BY 2 5. 1p 12 13 MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE: Min. f. D. FOR CALK-IN ANCHORS 7S 2 1/2). +25.0, -25.0 12'-0" n'-9" 8'-6" 12"tt FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT B£LESS THAN MINIMUM SPACING +25.0, -J0,0 ri'-5" 10'-9' e'-6" 12'tt INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR +J0.01 -35o 71'-1" i0'-6" 9'-11' 8'-6' 12'tt ACTUAL E. 0. PAN£LMATES 7APCON SILID-SET CALK-IN +J5.0, -40.0 fo'-5' 9'-10" 9'-4' 8'-6" 12"tt J" .86 - .78 .75 +40.0, -45.0 9=10' 9'-4' 8'-9' $'-6' 12'tt 2 112" .71 - - .50 +45.0, -50.0 .9'-4' 8'-10' 6=4' 8'-6' 12'" 2' .50 - '- 1 1/2' - J5 - +50.4 -55.0 8'-10' 8'-5` 7'-11" - 12'tt +55.0, -60.0 8'-6" e'-1' 7'-7' - 12"tt ANCHORS LEGEND +60.0, -65.0 6'-0' 7'-9" 7'-4 - 12"tt ANCHORS ANCHOR MiN. +65.0. -70.0 _ TYPE SPACING 7'-5" 7'-5" 7'-0' 12'tt +jtlltlJ!(iii*���� TAPCON +70.0, -75.0 6'-Il- 61-11" 6'-9' - 12'tt PANELMATJ'0" ES +75.0, -80.o 6'-6" 6'-6" 6.'-6' - 12" CALK-IN 2.5" ; _• =-�7 ' +80.0, -85.0 8'-1" s'-t" s'-1` - 12" SOLID-SET 3:5" �b STATE DF ' +850, -90.0 5'-9" 5'-9" 51-9* - 12" .�� "• /�/ t<LI�� SEE NOTES ON SHEET 11 THRU 15 OF '9���':•; QQ,:'"15 FOR PANEL LENGTH UAfffA77ONS FOR +90.0, -95.0 5'-6' 5--6' S'-6" - 12" CEILING I SIALLAT1oNS NT0 WOOD Mr��ss/D�A1.F i�j111' NGS. +95.0, -100.0 5'-2" 5'-2" 5'-2" - 12' +100.0, -105. 4'-11' 4'-14' 4'-11' - 12' +105.0, -110. 4'-9' 4'-9' 4'-9" - 12' +110.0, -115. 4'-6" 4'-6' 4'-6" - 12- +115.0, -120. 4'-4' 4'-4" 4'-4" - 12" +120.0, -125 4'-2" 4'-2" 4'-2' - 12" FLORIDA BUILDING CODE (Non High,Ve/oc/ly Hu one Zone) +1254 -1J0. 4'-0' 4'-0' 4'-0' - 12' o2017 7XIEGG,Na 0.040" BERTHA ALUMINUM STORM PANEL (2.25"DEEP) DRAWN BY.. 17 SECTION BA IS ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RA77NG �_ p7/zM- UP TO +70, -75 PSF. EASTERN METAL SUPPLY, INC DA>E Iff Max. ANCHOR SPACING FOR SEC77ON 8A SHALL BE 6"O.C. ! G CO 4268 WEST ROADS 1- TILLLT TESTING .ENGINEERING COMPANY 17'L'ST PALM 6J,F F!"561)8 17`"DJ4 axxa N•.Jstn srs.x8,w.., uaxRz n.orae PHONE(S61)209-826J FAX(587)847-77ld NOTE: MINIMUM PANEL LENGTH IS 3'-O 'L ES-0006719FTm/en 7ssr eR a w: DRAWNCNo Jr, WFLORTER AALA Um1/T n1 .E. Is-oti! / • SHEET to Of 15 IDr,A + $14 S S.HEX WASHER HEAD WOOD SCREWS 0 12'0. C. W/ 7 7- 1 J 4'Min. THREADED PENEM770N. -•„ .-4 114"0-20 xJ14'BOLTS 814 S.S.HEX WASHER HEAD 814 S S.HEX WASHER HEAD W10,575 x0.675xi/B'SO. }MOOD SCREWS 0 12'A,C.WWDOD SCR41VS 0 12"0.C.Wj � t S SCREW HEAR AND W17/8 irJ/32' / 1 3/4'Min. THREADED PENEM770N. �1 3/4Min. THREADED PENETRATION ff Cont. KIND NUT 0 12'0.C. 500' ex� V Ir500" .250- 7 i. 2' mMin. 2 cont i 2 Cont. 'Mn. ,..-;' ( tom•, :r:.-:� ( wDoo HEAOER REDvrRED I REQUIRED ER WOOD RHEADER I ;o i m SEPARATIEO ON ( 1,xu�r I'Mn• ( x ( $ mN To G�S ( -�% EXSTINGOCLASS d TO GLASSNC i 1 CONT. ( CONT. ( /40-20x3/4"S.S.M,S I• I,'•.,, _ 1 — 1"`.•'•• 7180 x JjJ2'WING NUT 0 °w 0EVERY STUD 0 12'O.C. /4'0-20 x314'BOLTS 0-20 x 314'S.S M.S. p a t2l a CJjJ2'WING NUT _ W/7/B'x J/J2'WINO NU7 2"x 4'PLAT 0 11"0.C. 2'x 4'PLATE REQUIRED REOUIREO . 9 Cont. 814 S,S.HEX WASHER HEAD HEX WASHER NERD 814 S S.HE WASHER HEAD WOOD SCREWS 0 12'0.C. W1 2'x 4'PLA WOOD.SCREWS 0 12'0.C. W/ {MOOD SCREWS 0 12'0. C W/ J 314-0,n. THREADED PENETRATION. REQUIRED 71314"MM. 7HREADED PENETRATION }3/4'M7n. TXRFADED PENETRATION. WALL MQUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ALTERNATIVE 1 SCALE: 114'@ 1' ALTERNATIVE 2 SCALE. 114'a 1' ALTERNATIVE-3 SCALE 114' NOTE FOR COMBINATION OF SECTIONS: .WALL MOUNTING SECTIONS CAN BE COMBINED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS IN ANY.WAY TO SUIT ANY INSTALLATION �ittt4jff44jr41yy NO 67 s FLORIDA BUILDING CODE (Non High Ve%chb, Hurricane Zone) 1. INSTALLATIONS ARE ONLY VA410 FOR MAX.A.S.D. DESIGN PRESSURE RATING 02017 Tu7£60 ma 0.040 BERTHA ALUMINUM STORM PANEL L.C. AND Max. PANEL LENGTH AS PER SCHEDULES SHOWN ON SHEET 10 OF 15 // _ ; (2.25"DEEP) DRAWN Or 'EXCEPT THAT PANEL'S LENGTHS FOR FLOOR/CEILING INSTALLATIONS Gj + SHALL RE LIMITED TO 109" x '".�t Q� �• +� 07125117 _ _ _ _ __ o A�ORipp•.• +++ /� ` -EASTERN METAL SUPPLY, INC D,7E: - 2. FOR-WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN � � � � f�`A��•'• •��t4�" /TIM�,a 0 i N C• 42ss WEST Rams DRng PINE No. Z W/SPECIFIC DENSITY OF 0.55 OR EOUAL r'•!�i�/�NALC,�16t4 111.LIT TESTING&ENGINEERING COMPANY •.rrrs /I 8159 N.M.J6M.s Ma Jp,1,F',.RCA:4 W 94 Cwa n.JiMa PHONE(561)2094263.FAX(561)84- 16 . f.I/iltffrdfr Pn«,.r ttro 71-tw r r(.m g71-ml m awnw ars m.m marimr arz GRI MM;NO EB-0006719 p5 1, p7 r + SHEET}1 OF 15 WALTER A RELIT Jr;P.C. ' fLOR57A ttc. 44157 : /16'O.D.x 516'LONG BRASS 114 S,S.HEX WASHER HEAD: BUSHING W/11410-20 x i' WOOD SCREWS 0 12'O.C W/ S. S.M.S.W1 XEYHOLE WASHER 1 J/4'Min, THREADED PENEMPON. 10 MAL OR 114EIFEMALE'PANELWTE W1 4 716`W.PENETRARON A i2'ac 114"0-20 x314'S.S.M.S. W04 S S.HEX WASHER HEAD W/0.675"x 0.675'x-CfB'S0. OD SCREWS® 12O.C W/ t 5 SCREW HEAD AND W/7/8'z 3/32" tMin. THREADED PENEIRARON. Cont WING NW®12`0.C. JE t i .SOD" iI tet. Afia Mln. 1 2' I I 3 WOOD HEADER WOOD HEADERO .:,•,M• 1 REQUIRED i 1 Iy REQUIRED i I {nI j REQUIRED DER I +i..i i'Min. I SEPARATION I Z SEPARATION I I TO IXISDNG I RD EXISTWGi'Min, i GLASS GLASS ::. TD EXISRb'G I � I 1/4 0-20x314/' 71810 x 3/32•' j d WING HER'® I Q I t2*0.G. I i q t/4 C-20x3/4' i '1 q I I 71810 x 3/32" I I t14b-20xJ/4" I 1 � WtNC NUT is � w' .00' I Silk.,,";r M.S. W/ 12"O.C. WING NUT® I I 12`O.C, � I I 5 Cont TFTW WOOD STUD W � 6p REQUIRED 114 S.S.HEX WASHER HEAD t Cont. WOOD SCREWS 0 12'Q C.W1 j - 1 314"Min. THREADED PENETRATION Cont. 2'x 4'PLA x014 S.S.HEX WASHER HEAD 0 UIDOIDTH OF PUDE. 2'x 4'PLt REQUIRED WOOD SCREWS i& 12`O.C. W1 R£OUtR£D 1 314'Min. THREADED PENETRATION �t4 S.S.HEX WASHER.READ ®M/DW/DTH Or PLATE. WOOD SCREWS.m 12`0.C. W1 t 314'Mitt.THREADED PDVVPA77ON ®M/DWIOTH OF PLATE WALL MOUNTING INSTALLAT/ON (WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION ALTERNATIVE 4 6LAL.' 114'- 1• ALTERNATIVE 5 SCALE', 114'¢ 1' ALTERNATIVE 6 'SCAB'° 114'= t INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTE FOR COMBINATION OF SECTIONS: 411.F((}ASS WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUtT ANY INSTALLATION. Ar NOTfS; QF i FLORIDA BUILDING CODE (Non N/gh VetoCLk Hurrlcone Zone) 1• 1�1?LL TI NS ARE OCIN VA P ROSC DUi�. DESIGN OURESSURE 77NG OP l �+� Qg1D4:.•'' �w�3`�, o2ot7 ALTECo,Na 0.040' BERTHA ALt1MlNUM S70RM PANEL La EKDEPT THAT PANEL'S LENGTHS FOR FLOOR/CEILING INSTALLA77ONS �+ Ss/.."'•"�c�C'l� P..2$"DEEP SHALL BE LIMITED TO 103' dNAI Y 141 o7/2s1T7 too,, oo _ --.-EASTERN--METAL SUPPLY, INC DATE _ 2.FOR WOOD FRAME CONSTRUCTTON:-WOOD MEMBERS TO BE SOUTHERN IMG. 4269*W ROWS DRAS PINE No, 2, W1 SPECIFIC DENSITY OF 0.55 OR EQUAL. TILLn-TESTING 4t ENGINEERiNG COMPANY WEST PAW 26S,SFAF n.J61)8 17-094 B.SfS M.F:J6u+,se St...v,,vacvA aV M$n.M166 PHONE.(561)209-626J,FAX-(561)641-1716 vMm r 7a5fdTt-tu4,f:tJosj37f-rue m.+a anxxrnar wrs M.» nttloevrxn urz DRAWING NO EB-0006719 WALTETT ALfRc.UR Jr.P.E. SHEET,12 OF 15 tZORlOA '44167 7116"O.O.x S/B'LONG BRASS .. BUSHING Wj 114-0-20 x!' r 114 S.S.HEX WASHER HEAD S. W/KEYHOLE WASHER 114 S.S.HEX WASHER HEAD WOOD SCREWS W/R J/2�Min. '�. OR f/9b I.fALf/FEM4LE PANELM4TE WOOD SCREWS Wj 1 7/2`Min. THREADED PENCIRAT70N 0 4 oa 4•x 6•(Mtn.)EXIS77NO W/1 7/8'Min.PENE7RA170N 0-12'ox THRrADE0 PENETRATON 0 4'o.e. 4'x B•(M'nJJ EXISTING WOOD BEAM RECUMD. WOOD BEAM kEOUIRED. STRUCTURAL ADEQUACY ltRAt.ADEOttACY OF M TB OWOOD or EXI " OF£XSRNG WOOD � BEAM 70 BE CERTf/fD 4�` BEAM TO BE CERnnED BY REGISTERED ENGINEER Y RECISTERED ENGINEER OR ARCHITECT PRIOR I OR ARCHITECT PRIOR' TO SNURER INSTALLATtlN. I TO SHUTTER INSTAUARON. •• ,.� MJm l i t I Cont Cont I } WOOD HEADER I ! I I o REQUIRED -5&. /�� i 1 qq--SEPARATON 1 1 L 7/B•r J132W I . J�70 f ASSNG t WING NUT a I I•Min: 1 CLASS , /2"0.C. I 2 SEPARATON I 1 I O I W t 70 EXtS7WG t et I 2 I CCASS 1 G` G3 t"Mtn. i SEPARARON 1 TO GLASSS i i I I I i/6'o-20rJ14' SSM.SWr e I I I 7/6`r J/J2 M1 i 7/6.0Ox vfiw NUT WNC NUT P 12.0.C. !2' .C. j0O Cont.D �..� At7ERNA7E t£Gi -LOCA77ON Ont� =- 2"x 6'MIDW/DTH OF PLATE WOOD DECKSOD-WOODPLAT£ s •• RfONREO EOREQUIRED 7116'O.D.x'S/B•LONG BRASS BUSHING W/1190-20=f' -- S.S.M.S. W/KEYHOLE WASHER119 S S NfX WASHER HEAD OR 116'0 MALE/FEMAS PANELMATE 1.00 1t4 S S HEX WASHER HEAD WOOD SCREWS.W/1 1/2•Min. W/1 7,/B'M+n.PENETRATON @ 12'c.c WOOD SCREWS W/1 112'Min, THREADED PENETRATON 0 4'mc. THREADED PENERJATON®4'o.c. WALL MOUNTING INSTALLATION (D.A.) CEILING & FLOOR MOUNTING INSTALLACEILING & FLOOR MOUNTING INSTALLATION ALTERNATIVE 7 'ruZ: 114 = 1 ALTERWI T/Vf 8 1/4*- I. ALTERN TA /VE 9 sca1E: r/4 = r• INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTE FOR COMBINATION OF SECTIONS tIP �R A. WALL MOUNTING SECTIONS CAN BE COMBINED .,�1i•�.•.•'.\CjEN�••,Old IN ANY WAY TO SUIT ANY INSTAUAAON. ♦\ V' y • 418( a NOTES: .RI QF L FLORIDA BUILDING CODE (Non. Nigh Ve7oclty Hu one Zone) 1. AND LLA anS A EEONLY VALID R M MAX stDESIGNN PRESSURE ro RATING j ���`F{`f•.:2,�R1D4'••'.1���� 02017 nLTECa Na 0.040"BERTHA.ALUMINUM STORM PANEL L•c• PER2 2J�"DEEP EXCEPT THAT PANELS LENGTHS FOR FLOOR/CEILING INSTALLATIONS !'""��`"S/O�+A`'G�C?!t1JE� o>l2sfr 7 SHALL BE LIMITED TO 109" -'�!i*� X11 4 t �I� ........_+►t,t EASTERN-METAL SUPPLY, 'INC DATE: 2, FOR WOOD FRAME.CONSTRUCT ON: W0a0 MEMBERS TO BE SOUTHERN 11 LrE G O 1 N C. 4268 WEST ROADS DRIVE -- - W£5T PALM BEACH,TL J5407 PINE Na.2•W1 SPECIFtO OENSI7Y OF 0.55 OR EQUAL 714LIT TESTING X ENGINEERING COMPANY 17-094 4,155 NW,JAN n..5W.ta1Gn11 u40ens/L Ar69 PHONE.(561)209-6265,FAY:(561)641-f716 A4a+a:LJ45 azi-tSSO.fu!(wb}91t-15.!! �R ty y. yR ORMWG No WALTER A T EB-0006718 po rb-W1 1/zs/1 5 .1 Jr,P.E. fLSHEET 7J Of•f5 ORIDA LJe: 44167 A - I LJ14 S S.HEX WASHER HEAD .,� 114'0 LONG LAO SCREWS WOOD SCREWS W/1 1/2"Mn e 6'0.C.W/1 J/f"M'm 114•d UO SCREWS THREADED PENEM170H 0 4'D.C. 7)IREADEO PENE7RARON ge 0 a"Q Q W/t 314•Mln. 4"x 8•(Min.)IX15RNC To EXISTIHD WORD HEADER 7NR(7ip£o PENETRADON 4'x 8'(Min.)EXISTING WOOD 8FAM REQUIRED. /g 47 TO FXISRNC WOOD HEADER WOOD BEAM REOU/RfO. E or Da URAL ADEQWOOD f" •E4=�e--£ OF EXISTING WEAW yy S7RUOTURAt ADEQUACY BEAM 70 BE CERRnEO `Y 14 S.S HEX WASHER HIi1D OF IXISRMG WOOD BY REG/STEREP ENGINEER 4 B ' BEAM.TO BE CERnRED OR ARCM7EC7 PRIOR WOOD SCREWS WW1 1 112 Men 8Y REGISTERED ENGINEER- , 1HREAOED PENEIRA77ON.0 4 0 C OR SHUTTER ITR INSTIAL4IAOM 1O SHUTTER INSTALLADON. Min. tF N Cont. vA p I 2" I T I - I ;•-. i 2 cont. Jr � —h'- I WOOD i I 3 f COnt. r I Cont. HEAD �::' 1 I REQU/REDfJ I T 2 I I 1WOOD 1 1 I £Xf•71'NO-r i I HEAD I I j 4a� 1 I t CU55 i 'I REQUIRED t t 1 ££XXSSRD Jf�, MINIMUM I EEPAR4770M ; Q GLAISSNG � � 0 1 EEXISTING ON TO GtASS i I•M/MMUM 1 I I 1 Z SEPARATION TO IIIIIEXISRNGG GLASS 1 I I I t � i i i * t�7SRNG-i 1 DETAIL 4 I v � 1 I 2'r I• I 1/4'0-2Dx1' OLA6E I I 1 1'MINIMUM 1 t DETAIL { PLATE I I EAILTs W/7/8'Ox 1 'T i rj SEPARATION TO f I qK REQURtED f i J/J2•WMO NUT•® , , EXISDNG GLASS 12'0.C. 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AT REAR_7/B CrJ/J2•WING NUT }yam AfOUNTING lNSTALLATlONS o EVER' D AIX§DTE SEC IT ONS T ALTERN T1VE 11A A/ RNATIV 118 CEILING AX FLOOR MOUNTING tNSTA CATION 1/+'-zDr1 sa sroEWAur ALTERNATIVE IOB SrcrIONs 11 JJJl1///r//'r%•yr BDLJw W1J/4•SLOTTED HEAD, ;.J . t. SCALE:114'a t" Ai R•Tjuj FIXED 1NTERIORLY RE MD LE INSTALLATION ,DETAILS ON EX,�STiNG WOOD ,BUILDINGS �,�� 6 PANEL�1 THRU KEY HO_ �1 7/B"m x a/32 '),Ise^ 6•a6 W/11f=211 Nut A'�'r� . VALID FOR PANELS Cts USED JOINTLY _ �GE�1SF''••,, ;A WING NUT J , WITH /NTER/ORLY REMOVABLE PANELS T 1 ` I i , NOTE FOR COMBIfJATION OF SECTIONS: 'S'�� �A�QQ•:���,�� I r tF I REM WALL MOUNTING SECTIONS CAN BE COMBfNfD �'�'�iC�'•;�'�.�,. '`(►'����� I PANEL IN ANY WAY TO SUIT ANY INSTALLATION- � SSIf?NA��;"o NOTES FLORIDA BUILDING CODE (Non N/gh Velaatty Nurricone Zone) 1 t. tNS7ALLA77ONS ARE ONLY VALID,FOR MAX.A.S.D.DESIGN PRESSURE RATING ©2017 TILTECO.I= 0.040 BERTHA ALUMINUM STORM PANEL Lc. 0' i 1 2.25"DEEP) DRAWN Br: .1875' I I AND Max. 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