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WS-19-1054..�.:._._l.- Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Parcel Number 180 NW 101ST ST, Miami Shores, FL 33150 1131010230180 :ontacts Permit AVO.:' -S-05-19-1054 Permit Type: Windows/Shutters Work Classification: Shutters Permit Status. Approved Expiration: 11/12/2019 ALLISON ANGLIN Owner LOWE'S HOME CENTER INC Contractor 180 NW 101 ST, MIAMI SHORES, FL 331501214 PETER ANTHONY CAFARO III Business: 4073702872 tiRe Description: INSTALL (1) ACC SHUTTER Valuation: $ 1,100.00 Requests: 305 7iInspection n Re Total Sq Feet: 0.00 Fees Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Scanning Fee Technology Fee Windows/Shutters Fee Total: Amount $50.00 $1.20 $2.00 $2.00 $0.40 $9.00 $2.75 $60.00 $127.35 Payments Date Paid Amt Paid Total Fees $127.35 Check# 15674 05/10/2019 $50.00 Check # 15688 05/16/2019 $77.35 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, P UMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNEQAFFAVIT/�I certify the foregoing information is accurate and that all work will be done in compliance with all applicable laws rea ctio6�and ni ermore. I authorize the above named contractor to do the work stated. / Applicant / Contractor / Agent May 16, Date Page 2 of 2 \ G` C E V � Miami Shores Village AY 1 0 201 P� Building Department IVBY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201� BUILDING Master Permit No WS PERMIT APPLICATION Sub Permit No. KBUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP , CONTRACTOR DRAWINGS ff JOB ADDRESS: 100 ]� U) IDI ST City: Miami Shores QC�ounty: Miami Dade Zip: Folio/Parcel#: 11 —.5) C) i -0z'3 "OI ( 9() Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: //�� I k OWNER: Name (Fee Simple Titleholder): A- /I � Avri l 1 n Phone#: 3 `2 S5 --/r_5 % lb Address: I 10 11 City: 1 1 C S Stater _ Zip: Tenant/Lessee Name: Email CONTRACTOR: Company Name: U Address:'"CT0 )! %OX !0' City: DI 1C4ytC,to Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: Address: r Phone#:—) ! b %2-5 _ Zip: Phone#: Certificate of Competency #: _ Phone#: City: State: Zip: Value of Work for this Permit: $ ) ( 1 0c-) Square/Linear Footage of Work: Type of Work: ElAddition ElAlteration ElNew �� Repair/Replace ❑ Demolition Description of Work: � C4 —err / I 1 _�y 1 V L !'e� Specify color of color thru tile: Submittal Fee $ �A Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ ��• �� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. Ithe absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature// nature OWNER or AGENT ONTR TOR The foregoing instrumenj was acknowledged before me this day of �lPula i� 20 , q by Ifll ho*is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: MY COMMISSION #GG220664 EXPIRES: JUN 01, 2022 Bonded through 1st State Insurance ***************************** APPROVED BY (Revised02/24/2014) The foregoing instrument was acknowledged before me this 2)1— day of Gt/1 20._, by , r �IrC� who is personally known to me or who has produced identification and who did take an oath. NOTARY PLUWC: Sign:_ Print: Seal: :� ' N Notary Public State of Florida Geoconda Bonilla y�c My Commission GG 172860 �ip Expires 01107/2022 Plans Examiner Structural Review ********** Zoning Clerk � � , �'� C � f � �� t '� � �' .- � �. a I ' Lowe's Millwork Site: Plan ` _IQ_q X 6) 12 13 4• j 14 5Q ,�ZX Q 15 16 a 17 8 18 9 19 10 20 Winer Distance (indicate opening #1 ff 11 # If # Structure: SFR vCondo/Twnhse_ It of stories 1 Mean roof: Helghuk,�_, Length 443' wldth S� 1 Project: Windows 14 Doors N A Condo/Twnhse: Corner Unit(Y/N)_ lf(Y) size: Doors: Overhang(Y/N):_ if(Y) size Shutters p►•esent(Y/N):____ if(Y) type *lrAlcate alternate means of egress on drawing* Indicate interior layout to include bedrooms* WA � SIS uzlE�� CE II1 AY 1 0 L,1 v vlG� �oo nn :O) -"�k OiON I l! �i� �Si II - 10 sn4 Mi2m Shcres Vill;�ge ooYy", 8Y DAT 7C".IV-3 DEF F FI '>'3 DEPT _ ._. _ Juo„L" I i l) CG141 UANCE WI FH ALL FEDERAL STATE ANj C;C I.Ni e r A -ES AND REGULATION .. FAPNT• .. .. • •• • • • • ••• • .. ... .. . . . .. Customer Name: n (� (� • .5�6�LX 4 45Zn „�� w► • • . � • • • Address I gp ti l� r O l SST M Measure all openings to appl; 2511 rule; 000 0 • • f•• • • ` ^1S'• Date: FAX. Accordion - Order Form Customer: , Vendor# 84974 SOS# 494091 Store Number: Sales Person: $ {,_5 Eastern MetalSupAly _ , ............:..._._. 1 85.50 60.00 Y .........0 BG -- 85.50 - 60.00 -.. - -36 - Y --- -50% 50% Outside K -- B.1" WM B.1" WM $._.. 669.96 $ $ _._ .. ..- - --. .. _.. ..... .Z .. .. .. .. 3 _. _ _ 5 .... .._ ... .... ... _._.. _... .. ._. ,.._ .._ ... .... 6 _ I_ _. .... .... ___ ...._ __ ... . ... ............ . _.. 8 ... ... .._ ... .. _. .. .... .... .... ..... _.. .. .. .................. ._._ 10 . 11 ... .. ..., - .. .... _. .. ..... 12 ...... .._. ..... .... .... ... `... ... .... _ 15 ............................................................ ...... .. .. ._ ....... ............................ ......................... ......... ._ _ .._ _....._.. .. _ ... ....... .... ........ ....... .� .. .. ..............................._........................... 16............. ... _.. .... .... ... .... _..... ... ... ...._ 17 �.... 18 ..... ... ........_ ......... .... _........ .. .. -. ...................................... ........................... __.... .__.......__...__.._............................_..........._ ..... __.._................. _..... _............... _....................... .... .................... ...................... ................. .-.-........._...................._.........................__._.....................__.._....._..............21 .._... 20 ._ _._. ...._ ... ... _.. .. ............ - ._.......... 1 ... _ . ...... - ........ _ ....__ .... ............__... ... 24-- ..... . ._.. .................... .... 25 26 _ 27 __ _ _ ......_..._... .... ... ... .......... ._ ....... .. ..._l.... ............. __. _........ ... ........ ._ ......... ....... .. ... .. ...._ ... .. 28 __....._ ._ ........ .... .. ... .... .. .. 30 _...... ,__ . ........ ........ ............. .... ...._............................... . ................ ..... 31 - ....... .._. ...._ . .._.._. .... ........ .............. .... ................ . .... -----_...... ...... .... ..... 32 ...... ..._. _. .... ... ..... ..... .... ..._ -33 .. .__ .. .. .. ....................... ... ._ 35 .... ... .. .... ... ... _ . ... ... .. .. .. _.... ... ._.... ... ... 36 _. _._. _ 37 .... _ ____ ....... ........._. ... _ __. ..... .. ... .. ._...... .. .._ . _... .._ _.... __ __ __. 38 39 .............._... ........._.................L.._...._..._........._..____.._._..._....._........_..............._......_............__.._................................._....._..............................................._.............._....._...........................................................__....__._.._. 85.50 60.00 I 85.50 60.00 35` — - - - - i� - 669 96 �j $ $ TF Desciption City Retail Buildout, Install and View Ports $ 669.96 Accordion Drill Bit Kit (50057) (1 pc) 1 $ 11 55 Anile BUIICIOUtS $ - Spray (471 1 $ 11.55 • ar Vjary $Cf•S�Of�S• • • $ 25.40:Shutter _ ....................... .... ......... .......................; Hold Back Clips (50076) (1 Pair) .._. _............... _.... __._ ... ... .. 1 . .. $ 2 30 .__.... , • • • • • • • • • Perr�ij $ ...... .... ......... ....... > .. as ••* ••iIs re iOiTiib $..... 69536 - ..... ... ..i THIS QUOTE IS AN ESTIMATED PRICE BASED ON THE DIMENSIONS AND INFORMATIO YOU PROVIDED. FINISHED j I DIMENSIONS WILL BE THE SIZE OF THE UNIT(S). PLEASE CONFIRM NS WILL WORK FOR YOUR _. I ARE IN -i CUSTOMER PRIOR TO ORDERING. FASTENERS FOR STANDARD INSTALLATION ARE IN ING. FASTENERS DED, SPECIALTY ERS ................................ _..................._ .............. _..__..............__..._....... .._........_...................... _........ ............ ................................. ................ ...__....................... ......................... ....._....___........... _ ..... .._._........_..._........9 CAN BE PROVIDED AT AN ADDITIONAL CHARGE, SOS ITEM ARE NON- UNOABLE. MUST INFORMATION MUST BE CONFIRMIy •T Ti1i'•Ni OF ORDERWG. TO �/�`41J ORDER T+ilS F R UST E MPLETED. SIGNED. AND FAX ..._........................ ..............._............_...................._........................................................... I.... -. ............ ................... .. ......_...... ...... .. ............................... . __ ._...: _.......................................__..._._........_................___......._.___._........._.........._..........._..._......_......._....._> - .. _........_........ .... ... .....-__.. ....�.. ........_..... .. • OR EMAIU%D WITH A PLWCH.�E OR[WR TO AVOI UY j�E S BE R1sVRDERS�ASTERNME N-gGM. PLF#SE CONT USA F 1 IF 14592 OR EMAIL QUESTION VEA Y 5. Angle BuildoutTotal $ ,- - Hardware &Accessories Total $ 25.40. • • • • • • • + C • •COWES RSP SIGNATURE: • ` Form Updated: 8/16/2018 DATE: ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 Analysis by: EDWARD TORRES 5072 SW 164TH AVE. MIRAMAR FLORIDA 33027 PHONE 954 55970290 AR# 094792 Descriation: Allison Anqlin 180 nw 101 st Miami Shores FI 33150 Calculated Parameters Type of Structure Height/Least Horizontal Dim Flexible Structure No Calculated Parameters • )ortance Factor I 1 .... _ Hurricane Prone Region (V> 100 rvWW • • Table 6-2 Values • •. • ha = �959. •.. At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 1 = 500.00 ft Epsilon = — 0.200 — Zmin = 15.00 ft 990 980 970 960 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gust Factor Category 1: Rigid Structures - Simplified Method Max + Gust1 I For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.85 0.00 -0.55 -0.18 Gust Factor Category II: Rigid Structures - Complete Analysis 0.18 Zm Zmin 15.00 ft Izm Cc * (33/z)^0.167 0.2281 Lzm 1*(zm/33)^Epsilon 427.06 ft Q (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 _ 0.9143 Gust2 0.925((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 0.8799 Gust Factor Summary ...... G ISince this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.8511 990 980 970 960 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 Enclosed Buildings 0.18 -0.18 2/8/2019 950 - �` Developed by Meca Enterprises, Inc. Copyright 2006 Pa6e No. 1 of 4.' PDF Created with deskPDF PDF Writer - Trial ::.http://www.docudesk.com, "' .... ...... .... ...... 950 - �` Developed by Meca Enterprises, Inc. Copyright 2006 Pa6e No. 1 of 4.' PDF Created with deskPDF PDF Writer - Trial ::.http://www.docudesk.com, "' 2/8/2019 WIND14 Detailed Wind Load Design (Method 2) per ASCE 7-10 910 Aon 890 880 870 Kz Kzt qz Ib/ft"2 Pressure Ib/ft^2 119.79 _'I b/ft ^2 Parapet -Leeward Pressure -73.21 Ib/ft ^2 Windward Wall" Leeward Wall Total ShearMotet +GCpi -GCpi +GCpi -GCpi +/-Gcpi • m) (MEip•ft) 16 0.86 1.00 67.46 38.76 52.98 -23.90 -9.68 62.66 3!38 •t! 9 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 ' ' ;3'38 •54.14 15 15 0.85 0.85 1.00 1.00 66.55 66.55 38.15 38.15 52.37 52.37 -23.90 -23.90 -9.68 -9.68 62.04 ' 62.04. 3:38 **%38 1P4.90 :.=Q5 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 .38 206.41 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 38 5` .17 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 + . 3.38 .92 150.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 • 338 3 8.68 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 3.38 • •4(4344 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 9 3'38 460.19 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 3.38 10.95 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 3.38 561.70 15 0.85 ___1_.0_0__66_.55 38.15 52.37 -23.90 -9.68 62.04 3.38 612.46 15 0.85 1.0066.55 38.15 52.37. -23.90 -9.68 62.04 3.38 663.22 15 0.85 1.00 66.55 38.15 52.37 -23.90 -9.68 62.04 3.38 713.97 15 0.85 1.00 66.55 38.15 j 52.37 -23.90 -9.68 1 62.04 1 53.641 1141.64 Note: 1) Positive forces act toward the face and Negative forces act away from the face. Fig um -6.5-1-2,2 4 -Parapets I:3 Type of Parapet Oen Top Elevation of Parapet 10.00 ft Parapet -Windward Pressure 119.79 _'I b/ft ^2 Parapet -Leeward Pressure -73.21 Ib/ft ^2 Figure 6-6 - External Pressure Coefficients, CP Loads on Main Wind -Force R 0 I L Variable IFormula Value Units Kh 2.01*(15/zg)^(2/Alpha) 0.96 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256*(V)^2*1*Kh*Kht*Kd 39.50 psf Khcc Comp & Clad: Table 6-3 Case 1 0.96 Developed by Meca Enterprises, Inc. Copyright 2006 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com Page No. 2 of 4 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0 0 0 0. 0 0000.. WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 I� Qhcc 1.00256 *VA 2*1*Khcc*Kht*Kd 39.50 1 psf Jl Wall Pressure Coefficients, Cp Surface I Cp Windward Wall See Figure 6.5.12.2.1 for PressuresL_L__0.8__Jl; ••• Roof Pressure Coefficients, Cp hoof Area sq. ft. Reduction Factor 1.00 -000•• Calculations for Wind Normal to 54 ft Face_- "- _ Cp Pressure (psf) • Additional Runs may be req'd for other wind directions 0060 +GCpi -GCpi • Leeward Walls (Wind Dir Normal to 54 ft wall) -0.50 -23.90 -9.68 Leeward Walls (Wind Dir Normal to 43 ft wall) -0.45 -22.18 -7.9q Side Walls -0.70 -30.61 -16.39 Roof - Wind Normal to Ride Theta>=10 - for Wind Normal to 54 ft face Windward - Min Cp -0.39 -20.26 -6.04 Windward - Max Cp 0.10 -3.90 10.32 Leeward Normal to Ridge -0.57 -26.18 -11.96 Overhang Top (Windward) -0.39 -13.15 -13.15 Overhang Top (Leeward) -0.57 -19.07 -19.07 Overhang Bottom (Applicable on Windward only 0.80 45.26 45.26 Roof __W_ Inn -Pa�alle fo_Rage (All -Theta - fo-rWind-Normal-tc 4 -3 -ft -face Dist from Windward Edge: 0 ft to 26 ft - Max Cp -0.18 -13.15 1.07 Dist from Windward Edge: 0 ft to 6.5 ft - Min Cp -0.90 -37.33 -23.11 Dist from Windward Edge: 6.5 ft to 13 ft - Min Cp -0.90 -37.33 -23.11 Dist from Windward Edge: 13 ft to 26 ft - Min Cp -0.50 -23.90 -9.68 Dist from Windward Edge: > 26 ft -0.30 -17.18 -2.96 * Horizontal distance trom winawara eage Figure 6-10 - External Pressure Coefficients, GCPf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01*(15/zg)^(2/Alpha) = 0.96 Kht = Topographic factor (Fig 6-2) = 1.00 Qh = 0.00256*(V)^2*lmpFac*Kh*Kht*Kd = 39.50 Theta = Angle of Roof = 18.4 Deg TrnncvP_rsP DirjRrfirn -->, C&W Lor,c3itudinal Direction 2/8/2019 Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 3 of 4 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com 0060 6•••r• • 0 0.6 • •• • 0000•• • 0000 •••0• ...• ...... •• • 6 •0•• Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 3 of 4 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 i ransverse uirecuun t-U1'1g1LUU111d1 LJ11t:UUU11 Torsional Load C2ses p = qn - (uupt - (3Gpi) Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a It ' 1 .2 ' a �a Hipped Roof 7 < Theta <= 27 a = 4.3 ==> 1 4.30 ft Dnuble Click nn env data Pntni line to rprpivp P hPln RrrPPn 2/8/2019 Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh sD Min P (psf) Max P (ps 1 0.52 0.18 -0.18 66.55 22.37 46.33 2 -0.69 0.18 -0.18 66.55 -57.90 -33.94 3 -0.47 0.18 -0.18 66.55 -43.14 -19.18 4 -0.42 0.18 -0.18 66.55 -39.60 -15.64 5 -0.45 0.18 . -0.18 66.55 -41.93 -17.97 6 -0.45 0.18 -0.18 66.55 -41.93 -17.97 1E 0.78 0.18 -0.18 66.55 39.91 63.87 2E -0.54 0.18 -0.18 66.55 -47.92 -23.96 3E -0.51 0.18 -0.18 66.55 -45.92 -21.96 4E 1 -0.62 1 0.18 1 -0.18 1 66.55 1 -53.08 1 -29.12 p = qn - (uupt - (3Gpi) Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a It ' 1 .2 ' a �a Hipped Roof 7 < Theta <= 27 a = 4.3 ==> 1 4.30 ft Dnuble Click nn env data Pntni line to rprpivp P hPln RrrPPn 2/8/2019 Component width (ft) Span (ft) Area (ft^2) Zone . . .... ...... Max Min 1.(2)SHUTTERS 3 5 15.00 4 0.97 -1.07 45.38 -49.33 2.(2)SHUTTERS 4.5 • 22.50 4 0.94 -1.04 44.15 -48.10 3.(2)SHUTTERS 4.5 5 22.50 4 0.94 -1.04 44.15 -48.10 5.(2)SHUTTERS 3.5 .• •• ••.• •••••. 0.96 -1.31 • -59.02 • . . • •••••• Component width (ft) Span (ft) Area (ft^2) Zone GCp Nind Press (Ib/ft^ Max Min Max Min 1.(2)SHUTTERS 3 5 15.00 4 0.97 -1.07 45.38 -49.33 2.(2)SHUTTERS 4.5 5 22.50 4 0.94 -1.04 44.15 -48.10 3.(2)SHUTTERS 4.5 5 22.50 4 0.94 -1.04 44.15 -48.10 5.(2)SHUTTERS 3.5 5 17.50 5 _ 0.96 -1.31 44.91 -59.02 E�T �2l�li•1 Developed by Meca Enterprises, Inc. Copyright 2006 Page No. 4 of 4 PDF Created with deskPDF PDF Writer - Trial :: http://www.docudesk.com . Florida Building Code Online c)pr Prrc ur.[ Approval Menu > product or Application Search > Anp hration List > Application Detail FL # FL1850-R11 A I'Icato t' n T e Revision https://www,floridabuilding.org/pr/pr�_app dtl.aspx?param=w... _.r � ' { f ' fl' w.uw�� Y iw r✓ �.F ! it M° M. t u. i iw, ~ _ � •--. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Pubhcahons Contact Us BCIS Site Map Links Search Product Approval uSER: Public User pp yp Code Version 2017 i • • • • • • Application Status Approved • Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Asssi rarrce-Represe Address/Phone/Email Category Subcategory Compliance Method Bill Feeley lrodriguez@easternrnetal.com Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit, Jr., P.E. Evaluation Report Florida License PE -44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FI1850 R11 COI AMERICAN SHUTTER SYSTEMS INC. DRAWING 17-102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year (of Standard) Standard ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Year 2005 2005 2002 1994 01/28/2019 01:26 PM 1 of 3 ••••• • •••••• American Shutter Systems Association, Ir<.• • • • • 4268 Westroads Drive • • • • • • West Palm Beach, FL 33407 • • • (561) 209-8263 • • bfeeley@easternmetal.com • • Bill Feeley lrodriguez@easternrnetal.com Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit, Jr., P.E. Evaluation Report Florida License PE -44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FI1850 R11 COI AMERICAN SHUTTER SYSTEMS INC. DRAWING 17-102 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year (of Standard) Standard ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Year 2005 2005 2002 1994 01/28/2019 01:26 PM 1 of 3 Florida Building Code Online https://www.floridabuildinlg.org/pr/pr—app_dti.aspx?parai-n=w... Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description • • • • j 1850.1 Bertha HV Accordion -Blade 3 (HVHZ) Extruded aluminum blades folded togelRter thru knooklev and • • • • • 4 Drawing# 17-103 retained by tracks to provide hu*rrjcjrfe p:otection. • • • • • • i Limits of Use • • • Installation Instructions • • • • • • • • • • i • • • • • Approved for use in HVHZ: Yes FL1850 R11 II AMERICAN SH TT SYSTEMS ASSOC. INC. Approved for use outside HVHZ: Yes DRAWING 17-103 BERTHA HVA R ON SHLrr1ER' • • ' Impact Resistant: Yes ; SYST.PDF 0000 • • •••••• • • Design Pressure: N/A Verified By: American Test Lab %SpyT•Florida �r.• • • • Other: Large Missile Level "D". Max span is 12'-7" for 35 psf Created by Independent Third Party: Yes •: • • • positive ASD load and 13'-0" for 35 psf negative ASD load for Evaluation Reports *00000 •••• • • • • • one specific condition shown in span tables. See additional loads FL1850 R11 AE AMERICAN SFYY V6S•1'STEMS•,"Q�;.!INC. 0 and spans on engineered drawings. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF • • • • • • Created by Independent Third t • e • j • 1850.2 j Bertha HV Accordion Shutter (Combo) •• Extruded aluminum interlocking•bladeseretained :y•tra•cks• (top - HVHZ - Drawing#17-102 and bottom) for storm protection • • • • • • • • Limits of Use Installation Instructions • Approved for use in HVHZ: Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS IMC • • Approved for use outside HVHZ: Yes DRAWING 17.102 BERTHA HV ACCORDION SHUTTER i Impact Resistant: Yes : SYSTEM.PDF Design Pressure: N/A IVerified By: American Test Lab of South Florida Inc. Other: Large Missile Level "D". Max. span is 13'-2" for 30 psf Created by Independent Third Party: Yes positive ASD load w/o window blade, 16'-0" for 30 psf negative 1 Evaluation Reports ASD load for HV1 blade w/o window blade for conditions i FL1850 Ril AE AMERICAN SHUTTER SYSTEMS INC. indicated orLst<hedule #1, sheet 12. And 12'-3" for 30 psf ; DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF positive ASUIoa ,, o win ow blade and 15-5 for 30 psf Created by Independent Third Party: Yes negative ASD load f0[ NV2- blade w/o window blade. See sheets Amber 12, 25, 28 and 28A oPrinsta lation drawings for other spans and pressures. 1850.3 Bertha HV Accordion S tter - Blade 1 I Extruded aluminum interlocking blades retained by tracks (top Only (HVHZ) - Drwg# 17- 2 i and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC. INC Approved for use outside HVHZ: Yes DRAWING 17-122 BERTHA HV ACCORDION SYST. PDF I Impact Resistant: Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large missile level "D". Max. span is 16'-0" and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and IFL1850 R1.1 AE AMERICAN SHUT ER S' I locking rod configuration for the HV1 blade, 8'-0" for +64, -72 RAWNN 17-12.2 PROD! ICT EVALUATIO Vl psf load for HV blade for Keystone mountings 7'-0" for +75, -75 reated by Independent Third Party: Yes r metals stud mountings and 8'-0" for 110 psf. for Hand V1A working in unison. See sheets 7, 11, 20 and 19 re ectively of installation drawings for other spans and pres res. Nect Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W] FgW K:rert 0 of 3 01/28/2019 01:26 PM GENERAL NOTES: 1. 3ERTHA H.V. ACCOROION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN OF (HE. FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. ACCORDANCE WITH THE 2017 (6th EDITION) DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL. BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL. NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU t5, 19 & 20. INORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN W:ND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE 1'// MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICAI ED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERILY THAT ANCHORS ON THIS P.E.D. AS TESTED, WERE NOT OVERSTRESSED, A 33 S. INCREASE IN ALLOWABLE LOADS FOR WIN LOADS HV. ACOORDIOtJ SHUTTER SY57EIA •S ADEQUACY FOR WIND AND LARGE MISSILE/.1PACT LOAD HAS BECK VERIFIED IN ACCORDANCE WITH SECTION 16260E WAS ABOVE SlAENTIO NEDIRCODELASISPERE ATL A REPORTS: -HV BLADE QQ #0214.0^-03, #0715.01-03, §1004.01-05. #1214.01-05, #0317.02-06, #OE09.01-10 AND #0710.01-11 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS & #1220.Gi-10 AS PER TAS 201, TAS 202 & IA5 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE lA #0505.01-08 AS TAS 201, 202 & 203 PROTOCOLS AND 0725.01 08 AS PER TAS 202 PROTOCOL, 2. PV BLADE (DAND HV WINDOW BIADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER [HE GENERAL UMiTAT10NS AND CONDITION$ OF USE INDICATED ON SHEET 19. 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.7 AND # 14X1.75 RESPECTIVELY, 41U -MT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi AM STRENGTH ANp 180 ksi TENSILE STRENGTH, pRNS $HALL 3E COATED WITH BERTHA ITV lACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HE{�0 4. Al 6005N 5 ALLOY, EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATE? ON SHEETS 2 AND 3. MINIMUM YIELD SINENG(H FOR 6063-T6 ALLOY IS 31.7 ksi AND 35.7 ksi FOR LUNIIN 5 ALLOY. S. ALL SCREWS TO BE STAINLESS STEEL OR 376 STRENGTHNGTHAND SHALL COMPLY 1:'/ FLORIDAID BUILDING A' 018 WITH 50 ksi CODE: SECTION 2411.33.d. SI SERIES OR CORROSION RESISTA14T COATED CARBON STEEL AS PER DIN 50MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE . 6. BOLTS TO SE ASTM A-307 GALVANIZED STEEL. OR AIS! 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STREIIGTIA. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE Q : 12.13,14,14A.15 AND 20 HV BLADE Q & a WORKING IN UNISON: 12. 13 & 1„ 8. THIS BERTHA M.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN Y/HOLE R IN PART B'! U S. PATENT #5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SMA_ BE THE RFSPONSIBIUrf OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER. 15 TO BE ATTACHED TIC INSURE PROPER AN SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAN, THRU FASTENING IN CONTINUOUS C014TACT WITH THE BUILDINGE CHORALE. CONTRACTOR TO TO PRE`.'<NT YlIJD/IRAN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH VIAR14114G NOTE: DURING PERIODS OF HURRICANE WARNINGSHOME OWNER, TENANT, HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. OR OTHERS, FAUST PROPERLY CLOSE ALL 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA SHALL BE PLACED FOR EVERY OPENING. LA3EUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. BUILDING CODE, ONE IABEL 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY SJILDING AND WHERE PERMIT 15 APPLIED TO. ZONING R EGVLATIONS PROVIDED 87 THE JCRISO:CTION 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFOR,4ATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE I SITE CONDITIONS DEVIATE FROM THE P (t) CONTRACTOR TO BE RESPONSIBLE FOR THE Sc E.O. FROM T LECTION, PURCHASE AND SAFETY T SITE INCLUDING CG LIFE SAFEST E5 ON5 PRODUCT, BASED ON THIS F.E.D., PROVIDED HE/SHE DOES NOT DEVIATE HE CONOITIOINS DETAILED ON THIS DOCUIfENT, COtJSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONS!BILItt. (C) THIS P.E.O. WIL_ BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REG'STERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORDBE RESPONSIBLE FOR THE PROPER USE OF THE RED ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THC P.E.C. ENGINEER SHALL Si BMIT )TOOT ISH LA7T FJ THE >ST tSPECIFC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR. THE DATE AND ORIGINAL SEAL AND SICNATURE OF THE PROFESSIONAL ENGINEER. OF RECORD THAT PREPARED 1T. •,!l n..._ --- }el Bl ADF (1A1 TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A -F, CONCRETE/BLOCK. SHEET 6 i+` .�• 3� w I �e IL E C O •"•" INC. `� ' tt & TILLIT TESTING &� ENGINEERING COMPANY• �'"' �'t f+IM R�.'` .•• .•(f�.' �' 5355 N'.W 36:n. Sl.. Sle. D`, Y,RGINN GARDENS. FLUR,'D zLI '•4 1 ..... •'* + �/ 1 w I Oi �t •' (~: Phone (305e)bTt-1 30 Fax (305)871-153 -1 ail: WtecoLaol.com -'.: P1 ;_'s.,•' ED 0006719 • ' , •' P.E. SIAL/SIGMA URE/DATE WALTER . TILI R ,Ir P.E • FLOR:Ot Uc, H 44167 TABLE OF CONTENTS REA 1: HV BLADES GENERAL NOTES SHEET SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 AREA_ 2'HV F31 ADE (f) AND HV WINDOW MHERE APPI ICAal F) Bl ADF (1A1 TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A -F, CONCRETE/BLOCK. SHEET 6 INSTALLATION DETAILS G -M, CONCRETE/BLOCK CENTERMATE DETAILS HV SHEET 7 CENTERMATE ALTERNATING DETAILS HV SHEET 8 SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE SHEET 12 ANCHOR SCHEDULE- CONCRETE SHEET 13 ANCHOR SCHEDULE- CONCRETE ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 14A SHEET 15 INSTALLATION DETAILS M -R, WOOO INSTALLATION DETAILS S -X, WOOD SHEET 16 END CONNECTION DETAILS 7-12 & X. SHEET 17 WOOD SHEET 18 AREA 31 HV WINDOW B ADF (fAl O Iy TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4, HV WINDOW BT ADE n O N INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA •• ••• • • • • • •• • • • • • • • • FLPORIDA • •• • • • • ••• • . .A.SI.S, A. • •9mericayl SFylftgr Systgms • • Assadia i•n, Inc.• • • • '1268 Aest Reeds D640 - • 1�est •PaIR, Beatn, FL•3340P • • Phosir• (800)%-1204 : P- (56l A -851'w ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ILDING CODE AL;h Veloclty H.-COre © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTL1 Accordion Shutter System H.V. BADE #1 W/ OR W/0 H.V. WINDOW BLADE DESCRIPTION DATE DRAWN by M.L. OLD t: -08C 8/0)/17 DATE: 08/02/17 DRAWING No 17-122 • .-sc roR •nr,ccr, etADE � 4� e:S 0_,g 4.37 1' _ I ERED UNDER US RAIENT545817 4A HV WINDOW LADE* 'SEE UIJITATIONS OF USE OF BLADE 1@ ON SHEET 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ BLADE' 1'. 6063-T6 ALL JD TEMPER .917' 083" _._083' _- 060' .060' 02� i .,ul ',670' 1.666' -~ 3.520' ;t i1 HV CEILING HEADER OLMLIFIED FOR USE W/ HV SLADE.I;ONLY SEE SECTIONS FOR VALIDITY` 6063-T6 ALLOY AND TEMPER x I- 1 1" 0.062" I_t 16, SIDE ANGLES QUALIFIED FOR USE W/ I-IV BLADE :1 6063-T6 ALLOY AND TEMPER este. FOR USE W/ HV BLADE' 1; 5 -TS ALLOY AND TEMPER .085" n� (TYP., J: HV ADJ. ADAPTER W/LIP OUALIFIED FOR USE W/ HV BLADE "1 6063-T6 ALLOY AND 1EMPER VARIES i" 1.915" I p o ICO" .060" ry ejV"1��;67J 1; HV HEADER/SILL QUALIFIED FOR USE Y,'/ HV BLADE L1 ONLY 6063-T6 AL LO AND TEMPER - 1 1 >r' ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLAD1 ONLY 506S-16 ALLOY AND TEMPER ,�f1lss Patpf�a VARIES 0., 8.. I2' 4: HV DIRECT MOI QUALIFIED FOR USE BLADE .1, 6 63-T6 ALLOY AND T Q. 072 N, L_ a8-15"�- 2.092' _ 4 436" 8 , HV WALK -0 TREV RACk QUALIFIED FOR USE W/ HV BV 'E' I' 6063-T ALLOY AND TEMPER 1.936' cI _ ' i670' 13` HD CEILING HEADER/SILL QUALIFIED FOR ELSE W/ Hv BLADE `7, SEE SECTIO�S FOR VALIDITY, 6063-T6 ALLOY AND TEMPER C01.1PONENT A 2 Tt T2 2.. 5•• MAY.. I/8" 1/8.. ;18 19 2" 2,3 5" MAx ! 0.192" 7" MAx.1 OAK" U.192" �; 0.190" SA 2" 5" MAX.' 0.135" :. 0.131' 1 491' 1.200' HV BLADE 1 6063-T6 ALLOY AND TEMPER 2.670' goc". 670 1.000- 12 S"- -.926 , HY TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE t1!ONLY. 6063-T6 ALLOY AND TEMPER VARIES i.936' .125_" .093" .093" o .670a �a �p A4 HD WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE AI ONLY. 6063-T6 ALLOY AND TEMPER - x Y l 2" 1 2' X0.125" 3" 3' 0.090' x 20 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE'1 •4mericcp S • yttgr Systems • 60"T6 W"Y /:JD 4EMPEf, • • • • 1 • • • • • • • • FI@DRIDA o . ... .. . . ... Aw&S.A. . IL TICCIT TESTING & (ENGINEERING COMFA�Y'• •4mericcp S • yttgr Systems • 6355 1- 36th, St.. St.. 305. 'VIFGI',:A GARDENS, r1QR • Assmialen, Inc& • • ,0.;j Pnore : (305)871-1 30 . Fo, : (305)871-153` • 4168 0-tAods Uri,* • e -mud: IWtece®ao:.com 0006719 • • Y141TER I. TI_UT Jr. P.E • Aest•PDA 8e,1ln, '1263"EEI Ph�� (800)r5� 1204: }ax. (561)2tA-8�8C • • • • PLORE) Lic. !f 14167 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • of 3.%50' '"10 HV RAINGUARD `QUALIFIED FOR U,E W/ HV BLADE II. 6063-T6 ALLOY ARD TEMPER BUILDING CODE (High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/0_H.V. WINDOW BLADE REV.N0 DESCRIPTION DATE I OR- EY: M.I_ 1 OLD I°-080 5/02/17 DATE: 09/02/17 2 CRANING No 17-122 S _.. SHEtI 4.576" 2.293" .745" O C2 .062' \ O 325" al G 214 _ 21' BY CENTERMATE OUALFIED FOR LSE W/ HV 3LADE; 1 & 'tA ONLY 6063-T6 ALLOY •AND TEMPER —L.aI 1 FIN: FROM ELEVATION 27 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE (, ONLY 6063-T6 ALLOY AND TEMPER 1.917 I 214" m r - ' I o5� l 0 ' 0• ,y M pb. q 22 HV FLOATING CENTERMATE S' QuA nED FOR USE W/ HV BLADE;t&, ilk ONLY 6063-T6 ALLOY AND TEMPER ___L874 1.756"-922" 1 ,ery I z 28 HV MALE "T" LOCK CENTERMATE QUALIFIED FOR USE Y,'/ HV BLADE 1 ;ONLY 29 6063-T6 ALLOY AND TEMPER — -- HD CENTERMATE W/ NO LOCKING R0D32 QUALIFIED FOR USE W/ HV BLADE' I )& ;7A 6063-T6 ALLOT' AND TEMPER V VARIES 12" MIN 1/4' 0-20 S.S. OR 3/8"a-16 ACETA_ THUV.BSCHEl4'S. (SEE DETAILS) _1415' ® LOCKING RODS QUALIFIED FOR USE W/ HV BLADE J' 6063 -TG ALLOY AND TEMPERINSTA 35'LLATION WILL REQUIRE A 7/16" HCLC DRILLED AT TRACKS FOR PROPER EMBEDMENT bU63-T6 ALLOY AND TEMPER 1.130" et� 36: IAV 3/8"O-16 ACETAL THUMBSCREWS QUALIFIED FOR USF Y!/ HV BLADE't yl"J��Rlei ti''."' tF41< F:E. -SEA( /Slr.Aian Wc'merc 334" �N — Li ED FOR USE W/ HV BLADE, _1 ONLY 6063-T6 ALLOY AND TEMPER, i 'NC ��OSJ o i FOR USE W/ HV BLADE,?,ONLY 6063-T6 ALLOY AI40 TEMPER' 3.161 —I .432 .4321 1.Q3Q_ ' 14 h NI .405 �3a HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADEt�.& .'tA 6063-T6 ALLOY NO TEMPER tt/2` 11, _. 37. HV 1 4" 0-20 AISI304 'SERIES S S TH MB CREWS QU/3_I,IED FOR USE W/ HV BLADE I -T ILIECO,N, TILLIT TESTING & (ENGINEERING COMPANY 63--5 N.W. 3Eth. SL. Sle. 305, VIRCIN.A WIDENS. FLGRIOA 3A Phone (305)871-1530. Fax (305)571-153 • -moa: �lnecoc,a _om • • ED, 0005719 • WALTER AI T1LLR Jr. P.E. FLORIDAI Lic. # 44167 • • 1/4'-2Oxt/�Y FLAT READ SS.M.S. (, TYP./iy�Jt ) I/4'• -2C —DIE CAST THREADED HOUSING ENAMEL RAKED PAINTED aI ^X5181- x$18` MOLDED MMOD TOS ,`IFu�I — SCREW' C,s U I - , _875: nl wI m Ell _ BRASS CYLINDER '.82^2" SHEET NUTSERT, PART / 0820• AS MANUFACTURED HY AVDEL 1<KEYS OHROMF CHERRY TE%TORN. PORSIPPENY. NEW JCRSEY 07054 OR EOUIL. (�q' HV ALTERNATIVE mI < PLATED) V LOCK W/HV BLADE 1: ONLY. QUALIFIED FOR USE LY/ HV BLADE:1;& :if ONLY. 1/A 20 THREADED, —DIE CAST HOUSING ENAMEL BARED PANTED _'DRESS TURN % KNOB. I'� RRASS CYLINDER CHROME PLATED) V SS LOC QUALIFIED FOR USE W/ HV BLADE x 1) & ((9 ONLY. -iHUMSTURN CYLINDER OR KEY CYUNDEP, ^� o'' 0.875 Min 715 I.125" Max. rTHUMETURN CYLINDER OR KEY 1.57 Mina CYLINDER 1.78" Mux. i�4 D LOCK EY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. CUAL!F.ED FOR USE W/ HV F31.ADF'1,& yA•. • • • • • • • • • • • • • • • • • • • American Shutter Systems • • • Associgtipe, Inc. • • 4245a West 8-6h,F�poa_= Dnv • • • WBSt•POIW 8•h, FL 33.07 • Phs,e: 0000 )2-4204 • FDx:•(56ix0%-8%80 • •• • •• • • • • • ••• • ••• • • • • Or • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • HI, P 2017 EASTERN MELLSUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 w/ OR W/o KV. WINDOW RACEJo DESCRIPTION DATE ORA'WN BY; OLD 15-080 8/02/lJ DATE, 08/02/;7 DRAWING No 17-122 —L� 250' O.D. HEAD I■■ oo � _3 2 1= ^X5181- x$18` MOLDED MMOD TOS ,`IFu�I — SCREW' N L — :350" E25� < AFTER RIVETING ~t 1/4-0-20 x 3/4" BEFORE RIVETING S"S" THUMBSCREW 1/4"m-20 RIVNUT* _ *SERIES 5444 ALUMINUM (2024-T3 ALLOY) LARGE `t GE THIN '.82^2" SHEET NUTSERT, PART / 0820• AS MANUFACTURED HY AVDEL HV "T" LOCK CHERRY TE%TORN. PORSIPPENY. NEW JCRSEY 07054 OR EOUIL. (�q' HV ALTERNATIVE QUALIFIED FOR USE LOCK QUALIFIED FOR USE W/ HV W/HV BLADE 1: ONLY. BLADE '.I ONLY. _255_ -iHUMSTURN CYLINDER OR KEY CYUNDEP, ^� o'' 0.875 Min 715 I.125" Max. rTHUMETURN CYLINDER OR KEY 1.57 Mina CYLINDER 1.78" Mux. i�4 D LOCK EY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. CUAL!F.ED FOR USE W/ HV F31.ADF'1,& yA•. • • • • • • • • • • • • • • • • • • • American Shutter Systems • • • Associgtipe, Inc. • • 4245a West 8-6h,F�poa_= Dnv • • • WBSt•POIW 8•h, FL 33.07 • Phs,e: 0000 )2-4204 • FDx:•(56ix0%-8%80 • •• • •• • • • • • ••• • ••• • • • • Or • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • HI, P 2017 EASTERN MELLSUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 w/ OR W/o KV. WINDOW RACEJo DESCRIPTION DATE ORA'WN BY; OLD 15-080 8/02/lJ DATE, 08/02/;7 DRAWING No 17-122 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV tO HV BLADE 1 1g HV BLADE IA 3® HV LONG RECFSSED NYLON BUSHING 39 HV SHORT RECESSFD NYLON BUSHING ® HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS 41 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD © HV 2 3/4" ACCORDION PIN W/ )/8 HEAD POLYCARBONATE IMPACT RESISTANT HV WINDOW ® (1) HV PIN (D SHALL ALWAYS BE USED AT ALL FXTFRIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV 1@ BLADE. 41 40 .� U —:Z Y 39 i5Fa f as . o n "I DOR F 33 EDGE--.� .1875" -:_' Q3 EXTERIOR XC9- T- o. or �3 ((SEE NOTE FOR REQUIREMENTS) X� U as v1 a o N Vi� TYPICAL SHUTTER ASSEMBLY N.T.S. (2) HV PIN (g MAY BE USED IN LIEU OF ® AND ONLY Af EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(j) 00.324' BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. (3) --- TYP (3) HV PIN © OR Q W/ 1/2" O.D. 1/16" THICK S.S. WASHER � ® 0 25 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, .e`o SHEET OO - WHEEL CARRIAGE DETAIL N 7.5. .I.S. 4� P.E. SFA!/SIGNATURE/E'.AE POLYCARBONATE SOURCES FOR 44 AFPLIGfiEE CLEARANCE TYPI PROPERn. STMNVtO Rt4•+ /saga TO BLADE T9P .0625' i '3 43 HV PIN 42 OR 43 AT EXT RIOR BLADE'S KNUCKLE..,3 (SEE NOTE s FOR REQUIREMENTS) 33 EDGE--.� .1875" -:_' 0.043 :b/in' 0.043 TENSILE HEAD MENOTH HV "INOOVJ GLADE .0525` cFtt aN10x .0675 ,0625" 9.400 p_, T BLADE'S- KNUCKLE (TIP) 1 .1875" ,• , Y_x ".^ OPENIN .0625'x- _v OA625" 12,500 p.s.i. 34O,W0 p.s.�. I. NOTCHED IZOD FIRI ciLap4Rln- FLAT PORTION_ R:.7500 j 18 Fi-1b/in 17 ET-Ib/;n .CKE 00,, O 3750" 37.2 f. .TE OF 6JRNII:G /SRA 0635 L -I — C 1 CVSs sI- I—GN ,j 02.8750" X 1040 'F 2 7/8" MIN.i j w WINDO'N 315"0 = CLEAR SEPARATION BETWEEN ; 0J.00 - -03.7500" 1 1J BLADE .0625"�_ j _� �•-.0625 Y J. o OPENINGS + 5 3/4" Sf[NON v_y - _47 ON CENTERS '= .7500 _ I • 4 2 1/4" EXIERInR fl [vtnny -CLEAR ,.. BETVIE N TYPICAL HV WINDOW BLADE 1nA AND POLYCARBONATE HV WINDOW DETAIL O OR ® i POLYCARBONATE IMPA T R-5I1TANI HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12" MIN. CLEARANCE RESINS, UV -STABILIZED GRADE OR SABIC E(D OR ® TO BLADE BOTTOM INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 44 AFPLIGfiEE RESULT TYPI PROPERn. STMNVtO Rt4•+ /saga EXTERIOR i '3 43 HV PIN 42 OR 43 AT EXT RIOR BLADE'S KNUCKLE..,3 (SEE NOTE s FOR REQUIREMENTS) 33 I. 0.043 :b/in' 0.043 POLYCARBONATE SOURCES FOR 44 AFPLIGfiEE RESULT TYPI PROPERn. STMNVtO Rt4•+ /saga ENGINEERING COOR,JR American Shutter Systems • • • • R09MCE emsuaL Vp C— GR,t'ntt uP •NI •. AS1N D792 0.043 :b/in' 0.043 TENSILE HEAD MENOTH ASTM D638 9.400 p_, 9.500 p -L FLEXURAL STRV1 AT Y6 Fl uRAL WDUUs wrecc ASTN D79G f N 0790 12,500 p.s.i. 34O,W0 p.s.�. 1],400 p.s.i. 345.000 p.pi. NOTCHED IZOD FIRI ciLap4Rln- ASITA 0256 18 Fi-1b/in 17 ET-Ib/;n .CKE 00,, O 02843 37.2 f. .TE OF 6JRNII:G /SRA 0635 L -I — C 1 CVSs sI- I—GN ASTM 01529 1040 'F "' RI tisrM G153 TENS.UZ SM-- AFTER —D"]ASTM TENSILE S1RE55 BEFORE G`8 -5N A5N 6]6 9302 D�.i. b4Et p-;. b84D p.+•. 888G p.v. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILDING CODE (H:gh velocity Hurricane Zorn © 2017 EASTER14 JAETAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE '.Na DESCRIPTION DATE ORPA'N BY -ML. 1 OLD 15-080 5/02/1 DATE: 08/02/17 y DRAWING No 17-122 ••• ••• • • • • • F ADA '� -- 0 INC. • 1 ' A S �.�. TICCIT TESTING & ENGINEERING COOR,JR American Shutter Systems • • • • 6355 N.M'. 36tH St, SJe 305, VIRGGJA GARDENS, n.ORi 331E • /� &968t=Of1A In% • • Phone : (305)&7101 ip3C . Fu1 : (305)871-15A• •' • • ^W68•West Woods DrI'W • • e -m I:1 • • • W/es• Poen Bwh, F6 33167• • • Eer0006719 WALIER • !. ILLIT Jr. P.E • • P'rZAL: (800w32.22G4•.•Fax: (561)269-6386 • • • RORIO? Li 4c1 57 000 • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILDING CODE (H:gh velocity Hurricane Zorn © 2017 EASTER14 JAETAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE '.Na DESCRIPTION DATE ORPA'N BY -ML. 1 OLD 15-080 5/02/1 DATE: 08/02/17 y DRAWING No 17-122 3,L-33 04 �Z ..., q2q G 1t=Rj 3:aR;j S.ur�21m'14,a 19.13 o,•�g'.1 S'�L2. `IDB-NVB�_ H A -H tiq V II '24; ORZSUi�6; OR$Ox0R 34; '°ATC V IF CN HOC-H�YC— �c 3 N T V I N as>RoP�. I 1 H D -IQ lyp zY; yl35 ( `IV_s�- _ Hoo-NVD SEE END C014NECTICN DETAIL$ ON B SHEETS 10 & 1/ F H IJ K l N P fl V W X 18 TYP. FULL I1 HEIGHT. Imeh� 12oR14oRi6:+ j.oR g.ar:jp •j3'oa 10! -15-17, !17, +•13 U+ 1; 5. -- {8. 1C8 t9.13,oR"19+q5 TYPICAL 1 HV BLADE SHUTTER ELEVATION N.T.S. '.MAlriI "•�:i RE SEAL/616NAwg&DATE * NOTES ON HV LOCKS AND CENTERMATES 1•ld'MD RY CONDMON 61. ONE HV LOCK f4 or 25'SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR B�L,OW' 1.(2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTALLATIONS pT ANY ELEVATION. HV LOCK �� or � MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 21; OR 22.' CENTERMATES W/(2) 1/4"fl-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION Of LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. MLINT p eun T S.,�° ORY CONDITION aF2 ALTERNATE 2T0_u,$NDATORf COhDfTIOh N7 NAIID IY FOR FLOOR/ LIN MCTI AT10 S TWO HV LOCKS 24 OR 25 OR ONE HV LOCK �:p OR �2,5 W/ TWO TWO LOCKING RODS 3�§ AT TOP T, BOTTOM SHALL BE USED F2SR ANY SPAN AND INSTALLATION AT ANY ELEVATION. HV LOCK •24 OR 25 SHALL BE ATTACHED TO 7J' OR (22'' CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION XLOCATION IFK S SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINEDESHALL ASPER SC DULE #3EONOSHEET I 12 3. O�O�WNDMONj7• IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 2-3 , 25 OR Q,§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 21: w,25 OR 22 SHALLBE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OPTIONAL rnMmmnM is nr.. ..... .. .....-. _.. LUCKING RODS 35 ARE NOT REQUIRED AT HURRICAN111 —Ileu, E POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERF01MANCE. LOCKING RODS 35 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). nz 5. ��DATO�CON�Oh�?• ONE HV LOCK i4 °L 2� SHALL BE USED AT COR14ER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK •24 or 25 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, _ c� AT TOPE& BOTTOM SHALL BENUSEDATLOC TON OF LOCK SHALL BE AS INDICATED ON TYPICAL TWO LOCKING RODS JB MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 6. FIR ALTERNATE TIT ueunernw n .............. .... .. Idl-AVNt ALTtRNATE HV LOCK 26- MAY BE USED IN UEU OF HV LOCK 4 or •25 FOR ANY SPAN AND INSTA CATIONS AT ANY ELEVATION. ALTERNATE LOCK ?6 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"o -20x3/4" S.S. THUMBSCREW TO 21 OR 22 CENTERMATES SHALL BE MADE W/ 1/4"DE LOCK. ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. `t7. MANDATORY CONDITION !3 FOR KEYSTONE L 1A A II crellennuc ONE HV LOCK 2^^ or 25 or 6 SHALL BE .�iORNER USED AT 1/2 OF SHUTTER SPAN FOR ANY SPANOR 12" ABOVE OR BELOW i/2 OF SHUTTER SPAN FOR SPANS UP TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK .A or 2_S or 26 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO �T or 22 SYMMETRICAL. CENTERMATES W/ (2) 1/4•'-20 x 1/2" LONG FLAT HEAD S.S. M,S.OCATION OF LOCK SHALL BC ASINDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 35 W/OF OR �7 TOP AND BOTTOM IS COMPLETELY MANDATORY. INSt. gR ANY SPAN AND ALIATION AETRNANy ELEV TION. CALTf2NATE BOCK 'S'O�LL,.IADY IBE LUSED A$ AN �NS DE�CR OUT -SIDE LOCK. T 9, WHICH MUSATTACHMENT OF LOCK 3D INCLUDES USING REINFORCING LOCKER 127 AS SI{OWN ON SECTION HVG, SHEET HT N CONNECTED TO CENTERMATES AND W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ ICH x TBE 1YINGNUT OR 1Y/ 1/A"0 -20x1" S.$.M.S. INTO A 1/4"Dx 5/8" RIVNUT. LOCK MAY BE INSTALLED WAT MIDSPAN OR 12" DRY NOTES ON HD LOCKS &CENTERMATES. , HV LOCKS .2� OR 2& FOR ANY SPAN AND INSTALLATIONS A ANYOIELEV TION. ALTERNATE HD LOCKA34E USED IN LIE OF AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK 3`^4 TO B3Y, IS W/ 3 i♦'g x 3/8" F.H. S.S.M.A, AND INCLUDES REINFORCEMENT INSERT 3•r3 ASED S SHOWN ON SECTIONS HDB-HV�AND nDC-HVC, SHEET 10. LOCK MAY DE !NS7ALLE0 q7 MIDSPAN OR 12" MAXIMUM 6ELCW OR ABOVE MIDSPAN. USE OF LOCKING RODS 15. IS COMPLETELY OPTIONAL, • ILIECO im , \ • TILLIT TESTING &I ENGINEERING COMPANY G355 N.W. 36 . St., S, 305, VIRGINIA G.OENS. TLORIOA 'Jt• Phony (305)871-1!530 Fox (305)871-15.} ItecotooLcom • • EB -0006719 • • "''ALTER A. -LUT Jr. G.E. • • FLORID4 Lic. L '.4167 I • Asm • • ■ a American Shutter Systems !.• AVociat(pp, Inc.• • • •y{ 8 4jYest goads Dr1w • • • • Wes`Pay- BeWh, FL 3407 • • Pn•-e. (000)032.22040. Fax• (561�Q•9-5380 04 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/o H V. W NNW El -ADE M ION DATE DRAWN BY. 080 8/02/17 DATE: 08/02/17 DRAWI;VG ND 17-122 POURED CONCRETE POURED— POURED OR CONCRETE BLOCK CONC-RETE CONCRETE- REQUIRED _ _ REOVIRED REQUIRED CONCRETE ANCHORS CONCRETE ANCHORS MACHINE4SCREY15 S CONCRETE ANCHORS —'— -" (SEE SCHEDULE ON ---,--^'- \ (SEE SCHEDULE ON SHEE` 13) .STET 13) SEE SHEETSSCHEDULES ON NUTS/4"1211 O.C. _..__ -J 2 0R'1 4; J -M n - -1/4"0-20.3/4" S.S. k ,. 1 v MACHINE SCEWS ( _ _ -EQ-4-FO 2' - i/2" -- i USING 1/4"-20 NUTS i9 Gs 12" O.C. t/2• _ E. D.* '' Ir ' .250" Max .0 OR ) 1.1 -- - 1 S 15 I III,. E. D.• - ---- _ II - - r) ) 3 OR 1 -.250" Max. 7}}}1 k+. E.D.• i -' 1_ OPTIONAL - E.D.' i Max. i MIN. SEPARATION I:t' - OPTIONAL j TO GLASS (SEE �� I1' rl . . SCHEDULE ON SHEETS ' WIN. SEPARATION Ii FOR BLADEO.AND �7 OR 1 TO GLASS EXISTING ON SHEET 19 FOR MIN. SEPARATIONEX. (SEE SCHEOULE ON'-- GLASS-- �°p�..1.,� `AJ TO GLASS ( GLASS SHEET 11) ------ - - (SEE SCHEDULE ON- _ ' EXISTING SHEET 11) GLASS— _ A HV WALL HEADER INSTALLATION -- I. `C. HV WALL HEADER INSTALLATION B HY WALL HEADER INSTALLATION EXISTING EXISTING � --- GLASS— MN. SEPARATION I GLASS—r----.-- I_ TO GLASS (SFE AOR .,.' e,• /� MIN. SEPARATION • i _ SCHEDULE ON SHEET V — V' EXISTING TO GLASS 11 FOR BLADEQ_ANO MIN. SCPARATION GLASS (SEE SCHEDULE ON I.1 ON SHEET 19 OR1 TO GI ASS - SHEET 11) !'1. BfADESl1 i& 'I. U (SEE SCHEDULE ON-- SHEET N-'SHEET 11) OPTIONAL _. _I E "I ED,-, '-OPP:ONAL A1ax. OR 75 E. ID.' i - f i1i Ili r t/2. _�j. aR 15 ( 19 DEQ'. -EO_h 2,OR;14. 20J 1 i �i/ILLIPS0x3/4" HEA -Min r -EO ---.O PHILLIPS TRUSS HEAD 1/4 4"4-20x3 4' —" -CONCRETE ANCHORS MACHINE SCREWS USING _ _' _ _ CONCRETE ANCHORS / / S.S. PHILLIPS 1/4"-20 NUTS ® 12" O.C. _ — TRUSS HEAD MACHINE SCREWS (SEE SCHEDULES ON -Ain,- POURED CONCRETE— SHEETSC 73DE[ E 4A N W/ T/4"-20 NUTS 0 12" O.C. POURED CONCRETE SHEETS 13 & 14A) ) OR CONCRETE BLOCK _ OR CONCRETE BLOCK WALL REQUIRED"—.-_"- �ONCRETE ANCHORS REQUIRED — D: HY WALL SILL INSTALLATION (SEE SCHEDULES ON • F HV WALL SILL INSTALLATION POURED CONCRETE_' SHEETS 13 & 14A) OR CONCRETE BLOCK WALL REQUIRED E . HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTION: _ I- SEE SHEET 4 FOR TYPICAL SHUTTCR E. D. = EDGE DISTANCE INSTALLATION DETAILS W/ ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) � SEE LIMITATIONS OF USE FOR jj �J \' 2- IAOVNTING SECTIONS CAN BE COMBINED BLADE iti pN SHEET 19 i %% H �/ BLADE IN AN'( WAY TO SUR ANY INSIALLATION. •• ••• • • • • • FLpPIDA BUILDING CODE (High Velocity Hurricane Zonf jl. �`. `' ' `"' =jy �f/~'e• f • • •a. • • f ! • • • • (9)21117 EASTERN METAL SUPPLY, INC. . . • �RTHA HVTM IL E C O INC.. •�.�;5��; Accordion Shutter System �` N.V. E4ADE W/O KV. WNWN MADE i i sIr ' American Shutter System REV.No DESCRIPTION DATE DRAWN �. M.L, f.(;` JC TICCIT TESTING do (ENGINEERING COMPANY y` 6355 f: W. 3Eln. S:., Sle. 3115. VIR6INA Gu!UEL'S, fLGRD 35,E • • • AS>Focietkm, Inc. • • ' oLD is-DaD /02/17 DA1 C: 08/02/17 Phone (30 ej57n1-1 30 Fox • ��IItJ : (305)971-t5 4l68 •ges(•o0ds Dri.! ! • • 2 •........ •.'�' T - oil: 5' "W" • • west Pull,. BeRH, FL 33MO7 • • DRAWING No V/1-1 y� l�}i EBi COO6719 • • • • • 3 7—� ^^ � � .�� WALTER ,777��.... TILT d.. P.E. • • Ph��: (SDQ�32�2204�: ox. (5619-`38f 4 / LL I.E. S£ALJ.�Iwllr E/DATE FLORIDA Uc. 111 44167 • • • • • • • ♦ 5 SHEET 6 6 OF 20 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • POUREDCONCRETE ANCHORS CONCRETE (SEE FCIIEDULE ON SHEET 13) RECUiREO �To R I.—A EDGE OF SLAB IF —E D APPUCABI,�-: EXISTING RAOES GLASS - EXISTING I= Or ALTERNATE '(SCE TSCH ANCHOR GLASS- -CO EQ— HEX LOCATION I WASHFR HEAD I.! TE� SCI_I EVIS 0 1 OR 13 OR Q1' 5 L_ 3/8*, .!IN 12 O.0 3/ y _CONCRE E ANCHORS EXISTING 6 (SEC SCHEDJLE ON GLA�iS- :1: _. MISTING SHEET 13) GLASS•— EDGE OF-- -EO S -An IF EDGE OF APPLICABLE 1/2•—_._ /2" EDGE OF EDGE OF —SLAB IF K SLAB IF TO CLASS (SEE E.. SLAB IF APPLICABLE SCH A JAPPLICABLE SOULE w PPLICABLE ON11 POURED— SHEET 19 FOR 1 M� clfD OR fA ♦ CONCRETE P01,1RED E. O.. REQUIRED --E. D.---- _E 0. COjqCRLT,_ --E. D��— RCOUIRCO POU FLAT HEAD CONCRETE ANCHORS C ETD 14S NCR RF FLAT HEAD CONCRETE ANCHORS HV CEILING SEE SCHEDULE ON SHEET , ) C (SEE SCHEDULE ON SHEET 14) REQUIREDO INSTALLATION HV FLOOR INSTALLATION t HV WALK—OVER INSTALLATION :TV TRENCH INSTALLATION VALID ONLY FOR UP To +70. -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER -7 SCHEDULE 114, SHEET 11 CONCRETE ANCHORS EXISTING SKEET 11) EXISHNCS;_ (SEE SCHEDULES ON— GLASMIN. SEPARATION CLASS TO GLASS SHFLTS 14 & 14A) —(SEE SCHEDULE ON EXISTING EXISTING GLAS SCHEDULE ON- EUILOEX I SHEET 11) MIN. SEPARATION GLASS— Draa To CLASS (SEE Oh �.aT 11) VAX SH TECHNOU)CY OR 1/4'0 PDWERS - 15 FAS -10 ERS WP RI ANCHORS W/ 71/4• ' E. D'. -#lOX3/ HEX 3/4" MIN EMBEDM9,[T a e MAX. WAS ER HEAD FOR UP TO 6'-0' SPAN ANu #14,,3/4" HEX HEAD TEK HICI Ells -C FOR SPARS LARGER THAN T SCREWS 0 9" O.C.o 0' UP To w -o- I� APPLY EK L 0 12- O.C.CSUkA%T AT C�FRY FASTENER OR 1/4`m-20 S.S. M.S. CONCRETE ANCHORS 1 `1 _tD 1 3/8" (lye) (SEE NOTE Tt ON SNEIET I D.S_ 6 3�8 5 Wl NUTOO 9' O.C. (SEE 1 08 CON, '_qR UMILATIGN SCHEDULE ON 112 L= 0. C, -1/2' SHEET 14) a —T ------- 1/4 S I MAX (17-1 OR M.. &R 108 1/4'0-20.3/4- SS MS •ANCHORS -SEE NOTE 13(b) #14x3/4- F.H. S.D.S. —USING 1/4'0-20 NtfrS --E.D.- POURED CO CRETE� N 12- OC OR CONCR N (SEE SCHEDULES 0 ON SHEET I a 9, D.C. TE OLOCK SHEETS 13 & 14A) EXISTING NON STRUCTURAL )PTIONAL-- REQUIRED SEE NOTE I MIN. POURED POURED CONCRETE— 13(b) TRIM WECORATK 2.0� OR CONCRE-IF, BLOCK ON SHEET E, D SILL) CONCRETE— —EDGE OF R" HV WALL FLOOR INSTALLATION REQUIRED REQUIRED SLAB IFK:MIN. APPLICABLE POLRED CONCRETE REQUIRED J; HV RAINGUARD INSTALLATION t BY WALL WALK—OVER INSTALLATION UTE FOR COMBINATION OF SFQTjCNS: A * E. U. gn�.MOUNTING INSTAL TION I- SEE SHEET � FOR TYPICAL SHUTTER - EDGE DISTANCE THIS INSTALLATION ,,,AL,)L,,.E DEIGN PRESSURE: +64-72 p,f ASSEMBLY (SEE: SPECIFICATIONS ON SHEET 13) REMOVABLE WHEN , '." - III LIMITATIONS OF USE FOR SHUIILR SO- T THIS INKA' T'011 SHALL 1E E��MAXIMIJM REMOVABLE 1�1% N PE"'URM ED I FA COMBINED ADJACENT TO AN OPERABLE EXIT 2- MOUNTING SECTIONS CAN BE 11,BINED 0 XIT 141 ADE rA INSTALLATION DETAILS WZ T. HV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. ATION R ENTRANCE ON SHEET ig 77 .......... 1! • 0 F"IDA BUILDING CODE (High Velocity Hurricane Zone) 2017 EASTERN METAL SUPPLY. INC. •BERTHA HVTM I L E 0 INC. Accordion Shutter System NMI H.V. BLADE #1 W/ OR W/o H.V. WINDOW BLADE DESCRIPTION TILLIT TESTING &I ENGINEERING COMPANY American Shutter Systems R�.N,E DATE DRAWN By: M.L. _0'O -E5 Inc.* 0 1 OLD 15 Ph... - 0 Assaciptign, 15-080 �5/02/17 DATE OB/02� (305 871 30 . F- : (305)B71-1ti • 026F* WP.L*R.Ods Dqv,, V 9 • 0�. 2 Ite-Q, ". R01- Oft t. FL 36407 0 0 3 DRAWING N 6719 WALTER F,GTOJOLUT Jr. P.E.PRO- ?801439 22CP FOV: (5011) FLORID U.. # -16 00 0 IIAL/�' 0• 17-122 7 900 0 5 — Z., N E6SHEET7 OF 20 0 0 0: 5CE NOTES ON LOCKING RODS � HV LOCKS (D °r 20 oUT iN V —EXISTING GLASS INSTALLATIO S W/ i HV AND ALTERNATE HV LOCK I& ON SHEET 5. ** RUDE SLACK DETAIL Hr IS VALID FOR ALL BLADE W HV CENTERMATES CENTERMATES A-PUCATION WIrM 81ADE0 OR —EXISTING GLASS SEE END WALL CONNECTION DETAILS ON SHEETS 10 O o`@.o3. ®{o� -- --- - --- -- - - ------ - 2"x2'x1 /e":0 -2" ®. OoR 1 9 * �oRO. 3 1/4" — — — — — _ (6065-Tb ALLOY) LUM. / 7 _ 6 1/2" 7.. A ANGLE VIM) 1/4'0 TAPCON 112"°P.©.®, ' OPPOSING --� ANCHORS TO CONCRETE I SYMMETRYCAL ~' (roP/ROTO T) x_ CENTERMATES (a)ry1o,1/2` s1es. ro rueE 1ox3/4" FULL Q 12' CENTERMATES O.0 FULL LENGHT. W HV LOCK Q Of 5 MIN. SEPARATION AT EACH ANGLE. (NP) j W/ HV LOCK Of ([y ! TC GLASS (SEE SCHEDULE ONIN 3 SHEET it) �l 1 j -- o _0_� 35 • a, J A --0- D21HVB I O U T HVC -- w * O _",STING GLASS POURED CONCRETE OR CONCRETE BLOCK WALL _ _ _ _ _ _ REOUIREU O O O O ®O O SYMMETRIC �* IN d 7�. »a©.O.18 8 8 °R 7 9• 3°, - 5 .R 9 EXISTING GLASS CENTERMATES 6 �O AIN. SEPARATIOn' o: O * TO GLASS 5 _ MIN. GR Qz ' ® w/ HV LOCK 21 OPTIONAL (SEE SCHEDULE ON O'• SEPARATION ('7 �7 w I'/ `�,I--- {//�� -d _ (INTERIOR) ' ®'' ®°K O' Ow+, 9 • Ow�9 SHEET 12) TO cuss N �� CC77 I �l O SEE 5CHEDULE • OPTIONAL ON SHEET 11) \ (INTERIOR)_�----- ' OUT I ------------- ---- - I--CONCRETE j VARIES ANCHORS ® I * i O O.C. '\ \l 3 PARIES is * 5 (EXTERIOR) E �' ® OUT — 6 1/2" MAX. SACK (EXTERIOR) HVD OUT H V E H V F NL0RlR*8UILDING CODE (High) Velocity Hurricane Zone) '• "�%� �^ • • • • • • • • • © 2017 EASTERN METAL SUPPLY, INC. j`' ' .=:;?, . �•�- .. ... BERTHA HVTM •••A��V��■ • -��A �' I L ECO , N �. • • Accordion Shutter System ` - H.V, eI AOE p, w/ CR W/o FLV. WINDON BLADE TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems REV.N° DESCRIPTION DATE DRAWN DY: M.L. SL. Ste. 3115, 41RGAIA C11.045. FLDP.UA -t3� • • dine 91 OL0 15-080 8/U2/17fAT8/O2/17i,Fr:°ne (305)871-1530 Fax : (305)871-1531 • • 4?fi8 'Jest Rol Drive • • • e- 61 IUA.-G-Isom • • • Wey P�r`eachFL 3 d0� G Nc000"1'•>��. •h..e•(*00)432•,2284 FW:• (561)209 38:•a �22 WALTER A. TLLIT Jr PE. P'&-SEAL SIGN.ATIJI -/DATE FLONIO M a4167 • • • • • • 5 $HEFT 1 ;°. 6 8 OF 20 ••• • • • • ••• • • • ••••• • • • • • • ••• • • • •• •• ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE/FEMALE "T" LOCKS CENTERMATES R sol & LOCKERS Wl n HV BLADE *��^ SEE END CONNc TION OETAI C ON tt•c{'7C in a�� 0UTJ IN 2 ExIS ING cars . BL40E (D SLACK OETaL H'/F, INpiCATEO ON SHEET 8, ®°1OO,eO O AS WELL AS UNIVERS4 FLOATING BLADE 0MAIL HDO-MVD , 6 7 8 u 1O 3 INDICATED O.i THIS SHEET, -11 BE USED WITH THIS ALTERNAT INSPILITION DETAIi HJC SHOWN IN THIS SHEET. (6063-T6 ALLOT) NUN. N+DLE W/(2J 1/4 1 2MCON � mQ.® INSTALLATION n HV BLADE W/ HD CENTERMATES n 67 NlCH045 LO CONCRETE (LOP/Bp11ON) h • • *00 • • • • ifLOR" S/6' ' ' • • • • • • • • • • • �NisaISMA • ENGINEERING COMPANY i (•)(10x1/E" S.N.S. TO ru6F' AT FAC. -CLE. (TYP)( l5. YAG11AF IARDENS, FLORIDA 3:i6 _ _ OC. RILL LENGH2. -�,., ••. tS(4l �` t:• ,l. '•.. ... •' .,;� (OPTIONAL) _ _. — _ _ _ _ _ _ _ _ _ .- _ _ ��q�*- - 35 * '(OPTIONAL) j \T... ( . $ ` * 30 HV „T„ ._ N H(V =IN N V ' 33 - - - - - ' LOCK (INSIDE) PIN .. s TYP.j '�" H.V. _1 N,,,.r I . v6• .. 6.,/.. PINS (Tr.) ,,i ;.� . EEI ROTE E FOR yV LOCK ,OCK, ON SH_ET 5. SERIES 9444 ALUNINUAI (2024-i3 ALOY) LIGE FLANGE THIN SHEET NUTSEP.T. PPRT A 0820. AS MMUFACTUREO fir AYDEL CHERRY IEXTORN, PARS!PPENY, NEW JEFSEY 0]051 OF EQUAL. 3O HV "T" LOCK (OUTSIDE) - -O- 35 'e 1/4" 0-20 x 1 1/2" S. S.M.S W'1'/ 7/8"0 x 3/32" WINGNUT. 26 HVG* 3POR32 )�33 31 oR 32 (oP1oNAL) H B-HVB OUT roPnDNa.) HQCSYMMETRICAL HD CENTERMATES SYMMETRICAL -HD CENTERMATES TES W/ 3�* LOCK (EXTERIOR) W/ ice* LOCK (INTERIOR) -- 10 • O5 w©.O3 DT©.©a, SEE NOTES ON LEERRIG FOGS 5 „O ® _RS �J ** U—SAL FLWRO ELASEQ) DSA, x00-_ , �NIO TOR .LLL CENTER cS A➢PIfOATDR, — E4DE C) HDD—HYD** FLOATING STACK • • *00 • • • • ifLOR" C C O INC. • • • • • • • • • • • �NisaISMA • ENGINEERING COMPANY ."')�•. �'. _ TILLIT TESTING ! l5. YAG11AF IARDENS, FLORIDA 3:i6 ES55 N W. 361N. SL. Ste. -�,., ••. tS(4l �` t:• ,l. '•.. ... •' .,;� Rhone:(305e)b7f- -mai * 4'269 W&t ROOds Drive • • • P.E.SEAL/$IGNA70!2E%DATE FLORI 3POR32 )�33 31 oR 32 (oP1oNAL) H B-HVB OUT roPnDNa.) HQCSYMMETRICAL HD CENTERMATES SYMMETRICAL -HD CENTERMATES TES W/ 3�* LOCK (EXTERIOR) W/ ice* LOCK (INTERIOR) -- 10 • O5 w©.O3 DT©.©a, SEE NOTES ON LEERRIG FOGS 5 „O ® _RS �J ** U—SAL FLWRO ELASEQ) DSA, x00-_ , �NIO TOR .LLL CENTER cS A➢PIfOATDR, — E4DE C) HDD—HYD** FLOATING STACK • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • ••• • • _DING CODE (High Velocity Hurricane Zom C 2017 EASTERN METAL SUPPY INC BERTHA HVTI,, Accordion Shutter System RV. BLADE #1 W/ OR W/O H V. WINDOW BLADE la DESCRIPTION DATE DRAWN DY: IAA OLD 15-080 9/01/1] DATE: 08/02/17 DRAWING No 17--122 • • *00 • • • • ifLOR" C C O INC. • • • • • • • • • • • �NisaISMA • ENGINEERING COMPANY American Shutter SyStems l5. YAG11AF IARDENS, FLORIDA 3:i6 • • • • Associati•*,•Inc. • i30 . Fox (305)871-1531 • * 4'269 W&t ROOds Drive • • • tirtecoIIooLcem -GTILLIT13r. P.E. • V/est PElm*de-I-ft FL 33409 • �'nonr••' j60(*)43Z-21ID4 .:o�: (?61)2db-983bt LIc. 44167 • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • ••• • • _DING CODE (High Velocity Hurricane Zom C 2017 EASTERN METAL SUPPY INC BERTHA HVTI,, Accordion Shutter System RV. BLADE #1 W/ OR W/O H V. WINDOW BLADE la DESCRIPTION DATE DRAWN DY: IAA OLD 15-080 9/01/1] DATE: 08/02/17 DRAWING No 17--122 BLOCK POURED CONCRETE OR — POURED CONCRCTE „ _ POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE` _ OR CONCRETE POURED CONCRETE Ip OR CONCRETE RECU.RED BLOCK WALL EQUIRED BLOCK WALL REQUIRED ----- --- a WALL REQUIRED --ExIBTING GL'.SS � j _ CONCRETE ANCHOR -EXISTING -EXISTING GLASS !_ _-. _ _ EXISTING GLASS L - -- - -_ E%ISTING CLASS ! —2" 1.11N.- 1 MIN. SEPARAMON _/_ - - - `2" MIN. _ __ MIN. SEPARATION 70 CLASS ($EE j _1"- j EO TO GLASS (SEE SCHEDULE ON HEFT MiN. SEPARATION' 7 - - - f -'*' EQ 11 FOR SLAG C7,•AND i SCHEDULE ON SHEEP TO GLASS (SFF. I MIN. SEPARATION 11 FOR EJJC VAkD 1/1 G`x3" MAX -- Bi SHEET 19 FOR SCHEDULE ON SHEET TO GLASS (S:£ _ 6063-T6 �°De�- �-'� ?A AND SCHEDULE ON, SI WELT ON SHEEE 19 FOR ( ) CONT, 17 FOR ET 19 J. AND AT .1 6 ELAOES cj; & ALUM. CLOSFR i ON SHEET 19 FOR 11 FOR EIPDE 'S NJ7 EITHER SIDE PLP.TE. (LOCATE 1/2"' - , EL+DES',1'& 1Aj rAJ SHEET 19 FOR OF 5O) AT EITHER SIDE MIN.,/ ' _—�' BLADES 1/2" MIN. OF 1 I *USE 1" OR 2" MAX. �'t0x)/2" S.;d.S--� �IGx1/Y S.M.S., I ! t _ 1 (AS APPLICAELE)z2"xt/8"z0'-2" 1 / ® 16" D.C. - — - — - —" 0 16" O.C. _ -_ t'. -- — ALUMINUM CLIP ANGLE — - — _ — - 4 (6063-16 ALLOY) AT MIDHEIGHT i (1) #10x1/2- S.M.S. 10 %; & Jr - (2)1/4"0 TAPCONS ANCHORS TO _ •� SEE DETAIL X FOR WALL AT I' O.C. (LOCATE AT 1 . OR J A� SEE DETAIL X FOR — •� SIDE CONNECTION (1' OR i, A• El THCR SIDE OF 4' r SIDE CONNECTION �) OR 1 A` TO TRACKS 1 \ ) 1 OR ) A 112 '(4 6;• 7 8 .10'•73:- TO TRACKS 12 L 6 f7 '8 -1�0 _ - x •12: 14 -6''• 7 e-`0'•3'- •73- SEE DETAIL X FOR 4 L 1 75 17.•13 17 150• - -10 ,5 l7 13.17:. Y5.- SIDE CONNCCTION _. 'IZ i4 <^(fi,•.7. a'8 -10 •7�3- `1p' TO TRACKS 10 •15.-jJ. 17•n3- (6 7 17-6 7 16- 17 6 7 •08 `7 •,7 �6 i��-�80' 'i6 7 8 V3. fB .^8-i iJ` 0, Ss Z -13 18 8 . Z7 15 J8 ,13 78 8 77 e 5�5: 180'13 1& C8;•�- !8 78 19.13 1� 53)ui 9'-,12•K�A'' �8 19 t�3 19;•75 9. 112 •�jA 18-T9 �? 1,9-•55 9-t1Z•5A 8, Z80, S9 •q3-9.75-91ax.`2. 5A END CONNECTION DETAIL f, END CONNECTION DETAIL 2 END CONNECTION DETAIL END CONNECTION DETAIL , 3 POURED CONCRETE OR _ i REQUIRED ONLY FOR SPANS GREATER THAI) 1 - EXISTING GLASS CONCRETE BLOCK, WALL - EXISTING 2-0- 71 _ _ - - _ Z- REQUIRED GLASS 4:, 4 - MIN. SEPARATION �ICxI/2" S.M.S LAIN. SEPARATION TO GLASS (SEE - a 16' O.C. TO GLASS (SEE Y ,•_ - _ -- — -- . SCHEDULE ON SHEET SCHEDULE ON SHEET -------- --- _ 11 FOR 6LPDE 1'AND CONCRETE 1/2" MIN. 11 FOR BLADE �jgND -- j ON DES 19 FOR ANCHOR 69 — i -l... ___ __ _-_ __ _ ON SHEET Iy FOR CONCRETE- BLADES .1. & li/� < i 2" o.c. . E:AnEss''r. & : .42.��, - - = 1 2 1 3' 1 4 - "1 5-=;1 2: j ANCHOR E .� 6`� - S . 16,.- - Q.c. 1- 1 2" Mlly_ _ 1 i 2' MIN. 2" MIN. / F.—I LIMITATIONS OF USE FOR VIEW (/-A: ON SHEET 19 1 OR '1 , OR r1A' PLAN - POURED CONCRETE OR '70.73- DETAIL X •,7 - 4w:6 •..j•-;8 a`0 •'13' �7 �3m 7:•:15w CONCRETE BLOCK WALL �, 3 L - ,t 0:•'I S'0•��;. REQUIRED'`t-0`•1S7:•13.,. 7:.'15- •.6'- 7` •:j Y: -(6;•y •�1go END INSTALLATION :6 'i- t5 18 13 L-:8 17 - HVBLADE OR HV WINDOW BLADE INTO 5, f8; ,3 ,6 e,•"- 6 '18 197'= 1509 END CONNECTION DETAIL 5 CONCRETE OR CONCRETE BLOCK WALL. 's -,e t9 ,s 79.75-'9.jd5s„SND CONNECTION DETAIL 6 z 5A • • • • • • • • • G.ORIpa BUILDING CODE (High velocity Hurricane Zone) iz' • • • • • • • • • © 2017 EASTERN METAL SUPPLY, INC. a, 1 �: '•.fi w BERTHA HVTM 1 n =. j'i. �• •• • — - IL E C O �H.. Accordion Shutter System u i� H.V. eI aDE yi w/ aR w/o Kv. wtrmow BLADE '-” 1 TILLIT TESTING &IENGINEERING COMPANY American Sf11J}}8� $YSt•m5 REV.No DESCflIPTION DATE "DG i •^ J �� Ste. }05. WtGIrviA GAROEf:S. FLOR9A 35W • • • Assosiati0nq •Inc. • 1 OLD 15-DEO 8/02/1 r� Phone (305)871 -1Tu30 Fax 426E•We! Rocs Urive • • • • '{xY •..-Ups1} {.'J '{` a (305)871-1531 ♦ • Z :.• -m I: alecoeooLcom vle.=.t PM,, teoch!FL 334010 • !y••••••••>_,�"Y%f aEB •0006]13hone//yy��00♦4z 2 4 F•n 3 �JA Wl�TER TILLR Jr. P.E. • • 0 1 31 • 4 (-t1)20a �$3ba a PE,:!��15TUIF'/DATE FLOR ucq aa167 • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • .. "L—" MAXIMUM SHUTTER SPAN*[IR/ XIMUM SHUTTER SPAN* 'L+ L (1) L+: MAXIMUM ALLOWABLE SPAN FOR A MAXIMUM SHUTTER SPAN* "L+" GIVEN POSITIVE L+" OR (ft.) FOR "L—" (ft.) INSTALLATIONS A.S.D. DESIGN PRESSURE R "L—" (ft.) INSTALLATIONS RATING. # SEPARATION TO A REQUIREMENTS INSTALLATIONS W/ PP N IN RMATES L—: MAX. ALLOWABLE -SPAN FOR A GIVEN (1) SEE BELOW FOR MINIMUM SEPARATION CEN R ATFS 21 & ONE HV LOCK & W TWO HV OR / OR NEGATIVE A.S.D. DESIGN PRESSURE RATING & W/ ONE HV LOCKS TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN OR OR W/ NO OCKING LOCKS OR TWO KING RODS ® TOP/SOTTO OR W/ NO LOCKING (2) PROCEDURE TO DETERMINE MAXIMUM ODS SPAN FOR WALL MOUNTINGS OR THE FIRST 30'-0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. RODS *(SEE NOTES t,f-�VLOCK ® OR ® FLOOR/CEILING: O SEE NOTES t' (VALID FOR MOUNTING Q (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS CONCRET & W -WM CONCRETE k WOOD SHEET 7) GIVEN A POSITIVE A.S.D. DESIGN PRESSUR INSTALLED ABOVE 30'-0" ELEVATION OF BUILDING, kS.DM DEWN AS.D. INSTALLATIONS O AS.0. oEvriR INSTALLATIONS O EUIflNUR CONCRETE RATING, DETERMINE MAXIMUM SPEW "L+' AS.D. FROM SCHEDULE. MEASURED AT BOTTOM OF SHUTTER IS 3". PflESSURE WALL MOUNRNGS PRESSURE 00PON INSTALlATI0N5 GIVEN q NEGATIVE A.S.O. DESIGN PRESSURE (+PWNG ORI �) h FLOOR/CEIUNG MOUNTINGS PATIO (P-1.) (+ OR FLOOR/CEIUNG MOUNTING FLOOR/CEIUNG MOUNTING PRESSURE RATING, DETERMINE MAXIMUM RAnNG OR (P...0 SPAN 'L-" FROM SCHEDULE -) L + (ft) L (+ OR -) FLOOR PLL MOUNTING SHUTTER W/ LOCK 12'_3^ t4'_g^ 30 13-1' L + (ft) L - (It) FINAL MAXIMUM ALLOWABLE SPAN IS Eq uAj 30 ONE -LOCKING30 35 40 11'-9" 13'—B" 35 t2'—T t5'—T 2" 16'-0" 70 THE AIN DETERMINED SPAN 35 12•_ ^ 0ELVIEEN 'L+" AND 'L—". 8 14'-10' SHUTTER INSTALLATION W/ INSTALLATION W 45 tt'—a" 12'-9' 77'_1^ 12' 0" _ 40 45 12'-2" 15'-2" 77'_g• 14•_3• 40 12'—J' 13'-10" (3) PROCEDURE TO DETERMINE MAXIMUM 45 SPAN SYMMETRI el CENTERMATES CENT�ERMA ES 50 10' 9" 77'_5^ 50 71'-6' 13'—T I7,-11' 13'-1" SPAN FOR COMBINATIONS IN BETWEEN WALL 105' 55 10'-6" 70•_11• _ 50 11'_7^ 12'-5" W/ FLOOR/CEILING MOUNTINGS: OR LESS 3 3/8-e 4•' 60 10'-3" -10'-5" 60 12•-17' 11•_0- _ 72 —4 55 11'-2" 11'-10" FORA GIVEN POSITIVE AS.D. DESIGN " >105' TO MAX. 3 7 /93 65 1 1 65 10'-9" i l'-11" 10'—i t' PRESSURE RATING: 60 1 '-5 DETERMINE: 65 ALLOWED 4'• 70 '_8" '-8" 9'-8' 9'-8" 70 10"-7" 11'-5" g•_5'• 10•_1' Lt+= MAX. SPAN FOR WALL MOUNTING 70 s USE 2 1/2" FOR HD LOCK 4(R OR 75 9'-4" 9'-4" 75 70'-4" 8._9. 9-4" INSTALLATIONS. USE INDICATED VALUES FOR HV—CENTER AATES� BO g•_p• 9'_p^ 8p 71 -1" 10'-0" 10,_9• L2+= MAX. SPAN FOR FLOOR/CEILING 75 - B'-9" MOUNTING INSTALLATIONS. MINIMUM RARAnnr. 8'-9' 85 9'-9' 10'-5' TO W/ ONE LOCK A' TWO °IOCK-NG 90 8'-6' 8'-6" 90 9'-5^ 10'-1" FOR A GIVEN NEGATIVE A.S.D. DESIGN .5HUTTER RODS O_jf N Y TWO Inrlrc• WITH ..... 95 B'-3" e'-3" 95 9'-2" g'_70- PRESSURE RATING: DETERMINE: 100 8'-1" W-1" 100 9'-0" 9 -7' LI-= MAX. SPAN FOR WALL MOUNTING SHUTTER INSTALLATION W/ INSTALLATION W/ SYMMETRI 105 110 7'-77^ 7'-11' 7 —8' 7'-7" 105 8'_g^ 9•_4• INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING .dl SPAN (" CENTE-1 S CENT�ERRAAT�ES 115 7'-6' 110 8'-7" g'-2" MOUNTING INSTALLATIONS. a MAXIMUM SHUTTER 105" 2 3/4" •` 120 7'-3" 7'-4' 6'-11' 115 120 8'-4" 8'-11' 8 SPAN "L+" OR 'L-" FOR FINAL MAXIMUM ALLOWABLE SPAN IS EQUA OR LESS 3 3/16- >105" TO MAX, 125 T-3' 6'-8" 125 -2" _ 8'-9° INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN "Lt+', 'Lx+', ALLOWED 3 1/4' '�` 3 1/4' 130 135 7'-1" 6'-5' 130 B'-0" 8'_5• 7'-10" 8'-1" SHALL BE LIMITED TO 105 LI- AND "L2- Psf. DESIGN LOAD. ** USE 2 15/16' FOR HV "T' LOCK (0 W/ 140 6'-11" 6'-2' 135 7'_g'• 7,-9' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE ... USE 4 1/8" FOR HV 'T" LOCK ®0 W/ 6"-10" 5'-11" 140 7'-7" 7'-6" A.S.D. DESIGN PRESSURE RATING TO USE INDICATED VALUES FOR HV CENTERMATES. 145 6'-8' 5'-9' 145 7'-5" 7•-3" DETERMINE MAXIMUM ANCHOR SPACING. 150 6'-7" 5'-7" 150INCTA I ATION I FGFNn 155 160 6'-6" 1.-5.155 6'-5' 5'-2° 760 7'-2" 6'-9^ 7'-1" 6'-7' � H.V. CORNER CENTERMATE #3 MAY BE CONCRETE h MANSORY 14000 165 6'-3" 5'—t' 165 T-0' 6•_q• USED AT ALL MOUNTING INSTALLATIONS. LOCKING WALL 170 6'_2^ 4'_11• 17D 6 —11" SPECIFICATIONS SHALL BE AS INDICATED ON A. B, C, D, E, M. N, O, P. q, R, 175 _ 6'—t" 4'_g 175 6'-2- 6'-9' 6'—p" MANDATORY CONDITION #2 NOTE #5, SHEET 5. 180 6-0- 4'-8 780 6'—B' S'_7p• i FLOOR/CEIUNG G. H. I, 11 + J. T, U, W & t 1 EXCEPT THAT MAXIMUM SHUTTER SPAN 'L+' OR "L—• 185 5'-11" 4'-6" 185 6'-7" 5•_g• A(JD MAXIMUM S.D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO MOUNTING X. + M. 19O 5'—IO" 4'-5' 190 6'-6" 5•_6^ CONCRETE OR CONIC BLOCK SHALL BE LIMITED AS FOLLOWS: rtv . 195 200 5'-9" 4'-3" 1. —9' 4'-2" 195 200 6'-5" 5'-5' W-4" 7— CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p...(. AND CONNECTIONS SPAN 205 5'-8" 4'-1 5'_3^ SEE MOUNTING (M) ON SHEET 7. ADE 205 ie 1181/T�'�•'��Fi A. T//�/''• I FLORI BUILDING CODE High Velocity Hurricane Zone • ,il �i` .•• •, �i%% • • • • • • • • • • ® 2017 EASTERN METAL SUPPLY, INC. �`� �� •' ' ' ' ' "• • ILC O INC BERTHA HVTM Accordion Shutter - System TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems H,v. 81 ADE #1 W/ OR W/o H V, WINDOW BLADE REV.No DESCRIPTION y Assoglati Inc. DATE DRAWN BT: M.L. N.W. ]filo. SL, SU, 33��5, YIRGINU GVtOENS, RORIDA S}i6 • • • • ` Qry • 7 OLD 15-080 Phone .,�©I�a` t�6355 1y : (305)871-1$30 •—ma R: tineco•oa.eom , Fax (305)871-1531 • • 426F*%Veit Rods Drive • • • •2 • 8/02/17 DATE: 08/02/17 ,(A •;• 1V (� `� S \17,T�} r �eoch FL 3340• ® 0006719 • phones 80 • i �� • West P m • 3 ( O#4332�4 DRAWING No /pI ��. Ill �'Fr•"°PNQ1t WALTER A TILUT Jr. P.E. , bx: (Y1)20f�38P FLORIDA Uc. IL 44167 • • • • • • • • • �— �� • __. • • • 660 s _. cU_ • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MOUNTINGS A, S. C, D AND F ON SHEET ppµ i— yy/ - ' v...•- •. W/ �.,n��n� B�WALL HEADER MOUNTNO (ri) DES GN NEGATNE LOAD (oN) ASD nFnru T x ANCHORS SPA IN • I EZw TAPCON WRH ADVANCED THREADFORM TECHNOLOGY BLUE TAP TAPPER+ - EEX@L.&w.M •"••• ! � •! • L: BUILDING CODE (High Velocity Hurricane zon ®ppnp0p n00000l0® • • . • : • • • • • • • • G 2017 EASTERN METAL SUPPLY, INC. 00 BERTHA HVTM mMummmonmmv LE C O I N A� �� •• Accordion Shutter System • ounuv000mp®®�0 © H v. aaDE ;;1 w/ oR w/o V. w(NDow eLAOE American Shutter $ Stems Y Ty `• b pry _ �� 4 7L` \ •.. ,,(. °•.••��AI— �'� t ppppp®®L>t REV... DESCRIPTION DATE DROWN BY: M.L • • • • Associctipp,• Inc. • C • f OLD- 15-080 8/02/17 DATE; OBf02/1] 261 W46t Rods Drive • • • • Immo®�aaaonoo®mq n1M; p m®m 1®00p�ppppO113110 o00nnn •(80Sj43.-2f04 nn : • • • 4 22 n�DoIMmI- p • • ••• 5 ®m0[�aaan�pwarm ®mmmonmo as®moonn®nmmonoorl. Imm�oppponoloo©op Imam®a noeC mmmlEan®po m®monnmp mm®®v�o'noomn®oo m®mompao m�©ppppoo�op©pp m®�uQnlnop mmmonov®mmmivnnon n®mol000l©r�ImmlEao©vo ` '�S,1- mmov00000®®®000 MEMORIZE! m®moopso �mmaaorn®©on®moon®aaammm nmmon©aam®monnaaasmm ooaaaapnin©o®oap mlvaaaaanlnovo©ail to n oonas®mlmoaao m�OaOopooM®®pop v®apapaoo®®oppp n®®® n®mv Moao EH®IM eppapoopl©1131 0®000000 �aaaaaaomADIONA nvvaoao IM ��0mp®ppO Mi iIIo m®mOpp�a IEpopapSe$�ppoolp�po © HV << Hy BLADE� vov0000n�o®0000 oEl®ooo©©ooo© mmonnpaal,mmlvnnom®m®iBvnoae vpooppp oo®e�apppUNISON •- 0®M®Oppp mn®©apaama1101 �0m®mom�paanil ®mmm039M 0i®mon000mm®ilm MINKU ala�naOralmOpopaC v000eIMAM 1131011310110 oo ®mmmmo IMM voom®moovov mmomm"v oMIMEMsm ' Ml�mm©vevoo ®mOBOaaaiOOIN mmEMERM m®i1,pOpppOmppp0p0 ®m®BBappO avail0®0a1111 a!®0aappp MmmMIMIM�OO aaME0avaaap n®mppppa IFJOmOOOOe �mm©og000mm0000vommmv000 EDmvovoov omoopovom®000000mmoovooampo�pv00000000 M1131111=1111 IN 000vOv0p0 m®p0000O man pOQM®p00ppO �BpOOppp � ®OOOvOo as®aai opol�maaaoapm®vaapoa�oppappp BppppOQO �m0000000moovovvomoovlo MIC11 Iaoi0000000000 moaiooa000 0000aono v000000sasa wing oom000mpovo�vov�opmo�ooaioeesLs ANCHORS SPA IN • I EZw TAPCON WRH ADVANCED THREADFORM TECHNOLOGY BLUE TAP TAPPER+ - EEX@L.&w.M onnonom© ! � •! • L: BUILDING CODE (High Velocity Hurricane zon ®ppnp0p n00000l0® • • . • : • • • • • • • • G 2017 EASTERN METAL SUPPLY, INC. 00 BERTHA HVTM ®mom®apnoWwwww LE C O I N A� �� •• Accordion Shutter System • �®mSEE olinvaa000000©© 1®000®ap © H v. aaDE ;;1 w/ oR w/o V. w(NDow eLAOE American Shutter $ Stems Y Ty `• b pry _ �� 4 7L` \ •.. ,,(. °•.••��AI— �'� t ppppp®®L>t REV... DESCRIPTION DATE DROWN BY: M.L • • • • Associctipp,• Inc. • C • f OLD- 15-080 8/02/17 DATE; OBf02/1] 261 W46t Rods Drive • • • • Immo®�aaaonoo®mq n1M; p 2 • West FEIm•Beac1M FL 33401 • DRAWING No :hon. . •Ox: (%61)2(%:8350 3 1®00p�ppppO113110 w_.M o •(80Sj43.-2f04 nn : • • • 4 22 ImOCfri®ppaonnrMnEd p • • ••• 5 ®m0[�aaan�pwarm Imm�oppponoloo©op Imam®a pniv®®®L1,SE op mm®®v�o'noomn®oo m�©ppppoo�op©pp 1,R ®®imaaaaoo®r�©oap ` '�S,1- mmov00000®®®000 MEMORIZE! ooaaaapnin©o®oap mlvaaaaanlnovo©ail to m�OaOopooM®®pop v®apapaoo®®oppp aapp®Impapp EH®IM eppapoopl©1131 �aaaaaaomADIONA nvvaoao IM Mi iIIo oavpaooapoo�oaoeooaaooa IEpopapSe$�ppoolp�po © HV << Hy BLADE� vov0000n�o®0000 oEl®ooo©©ooo© HV WINDOW , D vpooppp oo®e�apppUNISON •- A,. �''f ,'j-ey ! � •! • L: BUILDING CODE (High Velocity Hurricane zon 11a1,ih,' • • . • : • • • • • • • • G 2017 EASTERN METAL SUPPLY, INC. 00 BERTHA HVTM LE C O I N A� �� •• Accordion Shutter System • * TILLIT TESTING &I ENGINEERING COMPANY H v. aaDE ;;1 w/ oR w/o V. w(NDow eLAOE American Shutter $ Stems Y Ty `• b pry _ �� 4 7L` \ •.. ,,(. °•.••��AI— �'� t 6355 N.W. 36tG. St, Ste 'A5, �SNGNU GNip[N5. ROR10.4 }�1 Phone (305)871- 530 Fax (305)871-1531• ai m c UReco•aoLcom REV... DESCRIPTION DATE DROWN BY: M.L • • • • Associctipp,• Inc. • C • f OLD- 15-080 8/02/17 DATE; OBf02/1] 261 W46t Rods Drive • • • • `i, "., - ^•••...••• • �� • EB�OD'LUT J : WALTER iIWT Jr. P.E. 2 • West FEIm•Beac1M FL 33401 • DRAWING No :hon. . •Ox: (%61)2(%:8350 3 7a/9IyATG1R �fMTE FLORIDA, U, # 44167 • •(80Sj43.-2f04 nn : • • • 4 22 • • ••• 5 • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• •• DESI.M NEWTIVE 16NEW IG I: 11. S TYPE FORErF U AI IATTn W * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS E. C. k H ON SHEETS 6 & 7) 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE M4XIMUN QE WALL SILL MOUNTING ©CEILING MOUNTING 0 FLOOR MOUNTING (A) TO EXISTING POURED CONCRETE: (Min, Pc - 3 ksi) SPAN ANCHORS SPACTN. trENp - 1/4'm TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, A$ MANUFACTURED BY I.T.W. BUILDER. (Min. Pc - 3 ksi) (1U 0.5.0. DESIGN NEGATIVE LOAD p AS.D. DESIGN NEGATNE LOAD ( A.S.D. DESIGN NEGATIVE LOAD - 1/4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. 1'c = 3 mi) 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 6D 75 90 1201160 205 TAPCON WITH ADVANCED - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. Yc - 2 ksi) u t2 Io 9 a 8 6 5.5 14 t2 10 9 e a 6 s 1♦ tz To 9 g g g 6 THREADFORM TECHNOLOGY - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC_ AND DISTRIBUTED BY ALL POINTS SCREW BOLT & SPECIALTY - _ _ _ _ _ _ _ ALL POINTS SOUD-SEr COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WYTH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 14 12 10 9 8 8 fi 6 (Min, YC - 3 kei) )R LESS 14 12 10 8 8 8 8 8 14 12 10 9 a a 8 6 14 12 10 9 8 8 6 5 BLUE TAP W/ CAP NOTES: 14 72 10 9 8 9 . 7 14 12 to 9 8 B s 6 14 12 1D 9 8 e 6 6 TAPPER+ A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON tYfrH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 14 12 70 9 8 7 5.5 3.5 14 12 10 9 8 8 6 6 14 12 t0 9 8 8 6 5 1 3/4", AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2". 4'-0' - - - - - - - - - - - - - - - 14 12 70 9 8 8 6 5.5 t4 12 1D 9 a e s 4 14 f2 f0 9 8 8 6 4.5 14 12 io 9 8 6 4 3.5 A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBELMEM 14 72 10 8 a a 6 4.5 14 t2 tO 9 8 8 6 5.5 74 72 10 9 8 8 6 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4"m-20 S.S. MACHINE SCREW USED SHALL BE t 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 14 12 10 9 7S 5.5 3.5 - 14 12 10 9 8 B 6 S 14 12 10 9 8 7 5.5 4 ♦SEE uYI�A S OF WE FOR 1' MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 4.5 euNE n�/l ON SHEET /8 5'-0' 14 12 10 9 8 7 4 - t4 12 l0 9 8 6.5 5 3.5 14 12 t0 8 6.5 5 7.5 3 0.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 10 9 8 7.5 4.5 - 14 12 t0 9 8 8 8 4.5 14 t2 f0 9 8 6 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL DE AS INDICATED ON 14 t2 9.5 Z5 6S 4.3 - - u 12 1O 9 8 7.5 S 4 u 12 t0 9 8 6 4.5 3.5 NOTES At) & A2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 14 12 10 9 8 6.5 5 3.5 INSTAUATON INTO EIFS WITH METAL STUDS SEE SHEET 28A. T4 12 10 9 7.5 SS 3 - 14 12 10 a.5 7 5.5 4 3 74 t2 9 6.5 5.5 4 3 14 12 10 8 8 6 - - 14 12 10 9 8 6.5 5 3.75 14 12 10 8.5 B 5 4 - (8) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 14 12 B 6.5 5.5 3 - - 14 12 10 9 8 5.5 4.5 3S 14 12 10 8 7 5 3.5 3 - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX, 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECIALTY COMPANY, T-0" - - - - - - - - - 14 t2 10 9 Z5 5.5 4 3 - t/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 14 12 TO 8 g.S 4 - - 14 12 9 7S 6 4.5 3.5 - 14 10.5 7 5.5 4,5 3S - _ - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.. AND DISTRIBUTED H1' ALL POINTS SCREW, BOLT &SPECIALTY 14 t2 to 8.5 7 4 - - t4 72 tD 9 7.5 5.5 4 - 14 t2 9 7 7.5 4.5 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION INC. 14 11 7 SS 4.5 - - - 14 72 10 9 7.5 5.5 4 - 14 72 9 7 6 4.5 3 " - - - - - - - - - - - - - - - - 14 12 10 B 8.5 5 3S - NOTES: 14 t2 B.5 7 Ss 3 - - 74 12 8 6.5 5.5 4 3 - 2.5 9.5 fi 5 4 3 - - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH 14 12 9S 7.5 6 - - - 14 12 9.5 a sb 5 - - 14 12 8 6 6.5 4 - - ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 94 6S 5 3.5 - - - 14 12 10 8 6.5 5 14 12 8 6.5 5 4 ' -- - - - - - - - - - - - - 14 12 8.5 7 5.5 4 - - B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOUO-SEr ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO 14 11.5 74 6 4 - - - 74 11 7 5.5 5 3.5 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO 14 12 a 6.5 4.5 - - - 14 12 8.5 7 5.5 4 - - 14 TOS 7 5.5 8 4.5 - - EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 1S 8.5 5.5 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 5.5- 0'-D' - - - - - - - - - - 74 B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 74 70.5 7 5 3S - - - 13 9S 6.5 5 4 3 - - lO 7.5 5 4 3 - _ _ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON 0. /1 7.5 5.5 - - - - 14 11.5 9 6 5 4 - - 2.5 9.5 6 5 4 4 - - NOTES B.1) fit B.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 10.5 8 5 - - - - - 14 12 8 6.5 5.5 4 - 311E 10 6.5 5 4 3 _ _ FOR INSTALLATION INTO E1FS WITH METAL STUDS SEE SHEET 20. 1'-0" - - - - - - . - - - 7 5.5 4.5 3.5 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 2.5 9.5 5 - - - - - 12 9 6 4.5 4 3 - 4.5 3.5 3 - 14 10.5 7 5.5 4S - - 0.5 5.5 4.5 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - - 14 11.5 7.5 6 5 12 9 6 4.5 4 y' -p' - - - - - - - - - - - - - 13 10 6.5 5 4 - - - EDGE DISTANCEV R 1e cp4rINGSCHEDULE FOR ♦ur c 1.5 BS 4.3 - - - - - 11 a S. B 8 4 3 - _ _ - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE 13.5 9.5 6 - - - - - T3 9.5 6.5 S 4 - - - 0.5 8 5 4 ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 B_5 - - - - - - 74 70.5 7 5.5 4S - - - t1 a.5 5.5ff.53.5 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. _ _ _ _ _ _ _ _ _ _ _ _ 12 9 6FACTOR 05 81g 7S 5 4 3 - - - 75 5.5 4 - - - ACTUALT5 6.5 - - - - - - 12 9 6 4S 4 - - - 95 7 5 - - - EDGE TAPOCIN W/ A1wANCED 7HREADFORM TECH: qLL. POINT SOLID SET TAPPER + 1J 9.3 BS 5 - - - - DE OR DICTANCE MIN. SPACING BLUE TAP W/ GIP MIN. SPACING 4'-0" TO 75 - - - - - - . - - - - - 11 e.s 5.5 4.5 - - - - E.D. 3' 4' MIN. SPACING - 3 1/2' MIN. SPACING - 3' 3 3/4' 4• 9 7 4.5 35 - - - - 7 5 }S FWIED T ATE BLDG( POURED CONCRETE & POURED CONCRETE & paw CONS 9DO( 15 it 8 9.5 4S - _ _ _ 9 65 4.5 _ _ _ _ _ VWINDOW MN ED. i MN ED.} 1 ' AYH. EA=3' •3 1 Y YH ER.2 1/2' 7.5 _ _ _ _ _ _ _ 12 9 . _ _ _ _ _ 9.5 7 4.5, _ _ _ s'_p- - - - - - - - - - - - - - - - - BLADE WORKING 0.90 1.0 0.78 1.0 o.64 - - - OS 8 5 6.5 5 3 _ - - - - IN UNISON ® _ - .67 1.0 _ _ - 8.5 6 4 _ _ _ _ _ _ 7.5 65 SS 9 6.5 41 _ _ _ _ _ 2' 0.91 - 0.51 - _ t0 7.5 5 _ _ _ _ _ 1 3/4' (^4 wunrrs o4» 6'-0 e _ _ _ _ _ _ _ e 6 4 _ _ - 0.43 - 0.35 _ _ _ _ _ 9.5 7 5 - - _ _ _ B 6 4 _ _ _ _ _ •• ••• • • • • •LO ID.R BUILDING CODE (High Yelocit Hurricane Zone) 81''Yi �t. TIL/'I' • • • f e1• �S 1i •„ /T� • • • • • • • • • • • • ®2017 EASTERN METAL SUPPLY, INC. BERTHA HV a� 1 L E C O �„�. •• �• �• A Accordion Shutter System 1 ■ ■ ■ ■ H.v. aaDE1 w/ OR w/o Kv. WINDOW BRACE American Shutter Systems REY.No DESCRIPTION DATE pppy/N gl+ ML �r TICCIT TESTING do ENGINEERING COMPANY • • • • ` s y 5?ATF {� 6355 N.W. 36th. St.. Ste. 305, MWtoA WIDENS. FLORIDA 331 • AsrptiptldrL•Inc.• • • ` 1 IXD 15-080 B/02/1 DATE Ob/02/11 r�4• r --',�` Phone : (305)871-1530 . Fax : (305)871-1531 • • 4264, We•t Roq0s Drive z f OR 10�`: •' ;4 ,1* a-mo50067.191.com : • • We M. P•Im tBeach• FL 4407 • • • • 3 DRAWING No Eg WALTER a0T1urt r. P.E. Qhon: [800)43L0 27D4 . i0• (561)209.93F6 • a 17-122 •P.l , S �I�NryU F1/DATE FLORIDq Lie. 11 44167 • • • • • 5 SHEET 6 13 OF 20 ••• • • • • ••• • • •• •• • • • • • • ••• • • • •• •• (S MOUNONGS I, J. K & L ON SHEET 7) I WALK OVER & Ii TRENCH POURED OONCREfE MSPAN _ OJ RAINGUARD MOUNTING QK WALL/FLpOR MOUNTING L W ANCHORS SP 5Pµ __ Q ALL/fYALK OVER MOUNTING A IN 1 FP= (ry) AS.O.DESIGN NEGATIVE LOM (ps() AS40ESIGN NEGATNE LOAD (pe/) AS.p.DESIGN NEGATIVE LOAD (psT) ASD.DFSIGN N CATIVE LOM (psl) 30 40 BD 75 90 720 160 205 SO 40 60 75 90 120 780 205 JO aD 60 75 9D 120 180 205 30 40 60 75 90 120 780 205 MR NCED14 lz to a e a 6 s Iz fz 1z 7z OLOGY3�—D- 14 12 .7 7 A LESS 8 12 12 12 12 7775 5 3 5 55 5 SET14 12 10 9 8 8 7.5 6 7 7 7 .5 s s 5 5 5 5 is12 1.$ a.5 6.5 g 7 7 7 7 I5 5 5 5 ai_p. 14 12 t0 8 8 8 6 8 12 12 12 72 12 9.5 7 5.5 7 7 7 7 7 55 4 5 5 5 5 5 S 3 4 14 12 10 9 w w a . ... __ _ � . _ _ - MUMMER CEM"Imm ®EM00000®®®�00®000000®0©©mmia ®®000 700®®ppmmmmu Dp©fiMi MMER EM®EAMEN ®®0v ©mvvvvm®vvio ©©aA1131 CCRNEIMSEE3SMMIMm EMIMM 0®000000 ®CMN©®®©ppppppU ®®mvvuovmi®EUv®vasavMUMIll av©©©©®©©o 0 VALID ONLY FOR UP TO +70, ®®monnvv®vvov©v�$, ®0000©©©©®©©© as®mB IN wmEER—mwm EMm®v©moo vA ®vvv©©©©®vvvRATING & FOR SPANS PER M Mv SCHEDULE #4, SHEET 11 Cma fflw= �imvvv®vovvovo©®To o©©©©�©vv m®m MIMEN eiIMMMEO ®mem©®vovMMMMEM Ivor©©©11311CRIMERMar RR®mvvvvv®vM—Mm MMM IMMIMMEE ©©©m©o�oi�io as®mvonve�®EAkmcA ©vv mm mvvov©©caM aa®muooM= MMMMER �0p�0p®v©©©©©©vv 0®0000vOmmmm00Cf0 D©0000©©©i!©00 f0®EAMER 0p®Opppp®60®®Opp ©0©®OOp m®EMMIN vIMIXIMIvMm®® �avovEa®®v©©WEEIM O m®moca�avoo�vv voieavi EMIDEM vor©©©®v©oQ mmm 0®m�vo�ivo��vvv®�oov�®®ov�v©© ©000"0 Qa®MMnoe��a�mv®®�dovvo00®oA�a©��©©®® ®®mvuovvvv®�oo�ivommmm= vo©©d®®vvo IMIMEMMM ivomi®vvvvovmm"Mm vo©vv©©oiv�a 'EM®0vovo�ivM©©vvvoovvREBM ®�®00000 v ®�©vvov®ERvv� OR EN RA®vv©vo�ovfav v m®0000000©0000000©�vi�vo9©�©o�imvvo OR MEM 00p0p©oo ©©©©©�®® . OR �®000000®®�ovvogov�vvvveQi�©®v�o�igio ..C • INC.TILLIT TESTING & ENGINEERING COMPANY AmOrlican Shutter Systems r :. �; A • • . • �ORVA 316- =_ +� FLORI :1.—�® ... . . . . ... . MOUNTINGS A S. C, D AND F ON WALL SILL MOUNTING I IBJ&CJ WALL HEADER /SILL MOUNTING _ QK WALL/FLOOR MOUMWG ©WALL/WAU( OVER MOUNTING • mmno®aommma:m©ammmoom®ono • • • • • • • • • fLORIGK BUILDING CODE High Velocity Hurricane Zom ot•llee�� f„^ • • • • • • • • • • • • • • ® 2017 EASTERN METAL SUPPLY, INC. .,�.�.•..��.o IL EC O uo�o®®oio ®mmo®®oo mmmom®oma System TILLIT TESTING h (ENGINEERING COMPANY H V. 9" ki W/ OR W/O H.V. WINDOW RAIDE American Shutter Systems Sy OF 5 6555 N.W. 36M. St, Ste. 5�5, VW.A GAROO FlDRIDA Phone (305)871-1530 . Foe : (305)871-1531 • a-molt: tilt<co•ooLeom Mn1DESCRIPTION • • • • AssoCia{iAtf,•Inc. • OATE DRAWN 8Y: M.L. • 1 OLD 15-080 /02/1 DATE: 08/02/17 • 4262 Wet Ro�s Drive • • •V464 nn®�®®mmno®oo • EB, -0006719 • WLTER TILLIT Jr. P.E. mmron®aa P: E.$CA�PJWVM Uff�%DATE FlARIDAi Lic ta167 • • • �_ �L aoo�ooamm®®mov®©aav®mv0000mmm®®o©o®oomeaaeee e onn®8m® n000®o®©oo210®® a®mn0000m 131o man �mmmm®®mmEv ve ®®®m®0004vvoavov000mmi"' 0®®a000mo© ©nmm�o1hom®mo1 aMm o®o f�m�0v00aFmm�©®vvamm�©moo m®mo®=o •mm ©000ammnoaoovmmrooro®e�nnnon®ao®mn000�ao�mn�aooio nn�©®vaOFkim�©parOCflF�im� Oo�aCt0aa0mm�p0aam®m[�ioo0onnnno©DQ®m0ap ®OOC OO mm�ipopp ®m�voMO mm�®®W oo emi�MMra>.ese �oo®o�ao �m�evevo mm®i�®®000 • �mm©aoaoom®olmooaa�e�nrmi��eaiesnn®®i®000mm©v0000mmoM000ae m®ovo�aam�omoovo'• ®©neiuseEill oao�®n0000lo�®©voivao Eaoaa000aao®oodoio�"�e�eseQnno©©oo • • �ovaoiaaaa�n mmaaaooa mnooaov�®vavoo av mm�aoovo ee�oss�on®n©oa��moavaoo •mmovooa nn®®®000 mm�ovvo®0000o a�moa000ammoov000ee�er�e�ssesenoo®®ooe��movoa eeiisieaase �mvovv�o®oho Woo ��000voo�®oa000vr�eaisesenm©omoao�®oo 00 eamm000le�aoo OC�f0f000vaD©x111111 MEMO MMM an a'lSis�elep©o000a0ry®oOv0v0®©OpOaOO ® nosaiaeao •�©aoovvo�000aooamosse esno®®ooaam©oorv�vo�ogoovory ®ovvvvoo�©0000000mesessem©00000a©o�oovov©oov000 ��oosv000 �n0000vo oo©oo a000©vooaieaaoo aoa000vavvaaQ000.sesessen®000000ao�o�aaoomoo sn�ss�s �ooa000vo •�oonovoo�0000000esssseso®©000�ovvoovoo0vv�ovoo v000. ®vovv000®aooinooa�esessss®a�ooaoio®000�0 •®0000000®oa00000®esesese®® MoOOOOgp�payaya0 SSSSSSSpp®Boom 000ao®oioviv�oo�v000000 EMUOOOOp00�oesees•. 00 ooQ0000 ANCHOR PA IN rcNr TAPCON WITH ADVANCED THREADFORM TECHNOLOGY I— BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEEP 13 LU�nATICNS'USE OFORE ON SHEET 19 n HV BLADE OR n HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON r�. r� • • • • • • • • • fLORIGK BUILDING CODE High Velocity Hurricane Zom ot•llee�� f„^ • • • • • • • • • • • • • • ® 2017 EASTERN METAL SUPPLY, INC. L�c,vs R • IL EC O BERTHA HVTM xS'S,;q '• Accordion Shutter �N�. System TILLIT TESTING h (ENGINEERING COMPANY H V. 9" ki W/ OR W/O H.V. WINDOW RAIDE American Shutter Systems Sy OF 5 6555 N.W. 36M. St, Ste. 5�5, VW.A GAROO FlDRIDA Phone (305)871-1530 . Foe : (305)871-1531 • a-molt: tilt<co•ooLeom Mn1DESCRIPTION • • • • AssoCia{iAtf,•Inc. • OATE DRAWN 8Y: M.L. • 1 OLD 15-080 /02/1 DATE: 08/02/17 • 4262 Wet Ro�s Drive • • •V464 . c}�.'••.......• �>�-'� e• • EB, -0006719 • WLTER TILLIT Jr. P.E. • • We P Im each FL 401 • DRAWING No �non�`600 43�-2y14 • - ( 61)201- P: E.$CA�PJWVM Uff�%DATE FlARIDAi Lic ta167 • • • �_ �L ••• • • • • ••• • • •• •• • • • • • • + NOTES ON ANC 1. ANCHORS TO WALL, FLOOR OR SOUD WOOD SOFFIT SMALL BE AS FOLLOWS: — 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. SUILDE% EACH SECTION ON SHEETS 16 EMBEDMENT MINIMUM EMBEDMAS INDICTED AT EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEIUNG SHALL BE AS PER MOUNTING TYPE U, SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2015 SPEC61CAT10N5. 4Stlik A. �k�x.J7 ♦ SEE 6j [4TON5 OF USE FOR e1ME 2r�1 Ort 5HEEl 19 3. SUBSTRATE SMALL CONSIST OF THE FOLLOWING: —SOUTHERN PINE No. 2 W/ G-0.55 (N.O.S) —DOUGLAS FIR W/ G-0.50 (N.DS.) SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.S) —SPRUCE PINE FIR SOUTH W/ G-0.36 (N.D.S.) —MIN. 1/2' COX PLYW000 (1986 APA) 4. ANCHORS S1ALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. • • 000 • • • FL40RM LCIPDING CODE (High Velocity Hurricane Zot • • • • • • • • m 2017 EASTERN METAL SUPPLY, INC. _ • • • • • • • • • BERTHA HVTM �.�.... IILIEC O �N�. • ; wAn* • • Accordion Shutter System H.v. e(aDE #t W/ oR W/O H.v. VONDON aAa TILLIT TESTING &I ENGINEERING COMPANY American Shutter Systems REV.N, DESCRIPTION t 6155 N.W. 361. St., St.. 305. VIRGNA WOENS, FLORX6 331 • • •4VOCICItian, i»al • • DATE DRAWN BY: M.L y Phone : (305)871-1.530 . Fas44681 OLD 15-080 /02/77 DATE: 08/02/37 e (3os)671-153t • Wes( y-h,Ss O3A • 2 1 —mu Da c"0067c0l.ccm • DRAWING No 1R E&-"006719 • • Wes. Polm 6elkh, •FL 307 11 WALTER A TILLIT Jr. RE Ph: e:: 800: 02-2104:. F:X: (5:1�09P 838e 3• • 17-122 FLORiOA Uc. 46167 • • • • • • 4• • r--- 0:6 •• • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (SEE MOUNTWGS ON SLEETS 16 & 17). 0®00 u B 15E3 T F Z;Z m. ��©ice®©0��v00®®® SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH DOUGLAS FIR W MIN. G=0.50 MMMUM / SPRUCE PINE FIR SOUTH W/ MIN. G=0.43 W/ MIN. G=0.36 SPRUCE PINE 1/2" MIN. COX 2 W% MRN. G=0.55 SPRUCE PINE 5P 00 WALL MOUNTINGS CEILING MOUNT T M, FLOOR MOUNTINGS WALL MOUNTINGS CEILING MOUNT T WALL CEILING PLYWOOD DOUGLAS FlR W/ FIR NORTH MIN. G-0 50 W/ MIN. G=0.43 FIR SOUTH W MIN. G=0.36 N. O & R W & X MOUNTINGS MOUN! T M. N. O & R FLOOR MOUNTINGS M, N, 0 R FLOOR MOUNTINGS WALL MOUNTINGS ®®®®®®mom®®'i�j0®(� W & X Asn BSMI 1EMBE P®ff BRIG fyiJ 0m011FD@,T IT®R Am.... W & X R (0Q va on NGAE 9MK •Q$ w ASD. 897! R6 u RF3 K IWlC IRTI ASn D.90I AFIWM1L�RIDIF R0T6WVNG (Idj ASn DCO( S.O. WAIL MOUNTINGS B.O. WALL MOUNTINGS P & Q $ & V S & v 8.0. WALL MOUNTINGS S & v IFDiAE R59IE PBTG 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 IS 30 40 60 75 90 05 30 40 60 75I ' OR L 12 10 ASIl 8971161R{ RFSSP{ 8616 jpdJ ASD. 8901(FGRE RS7aE IiUTq (pf' ASA 01971.K RE48E Rl1D lF 70 9 8 8 6 6 6 6 6 6 12 70 10 9 8 8 6 6 6 6 6 6 --1--1- 90 05 30 40 60 75 90 OS 30 40 60 75 90 105 30 40 60 75 90 OS 30 —T.71 60 75 90 OSS 30 40 12 70 iD 9 6 8 6 6 6 6 6 6 12 10 10 9 8 72 to to a n o ( 8 6 6 6 6 6 6 6 5p l7g al n pns + NOTES ON ANC 1. ANCHORS TO WALL, FLOOR OR SOUD WOOD SOFFIT SMALL BE AS FOLLOWS: — 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. SUILDE% EACH SECTION ON SHEETS 16 EMBEDMENT MINIMUM EMBEDMAS INDICTED AT EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEIUNG SHALL BE AS PER MOUNTING TYPE U, SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2015 SPEC61CAT10N5. 4Stlik A. �k�x.J7 ♦ SEE 6j [4TON5 OF USE FOR e1ME 2r�1 Ort 5HEEl 19 3. SUBSTRATE SMALL CONSIST OF THE FOLLOWING: —SOUTHERN PINE No. 2 W/ G-0.55 (N.O.S) —DOUGLAS FIR W/ G-0.50 (N.DS.) SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.S) —SPRUCE PINE FIR SOUTH W/ G-0.36 (N.D.S.) —MIN. 1/2' COX PLYW000 (1986 APA) 4. ANCHORS S1ALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. • • 000 • • • FL40RM LCIPDING CODE (High Velocity Hurricane Zot • • • • • • • • m 2017 EASTERN METAL SUPPLY, INC. _ • • • • • • • • • BERTHA HVTM �.�.... IILIEC O �N�. • ; wAn* • • Accordion Shutter System H.v. e(aDE #t W/ oR W/O H.v. VONDON aAa TILLIT TESTING &I ENGINEERING COMPANY American Shutter Systems REV.N, DESCRIPTION t 6155 N.W. 361. St., St.. 305. VIRGNA WOENS, FLORX6 331 • • •4VOCICItian, i»al • • DATE DRAWN BY: M.L y Phone : (305)871-1.530 . Fas44681 OLD 15-080 /02/77 DATE: 08/02/37 e (3os)671-153t • Wes( y-h,Ss O3A • 2 1 —mu Da c"0067c0l.ccm • DRAWING No 1R E&-"006719 • • Wes. Polm 6elkh, •FL 307 11 WALTER A TILLIT Jr. RE Ph: e:: 800: 02-2104:. F:X: (5:1�09P 838e 3• • 17-122 FLORiOA Uc. 46167 • • • • • • 4• • r--- 0:6 •• • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w/Y'IM711CJY7fJC�YL•ia7�fiF�i®��' m©®uvv®�®©® 0®00 ©llc�©®�' m. ��©ice®©0��v00®®® ®® v©vv oio��c�©©®mo©vvvv�v© ®®®®®®mom®®'i�j0®(� v©®vo�a®®®®®�®®®��®®mv• o� ��vovvvovov®��o1v�o1©®e�ov®mioe�a>vv©®vve�v©ovvv®®®��o�®m®®vv®m®®v©s ��movovv®ovvv®vovv ��wov��l�ivov��ovvvv�oasale®®®��® ®e�ievee�ive�ievvo®voo�iio��©oevva�vov®v©o�iiovvaav�iove�iv®®®v®©®®�v ®mom®I�r�®�� ®��1e�o© ovve�vvelaely®m : lM M�oM; My o + NOTES ON ANC 1. ANCHORS TO WALL, FLOOR OR SOUD WOOD SOFFIT SMALL BE AS FOLLOWS: — 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. SUILDE% EACH SECTION ON SHEETS 16 EMBEDMENT MINIMUM EMBEDMAS INDICTED AT EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEIUNG SHALL BE AS PER MOUNTING TYPE U, SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2015 SPEC61CAT10N5. 4Stlik A. �k�x.J7 ♦ SEE 6j [4TON5 OF USE FOR e1ME 2r�1 Ort 5HEEl 19 3. SUBSTRATE SMALL CONSIST OF THE FOLLOWING: —SOUTHERN PINE No. 2 W/ G-0.55 (N.O.S) —DOUGLAS FIR W/ G-0.50 (N.DS.) SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.S) —SPRUCE PINE FIR SOUTH W/ G-0.36 (N.D.S.) —MIN. 1/2' COX PLYW000 (1986 APA) 4. ANCHORS S1ALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. • • 000 • • • FL40RM LCIPDING CODE (High Velocity Hurricane Zot • • • • • • • • m 2017 EASTERN METAL SUPPLY, INC. _ • • • • • • • • • BERTHA HVTM �.�.... IILIEC O �N�. • ; wAn* • • Accordion Shutter System H.v. e(aDE #t W/ oR W/O H.v. VONDON aAa TILLIT TESTING &I ENGINEERING COMPANY American Shutter Systems REV.N, DESCRIPTION t 6155 N.W. 361. St., St.. 305. VIRGNA WOENS, FLORX6 331 • • •4VOCICItian, i»al • • DATE DRAWN BY: M.L y Phone : (305)871-1.530 . Fas44681 OLD 15-080 /02/77 DATE: 08/02/37 e (3os)671-153t • Wes( y-h,Ss O3A • 2 1 —mu Da c"0067c0l.ccm • DRAWING No 1R E&-"006719 • • Wes. Polm 6elkh, •FL 307 11 WALTER A TILLIT Jr. RE Ph: e:: 800: 02-2104:. F:X: (5:1�09P 838e 3• • 17-122 FLORiOA Uc. 46167 • • • • • • 4• • r--- 0:6 •• • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INJIALLAIION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITU HY BLADE 1 ONLY SHALL B LIMITED T 105.0 f. A.S.D. DESIGN PRESS RATING, E SH ET 9 FOR MA SPA do S.D. fj r1/4"o T -CON WITH ADVANCED DESIGN PRESSURE RATING F )R INSTALLATION WITH BLADE 1 & A WORKING IN UNISON es\ 1 THREADF.RI TECHNOLOGY I W/ 1 1/2" Min. PENETRATION -�'�- —1/4*0 TACON WITH ADVANCED OF THREADED AREA TO `� THRFADF1 M TECHNOLOGY ! EXISTING WOOD HEADER. W/ 7 1/2" Min. PENETRATION —yam ' '� I _ I (SEE SCHEDULE ON SHEET 15) ._ 'I( -OF THREADED AREA TO I E%ISTING WOOp HEADER.! 1 (SEE SCH ULE ON SHEET 15) IAN. STPARARON TO GLASS (SEE OR �. SCHEDULE ON SFfE7 l i I7 FOfi EIADE(7�ANp f i�OR 181 .M'n. 1/4"0-20x3/4" SS. MACHINE SCREWS EXISTING a ON SIE X19 FOR Iz v i^f W/ lI4"-20 NUTS 0 12" O.C. GLASS -1 B AOES(D& 5aA 3 �� i�OR© I WALL- W ..i_WALL r-iFlNISHj! tU •-• FINISH r� I �W •� OPTIONAL I N 1 L - a' EXISTING MIN. I WALL If 1. } �" �2z4"WOOD t�' ;' ice -FINISH HE. REQUIRED 1 OR ]STING MIN. 9 TINI - ( ,-2"x4- WOOD _ EXIGSASSS y MIN SEPARATION I E HEADER REQUIRED .4,1 L ,—'� -1/4"0 TAPCON WITH ADVANCED ' TO GASS (� G 1 1 THREADFORM TECHNOLOGY 11 FO AE ON SHEEP I I MIN. SEPARATION I I 2"x4" CONT. SILL 1 W 1 1/2' Min. PENETRATION i`- 17 FOR BADE(1OR j EXISTING F---- TO GLASS • . PLATE REO'D. // OF THREADED AREA 0 CN SHEEj`79 FOR i G� (SEE SCHEDULE—1 t f I .�' t�' MIDY7IDTH OF W000 PLATE. 13PDE5(1 )h +SA ' S-3 ON SHEET 11) I 1 j (SEE SCHEDULE ON SHEET 15) OM HV WALL HEADER INSTAL eT10N ON HV WALL HEADR INSTeI l eTlnu OO HY WALL SILL INSTALLATION EXISTING MIN. SEPARATION MIN. SEPARATION GLASS- MIN. SEPARATION t F £ f 9 TO GLASS 1 TO G1A55 __ TO CLASS I ' 2'x4' CONT.I I EXISONG s (SEE SCHEDULE I 1 7 (SEE SCHEDULE 'I i. (SEE SCHEDULE GLASS-� WOOD PLATE 4 ON SHEET 11) H EXISTING ON SHEET 11 {j ON SHEET 11) jj� ) REQ•D.-) 1 " - ( I ;7, x GLASS= - S i 1/4.0-20x3/4" S.S. j tl MACHINE SCREW! W { f 4 1/4"0-20x3/4' S.S. ` / MACHINE SCREWS \ WALL 1/4"-20 NUTS 0 I' B I D.C.- FINISH I 12"O.C. USING 1/4"-20 NUTS t� I 1 111I11,. .I. i �"D/�7 l'Jh��- 0 12"" D..C.-��j�i 1 II .ftN,l a ii ,II IvORt�I .-. 11 11 ._".•~- itl /I OR II OI 11 \ 1 \ 2"x4" CONT -/I t' t C ` (� WOOD PLATE - REQ'D. !. 1/4"0 TAPCON WITH ADVANCED rTHREADFORM TECHNOLOGY ti.. V W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. , (SEE SCHEDULE ON SHEET 15) EXISTING PAIN. 2"z4" STUDS -1/2" LAIN. COX PLYWOOD REQ'D. 0 16" O.C. MAX. REQ'D. - �EXISTING MIN. 2"xd" STUDS O 16" O.C. MAX. REO'D. PLYWOOD TO BE ATTACHED TO 1/2" LAIN. COX PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE STUDS IN ACCORDANCE WITH PLYWOOD REO'0. SECTION 2522 OF THE F.B.C. WITH SECTION 2322 OF THE F.B.C. ©HV WALL SILL ,OF B—WALL ' .�`�' Sic ;`✓,F OR & 1/4 v IAYCUN THREADFORM WITH ADVANCED CHNOLOGY J, ' 1 ! •/ 1 _ � _I/4"0 TAPCON WITH ADVANCED W/ 1/2" Min. THREADED MEA PENETRATION OF INTO PLYWOOD. N07E: 1 -SEE SHEET 4 FOR TYPICAL t COM L 6755 N.W. 361A. SL, Sta 305, IR(ifUA GAW:ENS, RDRLO J3t6 Phone (305)871-1530. Fax (305)871-1531 4-m 1:Ifineeooaol.com vE13-0006719 THRFADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION (SEE SCHEDULEON SHEET 15) SHUTTER ASSEMBLY. 2 -MOUNTING SECTIONS CAN BE 51x4 SILL PLATE ' REQ'D. t - \-WALL OF THREADED AREA 0 MIDWIDTH OF WOOD PLATE. E WAITER FLORID COMBINED IN ANY WAY TO SUIT i'I - �_ �� FINISH (SEE SCHEDULE ON SHEET 15) fALL FINISH ANY INSTALLATION. ♦ SEE UMITARONS OF USE OF ® HV WALL SILL INSTALLATION 1. INSTALLATION BLADE to GN SHEEP 19 • • • • • FL RIIIA MCCIING CODE (High velocity Hurricane Zom • • • • • • • • @ 2017 EASTERN METAL SUPPLY, INC. • • • • • • • • • • BERTHA HVTM • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • / 1 L E C O I«�. A,-3, I' «A« Accordion Shutter System * ; TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems Y FEV. BLADE #1 W/ CR W/0 HV. WINDOW BLADE REV.Nv DESaRIP110H �" ti4 •`'qW 6755 N.W. 361A. SL, Sta 305, IR(ifUA GAW:ENS, RDRLO J3t6 Phone (305)871-1530. Fax (305)871-1531 4-m 1:Ifineeooaol.com vE13-0006719 • • • •A mociatlo% Iht* • • • •• 4 68 West i00 Uriv • DATE DRAWN RY: M.L 1 OLO 15-080 /02/7 DATE: 08/02/17 20 • cW I West Polm 6e h, L 33107 • • T�� • i • • Phw*, 800) -2204 Fw: (5(W 3 • • DRAWING No E WAITER FLORID TILER Jr. P.E. Uc. # 44167 • 11909-8380 • • • • • • - �_ �� • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • UL 1 HILJ UN txlZ:) 1 LNG WOOD BUIL[ MAX. SHUTTER SPAN L+ OR L FOR INS WBE LIMITED TO 105 0 osf A.S.D.DESIG -1/4"0 TAPCON WITH 1-FlNISH A.S.D. DESIGN PRESSURE RATING FOR I - ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. 4'x8• (Min.) EXISTING--. --�--- PENETRATION OF THREADED WOOD BEAM REQUIRED. I AREA TO EXISTING W000 STR CTURAL ADEQUACY HEADER. 1 y"0_ OF EXISTING WOOD BEAM (SEE SCHEDULE ON SHEET 15 / 20x3/4' S.S. TO BE CERTIFIED BY -• I" Min .- PHILLIPS TRUSS HEAD INE SCREWS REGISTERED ENGINEER OR 19 �-EO'EO-'� W/ 1/4"-20 NUTS ARCHRECi PRIOR TO O 12" O.C. SHUTTER INSTALLATION. --a oR 15 1/4"0 TAPCON WITH ADVANCED THREADFORM .257" TECHNOLOGY W/ 1 1/2" Min. I:I ti -1 Max. PENETRATION OF THREADED I� Max. AREA TO EXISTING WOOD BEAN OPTIONAL (SEE SCHEDULE ON SHEET 15) ;-TED 0 #14x3/4" -EQ EO S.M.S.--------_._7'X4'xt/8- CONT. ALUM. TUBE I O 6" O.C. i (6063-T6 ALLOY) W/ dI I"Ij 1 or 13 or 15 (3) 5/16'0 LAG SCREWS To EXISTING—f� EXISTING MIN 2"x4• j iI Q 11 or © or 15 EACH RAFTER OR TRUSS. ' -l'J I � �� LOCATE LAG SCREWS AT GLASS x HEADER REO'( MIN. SEPARATION MIDWIDTH OF EXISTING WOOD TD E ON I ; I OPEN HOLE AT EACH-'/ MEMBER. (2' Min. NOMINAL (SEE SCHEDULE ON SHEET 11) EXISTING I CLASS— 'I' Y 'I W/ 2" Min. PENETRATION OF TM) STUD TO ACCEPT I :�!I 5/t6b LAG SLREW I THREADED AREA VALID FOR I MN sa �t N AT CENTER OF TUBE. SD HV WALL NF z INSTALLATIONS WITH 72 psf W (iKS (SEE I I 1 MAX. AS. D. DESIGN LOAD AND ADER INSTALLATION MN SEPARATION 9•-0" MAX. SPAN, THIS t NSR ET 10(�NO TO rD (STT II INSTALLATION IS ONLY VALID ON sm 1s YOR' EXISTING i 50EnxC ON - • FOR WOOD W/ MIN. SPECIFIC NOTES: ( F+xDFs.•t^„k GLASS -7 11 FON RADE 11^R , ' GRAVITY OF 0.50 AS DOUGLAS I ON DES /SkSR GR ®• FIR OR SOUTHERN PINE No. 2. 1 -SEE -SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 1 OR �• 1 BIADES•.1h.,t© ;i I i 1 2 -MOUNTING SECTIONS CAN BE COMBINED i-�, OR EQUAL UN ANY war To SUIT ANY INSTALLATION. (T IHV CEILING INSTALLATION ATION HV CEILING INSTALLATION_ f ) t MIN. SEPARATION I %, ' 10 DU4 (5r� ) OR ®• I 1 TO GLASS I I SV�DtAE w%a .I ,' MIN. SEPARATION EXISTING (SEE SCHEDULE ON SHEET 17) ; I I EXISTING 111 FOR MADE `0 I TO GLASS GLASS --I ' i GLASS qAM , g i6t (SEE SCHEDULE 1 I \ � ON SHEEP 11) 1 I I •' II, I �_ I I f � I' I ALTERNATE_ •--J I I 1 f WALLS ' i ,ANCHOR J I f EXISTING 1r f FlNISH I� Ili LOCATION j'� -� i 19 f 1/4•� 3/6" MIN. GLASS I Max. ©` 7 3 •IMI #10x3/4• HEX I I') -{ 2"x6" MIN. WOOD r /6 MIN. WASHER HEAD TEK ! ! DECK REQUIRED ' 2'x6" MIN. WOOD �� IL SCREWS O 12" �(NO FINISH ALLOWED) OR® DECK REQUIRED (NO I o.c FINISH ALLOWED) - - - %� LE:Q ' EO 1/4.0-20x3/4" S.S. EDGE OF DECKS 1/2" 1•_, - EDGE OF DECK 1 `-1/4.0 TAPCON WITH - IF APPLICABLE L - PHILLIPS TRUSS HEPD IF APPLICABLE ADVANCED THREADFORM Min- MACHINE SCREWS �- __ - 1/4"0 F.H. TAPCON WITH TECHNOLOGY W/ 1 1/2" Min. W/ 1/4'-20 NUTS 2' MINI --�—_- 1 -EDGE r ADVANCEDTHREADFORM SILL CONT PENETRATION OF THREADED O 12" O.C. 2 MIN. OF '�- J TECHNOLOGY W SILL PLATE AREA O MIDPADTH OF WOOD DECK IF—;�—T-- / 1 1/2" Min. 1/4'0 TAPCON WITH ADVANCED THREADFOR TECHNOLOGY APPLICABLE !.•_ I PENETRATION OF THREADED j PLATE. W/ 1 1/2' Min. PENETRATION OF THREADFjD AREA INTO WOOD 'DECK. 2' MM. AREA O MIOWIDTH OF WOOD (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) PLATE' ♦ SEE LI ATIONS OF USE OF (SEE SCHEDULE ON SHEET 15) C HV WALL SILL INSTALLATION eT10nl BLAOEt1A ON SHEET18}x/ WALK—OV R iNtT 1 TION WJtiV FLOOR INSTALLATION 1iTpY • • 000 • • • F RI A QI!DING CODE (High velocity Hurricane Zone ,, V`.:. L�C MT� •• •,•' _� • • • • • • • • • • ®2017 EASTERN METAL SUPPLY, INC. IT • ••••••• • BERTHAHVTM IL E C O INS. �� •Accordion Shutter System American Shutter Systems KV• BLADE #1 W/ OR W/O H.V. WINDOW BLADE TILLIT TESTING & I ENGINEERING COMPANY `- REV.Ne DESCRIPTION 6355 N.W. 360. St., Ste. 305, NRGINIA 6MDEN$. FLORIDA 3316 • • •CCIGtfOTfe IMC• • • DATE QRAIVN BY: M.L Phone (305)871-1530 . Fax : (705)871-1531 • 4P6$ West Roo Driv4 • 1 OLD is -060 R/02/1 DATE 06/02/17 �� •• �ay"7It},: �kkk mdl: tlteco0aol.com • • West•Polm Beh,t 3307 • 2• • _ 13 WALTER E8, 0006718 Ph ne:•y800):31-2104. F • • 3• DRAWING No 11`-,F-,,- +'1�1A'�•i5�tTE11 FLORID1 Li._ # 44167ff Jr, E •t 0 �X: (5f•'�'09-8380 4 1 7- 122 c SHEET 17 OF 20 • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -EDGE (IF APPLICABLE) 1/2 -TRUSSES _._ 1/2' EXISTING WOOD OR RAFTER O R w -- O.C. REQUIRED _EXISTING SOFFIT 3/4" Max THK _ / (SEE SCHEDULE ON SHEET 15) ;-TED 0 #14x3/4" -EQ EO S.M.S.--------_._7'X4'xt/8- CONT. ALUM. TUBE I O 6" O.C. i (6063-T6 ALLOY) W/ dI I"Ij 1 or 13 or 15 (3) 5/16'0 LAG SCREWS To EXISTING—f� EXISTING MIN 2"x4• j iI Q 11 or © or 15 EACH RAFTER OR TRUSS. ' -l'J I � �� LOCATE LAG SCREWS AT GLASS x HEADER REO'( MIN. SEPARATION MIDWIDTH OF EXISTING WOOD TD E ON I ; I OPEN HOLE AT EACH-'/ MEMBER. (2' Min. NOMINAL (SEE SCHEDULE ON SHEET 11) EXISTING I CLASS— 'I' Y 'I W/ 2" Min. PENETRATION OF TM) STUD TO ACCEPT I :�!I 5/t6b LAG SLREW I THREADED AREA VALID FOR I MN sa �t N AT CENTER OF TUBE. SD HV WALL NF z INSTALLATIONS WITH 72 psf W (iKS (SEE I I 1 MAX. AS. D. DESIGN LOAD AND ADER INSTALLATION MN SEPARATION 9•-0" MAX. SPAN, THIS t NSR ET 10(�NO TO rD (STT II INSTALLATION IS ONLY VALID ON sm 1s YOR' EXISTING i 50EnxC ON - • FOR WOOD W/ MIN. SPECIFIC NOTES: ( F+xDFs.•t^„k GLASS -7 11 FON RADE 11^R , ' GRAVITY OF 0.50 AS DOUGLAS I ON DES /SkSR GR ®• FIR OR SOUTHERN PINE No. 2. 1 -SEE -SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 1 OR �• 1 BIADES•.1h.,t© ;i I i 1 2 -MOUNTING SECTIONS CAN BE COMBINED i-�, OR EQUAL UN ANY war To SUIT ANY INSTALLATION. (T IHV CEILING INSTALLATION ATION HV CEILING INSTALLATION_ f ) t MIN. SEPARATION I %, ' 10 DU4 (5r� ) OR ®• I 1 TO GLASS I I SV�DtAE w%a .I ,' MIN. SEPARATION EXISTING (SEE SCHEDULE ON SHEET 17) ; I I EXISTING 111 FOR MADE `0 I TO GLASS GLASS --I ' i GLASS qAM , g i6t (SEE SCHEDULE 1 I \ � ON SHEEP 11) 1 I I •' II, I �_ I I f � I' I ALTERNATE_ •--J I I 1 f WALLS ' i ,ANCHOR J I f EXISTING 1r f FlNISH I� Ili LOCATION j'� -� i 19 f 1/4•� 3/6" MIN. GLASS I Max. ©` 7 3 •IMI #10x3/4• HEX I I') -{ 2"x6" MIN. WOOD r /6 MIN. WASHER HEAD TEK ! ! DECK REQUIRED ' 2'x6" MIN. WOOD �� IL SCREWS O 12" �(NO FINISH ALLOWED) OR® DECK REQUIRED (NO I o.c FINISH ALLOWED) - - - %� LE:Q ' EO 1/4.0-20x3/4" S.S. EDGE OF DECKS 1/2" 1•_, - EDGE OF DECK 1 `-1/4.0 TAPCON WITH - IF APPLICABLE L - PHILLIPS TRUSS HEPD IF APPLICABLE ADVANCED THREADFORM Min- MACHINE SCREWS �- __ - 1/4"0 F.H. TAPCON WITH TECHNOLOGY W/ 1 1/2" Min. W/ 1/4'-20 NUTS 2' MINI --�—_- 1 -EDGE r ADVANCEDTHREADFORM SILL CONT PENETRATION OF THREADED O 12" O.C. 2 MIN. OF '�- J TECHNOLOGY W SILL PLATE AREA O MIDPADTH OF WOOD DECK IF—;�—T-- / 1 1/2" Min. 1/4'0 TAPCON WITH ADVANCED THREADFOR TECHNOLOGY APPLICABLE !.•_ I PENETRATION OF THREADED j PLATE. W/ 1 1/2' Min. PENETRATION OF THREADFjD AREA INTO WOOD 'DECK. 2' MM. AREA O MIOWIDTH OF WOOD (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) PLATE' ♦ SEE LI ATIONS OF USE OF (SEE SCHEDULE ON SHEET 15) C HV WALL SILL INSTALLATION eT10nl BLAOEt1A ON SHEET18}x/ WALK—OV R iNtT 1 TION WJtiV FLOOR INSTALLATION 1iTpY • • 000 • • • F RI A QI!DING CODE (High velocity Hurricane Zone ,, V`.:. L�C MT� •• •,•' _� • • • • • • • • • • ®2017 EASTERN METAL SUPPLY, INC. IT • ••••••• • BERTHAHVTM IL E C O INS. �� •Accordion Shutter System American Shutter Systems KV• BLADE #1 W/ OR W/O H.V. WINDOW BLADE TILLIT TESTING & I ENGINEERING COMPANY `- REV.Ne DESCRIPTION 6355 N.W. 360. St., Ste. 305, NRGINIA 6MDEN$. FLORIDA 3316 • • •CCIGtfOTfe IMC• • • DATE QRAIVN BY: M.L Phone (305)871-1530 . Fax : (705)871-1531 • 4P6$ West Roo Driv4 • 1 OLD is -060 R/02/1 DATE 06/02/17 �� •• �ay"7It},: �kkk mdl: tlteco0aol.com • • West•Polm Beh,t 3307 • 2• • _ 13 WALTER E8, 0006718 Ph ne:•y800):31-2104. F • • 3• DRAWING No 11`-,F-,,- +'1�1A'�•i5�tTE11 FLORID1 Li._ # 44167ff Jr, E •t 0 �X: (5f•'�'09-8380 4 1 7- 122 c SHEET 17 OF 20 • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2'x4' Mw. WOOD STUDS. (AS APPUCASW wAU- FINISH 1 EXISTING GLASS �\ T - VA SEPARAMON TO MASS (SEE SCHEDULE GN 4QT 611112 11VJIHLLHIIViVJ 1-I I FIV & 17 I IHV* BLADES INTO 2" 4" M x IN. WOOD STUDS. TAPCON WITH FOVANCED THREADFORM / \ I 2'x4' MIN. WOOD TECHNOLOGY ITW BUILDER ! —STUDS HOD E•. y ANCHORS . 6' O.C. W/ 1 1/2' Mw. THREADED. PENETRATION INTO STUDS OR W/ NLN. 1 /2THREADED ! PENETRATION TO 1/2' CDX PLYWOOD IF NO SIUOS EXIST. / EXISTING GLASS cox 1 /2MIN. COX PLIWODD� 11 FOR SIDE PLYWOOD. MPL SEPAPA71ON W SHEET 19 (OR 1/16•X3' 70 MASS (S'EE ELAM(t, @) i U (6063-T6) CONT. Flt=-' 1/2• MIN. COX 11 FOR 9AOE 2'X4' MIN. WOODWOOD STUDS REO'O. _I\\ 2'X4' MIN. STUDS. (AS APPLICABLE) ,\\ ; 4_4 FWISH 2'X4' MIN. WOODWOOD STUDS REO'O. _I\\ 2'X4' MIN. STUDS. (AS APPLICABLE) \ FWISH !-EXISTING GLASS ? .� / \ EXISTING GLASS MN. gPMAiKIN _ TO MASS (SEE__ 50✓EDU.[ ON SHEET PLYWOOD. COX ll MN SLPAMIION TSCIIFDI.LE SONG i ALUM. CLOSER PLYWOOD. CH SHEET 19 FOR i • MV 5REt7 1919 @AND lI2' 11 FOR BLADE '0.p f/2' MIN. PLATE. (LOCATE 1/Y BIILfS�@ '/ WALL f ON SHEET 19 FOR AT E1TFIEA 510E MIN FINISH I aA�LT A� BLADES TC✓+g f� OF®) I • uu r m ]• Nnc /10x1/2' S.M.S.wnA../e1u-a i 1 \ cis O.C. #10x1/2' S.M.S. \ 616 O.C. - _ /1 el hm, 1p!s} t - -�•� �� `�1> OR �� •`-J- I To >.uL AT r oa SEE DETAIL X FO N1 �� (1°a'� "f OR®+ Smb oT .�,`•1 06-C7)- SEE DETAIL % FOR (,1�. OR i)g'� SIDE P! 1 OR ; I U OR Ley* f' °19a l3J • O "'(3 / SIDE CONNECTION � TO TRACKS SEE OETAIL x FOR r-� 0. �J TO TRACKS �. l4t" D6,•Q7 at8 ;a1 AX::.... �}w.�b�C,E'�wCv LO�.,.�v SIDE CONNECTION `�w�wC•QwC4�,.�; U•'v�•��••'li'w"'�w`Ll'•'C; w11✓•4�w TO TRACKS lw•('3wQ3•� '�%•�v O�Z wCs G' a �w�vow a3 C'Q•�' w _END CONNECTION DETAIL (7) .� .END CONNECTION DETAIL 8) .ENDCONNECTION DETAIL i9 .END CONNECTION DETAIL EXISTING GLASS- 1/4.0 TAPCON WTTN TAPCON WRH EXISTING ♦ ADVANCED THREADFORM ADVANCED THREADFORM i /-GLASS REQUIRED ONLY FOR SPANS GREATER THAN 1 Y-0' j--1 —� I TECHNOLOGY aW SUILDEX TECHNOLOGY ITW BUILDEX M!L 2"x4' Mw. WOOD ANCHORS W/ 1 1/2' MIN. ANCHORS IN 1 1/2' Mw. ITHRFADED PENETRATION THREADED PENETRATION _ STUDS REO'D, INTO STUDS • 12' O.C. ITO STUDS 0 12' O.C. /10x1/2' S.M.S. MN $EPIRATON ♦ SEEUMITA�TIONSOFUSE OF 11 FOR(OXOAN 616 O.CkMIN. TO GLASS (SEE1a+ s 19 rop D A A �_ /,1,/11 Foa ON ms ^oA 4� 19 a ADES Q 3 Q \ \ / t \ ION SHEET 19 FOR - 1/2'T MIN. f \ I \ f ' i \ \ / 1 �(111'@aY ___ ?`7-- / .ID - -3fi \ �"it .^. iiJ112OR W �,J I 2 LN` \ I IN\ / / 11 1!DR/ I L ---- I i 4 w(1}v:J•' IL•.Ogj w•,4j/w08a.Cv8',.�.-w@— WALL FINISH 2'x4• MIN. WOOD WALL I.CG) • Cw Q��01'w•.^ �Z R 3w STUDS REO'D. -NISH I10• �$7 P11 GR j VIEW PLAN Y 08 END CONNECTION DETAI13, END C9�NF�TION DETAIL Y, DETAIL X -� 7i A. //!! • • • • • • • • FL I (rL�ING CODE (High VelocityHurricane Zon, +,•'`\Q\+� ••••• , iS%' • • • • • • • • • ® 2017 EASTERN METAL SUPPLY, INC. � r"• cE,v��:••.,�'� Amid0 .•...BERTHA HV7M 1 3 I L E C O 1 n �. ■ �` ■�■ Accordion Shutter System H.V. BLADE #1 W/ OR W/0 V. WNDOW BLADE r * TILLIT TESTING k ENGINEERING COMPANY American Shutter .Systems REV.NO DESCRIPTION DATE DRAWN BY, M.L �Ci l' •' ' `• C%A_ • } 6355 N.W. 36th. SL, Ste. 305• VIRGINIA GARDENS. FLORIDA7316 • • �soCi♦Jti011A Inte • 1 • • i • OLD 15-oB0 9/02/1 DATE: 06/02/17 G .•;[-�\S5 Phone (305)871-1530 . fax (305)871-1531 • • 4t.8 West Vd Dfiv� • 2 • • '('��;^•.,•• Y1Y a -moil: 6lteco60oLcom West Palm a h L 33 7 DRAWING No (LL EB '0008719 Ph •e: 800 2204 F • • 3 • •-� �� L {} WALTER A"{ TILLIT Jr- P.E. )�Z • W (5G��09-8380 4 P.E 35E?1L� ...... I�R� DATE FLORIDA IUc. � 44167 • • • • • 5 SHEET 6 18 OF 20 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • p•�— f TYP, EA END MAX. S WINppW$ n ALLOWED Ai FN WINDOW BLADE T�! z 3e SEE END I CONNECTION DETAILS ON 10 & TYP_� SHEETS' �- FULL HEIEIGHT. � I s 13 ry �UH(23, 435- . (SEE PLAN FOR REOUDiEMENTS) TYP TOP & BOTTOM EXISTING GLASS ELEVATION -------------------L-- ------- ----—----- - - - - -- �, U TYP 101/ �:• TYP. S/A�, ]CAL CENTERMATES f Iiy 2' / w AND W/O (SEP 4 ABOVE) PLAN r'v�1'3n�hl��2''o,T 4V MN. SEPARATION To GIASS SCHEDtAE ON SHEET 12 FOR IXADE(O ON THIS SHEET FOR BLADES 0& SJ 1. MAX. AS -D. DESIGN PRESSURE RATING: +110, - 110 p.5.1. 2. MAX. SHUTTER SPAN: 96-. 3. ALLOWED MOUNTINGS: A. D. G & H ON SHEETS 6, 7; AS WELL AS MOUNONCS M, O, T. U & W ON SHEETS 16 & 17. ENTENMATES ONLY ��G pWITH D ASYM CAL OPTONO OU ALLOWED CaNONLY �GBE INCLUDED ESS E pF 5. (A) HV VANDOW BLADE 7@WI SLL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES) FOR © PER BLADE AT SPACINGS SHOWN ON SHEET 4, (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE io OF ANY 3^0 HOLE FOR ® SHALL BE 12". (C) FIRST OR L§ BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE i (D) HV WINDOW BLADED MUST BE USED ALTERNATE TO A SOLID HV BLADE(D THROLK;HOUT SHUTTER'S WIDTH. (E) C MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID Hy BLADE 1 AT EITHER SIDE OF THEM. SHALL BE IF) THE INTER 0RO'F THEE OPENINT,W BEING PROTECTED. HSV INSTALLED NDOW (44) MUBST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVI By ASSA, INC. 6, SEE ANCHOR SPACING SCHEDULE FOR INSGLIATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15, AS LIMITED BY SPAN AND 1 & 2 ABOVE). DESIGN LOAD (SEE NOTES 7. COSEE AOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED NCRETENCHOR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 8, MINIMUM SEPARATION To GLASS SCHEDULE: SHUTTER SPAN MINIMUM SEPARATION TO GLASS 96' Max. 5• • •• • • • • ••• .S.A, American Shutter Systems • • • •Associatigne i�T�•• • • 2t'i8 West•Ro�ts Ori�te • Pv• • We- Palm 8�1ch• FL 36407 • -6 (80 32-6204 .RDx: (961)209-838e • • • • • • • • 00 CODE (High Velocity Hurricane © 2017 EASTERN METAL SUPPLY. INC. • ocn i nw fl VTM Accordion Shutter System H.V. BADE #1 W/ OR W/o H.V. WNWW BADE tEV.N* DESCRIPTION DATE DRANK Bf: M.L 1 OlD 15-080 /02/17 OATS 08/02/17 DRAWING No 17-122 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IILIECO,N- \ * TILLIT TESTING (ENGINEERING '� •• ST,�7 (jF & COMPANY 6355 N.W. 36M. St, Ste. 30.5, WRGINIA GARDENS, ELORIGA 33 - •.••• �1 el T. 'V 1 =_S Phone (305)871-1531 Fax (305)871-1531 - il: }ilteca®ool.eom &J1(/'�//5. 1'WyTE 0006R1Jr. �j� �f•(:x4 ttTt P e7�- `r WALTER P.E. FLORIDA LIc. # 44167 1. MAX. AS -D. DESIGN PRESSURE RATING: +110, - 110 p.5.1. 2. MAX. SHUTTER SPAN: 96-. 3. ALLOWED MOUNTINGS: A. D. G & H ON SHEETS 6, 7; AS WELL AS MOUNONCS M, O, T. U & W ON SHEETS 16 & 17. ENTENMATES ONLY ��G pWITH D ASYM CAL OPTONO OU ALLOWED CaNONLY �GBE INCLUDED ESS E pF 5. (A) HV VANDOW BLADE 7@WI SLL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES) FOR © PER BLADE AT SPACINGS SHOWN ON SHEET 4, (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE io OF ANY 3^0 HOLE FOR ® SHALL BE 12". (C) FIRST OR L§ BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE i (D) HV WINDOW BLADED MUST BE USED ALTERNATE TO A SOLID HV BLADE(D THROLK;HOUT SHUTTER'S WIDTH. (E) C MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID Hy BLADE 1 AT EITHER SIDE OF THEM. SHALL BE IF) THE INTER 0RO'F THEE OPENINT,W BEING PROTECTED. HSV INSTALLED NDOW (44) MUBST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVI By ASSA, INC. 6, SEE ANCHOR SPACING SCHEDULE FOR INSGLIATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15, AS LIMITED BY SPAN AND 1 & 2 ABOVE). DESIGN LOAD (SEE NOTES 7. COSEE AOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED NCRETENCHOR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 8, MINIMUM SEPARATION To GLASS SCHEDULE: SHUTTER SPAN MINIMUM SEPARATION TO GLASS 96' Max. 5• • •• • • • • ••• .S.A, American Shutter Systems • • • •Associatigne i�T�•• • • 2t'i8 West•Ro�ts Ori�te • Pv• • We- Palm 8�1ch• FL 36407 • -6 (80 32-6204 .RDx: (961)209-838e • • • • • • • • 00 CODE (High Velocity Hurricane © 2017 EASTERN METAL SUPPLY. INC. • ocn i nw fl VTM Accordion Shutter System H.V. BADE #1 W/ OR W/o H.V. WNWW BADE tEV.N* DESCRIPTION DATE DRANK Bf: M.L 1 OlD 15-080 /02/17 OATS 08/02/17 DRAWING No 17-122 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -REQUIRED MINIMUM ARIES 6'x 1 1/2'x 0.035" THICK VARIES Min. ASTM A-653 GRADE 40 Min. G-60 GALV. STEEL a METAL STUDS AT I6' O.C. W I ' I t W� W REQUIRED MINIMUM I Min I 430 t 1 3/4'x 6 1/4'x 0.035' THICK Min.l 43c r • 6' O.C. ^. CONT. GALV. SLEET TRACK CHANNEL, I I ASTM A-653 GRADE 4D Min. G-60 i@. 6" O.C. GALVANIZED FASTENED TO SILOS 1 (EXISTING FINISH W/ (2) Axl/2" TEK SCREWS ON I A5 APPLICABLE INTERIOR & EXTERIOR FACE EXISTING CUSS —i MIN. SEPARATION TO GLASS -4—(SEE SCHEDULE) 1 1 EXIS TING FINISH REQUIRED MINIMUM i 1 AS APPLICABLE 1 3/4'x 6 1/4'x 0.035' THICK M;,.1® 6'O.C. COM. GALV. STEEL TRACK CHANNEL, i 43C 43E ASTM A-65} GRADE 40 Min, C-80 I l j GALVANIZED FASTENED TO STUDS ® 6 O.C. W/ (2) /6x1/2' TEK SCREWS ON INTERIOR & EXTERIOR FACE I j Min. ~ 1 "' _ "- •+�^vim. k 1 1 • vL1\ 1 L -F IYIN I CJ II- IJ 2.000" MOx.� 436 INTO METAL STUD WALLS * �l oD63o L • 6. O.C. 40 / 41 a 475" � 00 .( 1/4"a NOMINAL ALUMINUM SL cvc ' 12 o >i . V AC; S U 6063-T5 ALLOY I ' SYSTEM INSTALV+TION TO METAL STUD INALI S !I SEPARATION TO GI ASS SCHFnULE3 BOB" i__ ` ) 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.s.f. Mom. —7 1 IMUM 2. MAX. SHUTTER SPAN' 84" $EPNARATION 4 G � E GLASS 43c LENGTH + 1" 43 = 3. ALLOWED MOUNTING: INts) ON THIS SHEET. 43 1 /4"�-20X3" BOLT v w� 3 1/4" 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE (1 m ^ II WITH 21 AR GED�1 A S METRICAL LAYOUT. LJ USE (2) 3,5 (6" SONG, MINIMUM) MUST ALWAYS BE x1373 I INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF -.050' .T. L CENTERMATE. ai—�� M 11/4"0-20 THREADS ** BLADE SLACK DETAIL HVF IS VALID ALSO FOR 43c 1,L4!0 ELCO .ANCTRIICTI(ip ^ 38 CENTERMATE 27 APPLCATION WITH BLADE 1O- 12 Dif TC GAD 1 ST I T.ETAI QUIRED MINIMUM W U `� 1 1/2'x 0.035" THICK VARIES® 6" O.C.. ASTM A-653 GRADE 40 2Max. e6uosAAT STEEL .D. MS WALL HEADER/SILL INSTALLATION LEXISTING GLASS I I SYMMETRYCAL I 43a 436 43c I' j � I I CENTERMATES W/ I I I EXTERIOR ACCESS SIDE I 1 I ________ 6" (TYP.)- MN SEPARATION TO GLASS --_F 21 ------ -1-- -- -------------I-----___ :______ V (6" Min.) —3 1/4' T 6 1/2" (TYP•) (Cont.) uxi ( ••.rn 7" .,,,•r,."_ .- MR SEPARATION TO G -k% COMPONENTS VG FINISH AS APPLICABLE SCALE: 3/8"= i" _ TIL E C O INC. 6 1/2" MAX. SLACK ** TILLIT TESTING & ( ENGINEERING COMPANY ,�y ;��•Lxt �x SSy._.0 �T�� 6355 N.W. 36th. Sl., Sl,. X13. VIRGINIA GARDENS, FLORIDA M Phone : (305)871-1530 Fax V� w 911 �1 . : (305)871-1531 e maJ:IGlIe<o•ool.com l ti�QIY A. '�' EBr-0006719 P.E"' EA4/SIGNAWRE/OATS WALLORID, Uc. # TER A. TILLIT Jr, P.E. F "167 COMPONENTS VG FINISH AS APPLICABLE SCALE: 3/8"= i" TOP & BOTTOM) VIEW Y 6 1/2" MAX. SLACK ** ' — 1 3/4•x 6 1/4"x 0.035• THICK Min. I "ONT. GALV. STEEL TRACK CHANNEL, - - / ASTM A-653 GRADE 40 Min. G-60 A * ! GALVANIZED FASTENED TO STUDS MIN. SEPARATION VARIES i i W/ (2) #6x1/2' TEK SCREWS ON INTERIOR & EXTERIOR FACE TO CLASS 2' i DATE DRAWN BY: M.L 1 OLD 16-080 9/02/1 DATE: 08/02/l7 (SEE SCHEDULE) Max. • • Phone• (8004.72-2206 . `ax: (''%6&)209-8380 I _I z-- i 2 HV HEADER/SILL ENDS LOCA D AT"iff VIEW Y 6 1/2" MAX. SLACK ** ' SIDE CONNECTION TO TRACK • • • • • • • • FeORIDA BQRDING CODE (High Velocity Hurricane Zor • • • • • • • • • •• • • • • ••• ® 2017 EASTERN METAL SUPPLY, INC. • A • �• 0 ERTHA HVTM Accordion Shutter System A * American Shutter Systems H.V. BLADE #1 W/ oR W/0 H.V. WINDOW BLADI REV.No DESCRIPTION • • • AlsOoiati8n, I�IE! • • 268 West:RO§s D e • • We� POIr� Bp�pch• FL 4)7 DATE DRAWN BY: M.L 1 OLD 16-080 9/02/1 DATE: 08/02/l7 DRAWING No • • Phone• (8004.72-2206 . `ax: (''%6&)209-8380 • • � • • • • • • • %� 2L ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ZT:1'.• ECO INC. TILLIT TESTING 6 ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. PRODUCT EVALUATION REPORT REPORT NO.: DATE: PRODUCT CATEGORY: PRODUCT SUB -CATEGORY: PRODUCT NAME: 17-0802.01 August 2ND, 2017 Hurricane Shutters Accordions 0000.. 0000.. 0000 0000 0000.. 0000 .00.0. Bertha H.V. Accordion Shutter Sy49;M HV Blade 1 W/ or W/O HV Window Blade tilteco@aol.com FL P.E. License No. 44167 FL E.B. License No. 0006719 0000 0000 0000.. 0000 .. 0000.. 0000.. 0000% 0000. 0000 0000. 0600 0000.. 0000.. 0000.. SUBMITTED BY: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 -PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tiilit, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A.S.S.A.), based on 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. 17-122 (revises Drawing 15-080), ,till, d,,;"BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 W/ Ai'. 1PJ1�y"A dow Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.;, lffi ¢.and•s by Walter A.Tillit, Jr., P.E.; dated 08/02/17. This drawing is an integraLahis �luation Report. 44167 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (3ofax: (305) 871-1531 PRODUCT EVALUATION REPORT NO. 17-0802.01 2.2. TEST REPORTS: For HV Blade 'I Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 199Q... as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida...' Building Code. Uniform Static loads in accordance with Protocol TAIB2d2. Test : •: reports prepared by American Testing Lab of South Florida, Reports N6 0214.011 •, • 03 and 0715.01-03, dated June 27, 2003; and January 21, 2004•fe spective�, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.L.Jpjntly wjh• • • • ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by•all&iam R.... Mehner, P.E.# 1214.01-05 dated 12/20/05, signed and sealed by Henry IHatt4hq... • P.E. per protocols TAS 201,202 and 203 completed with ATL Repolf96$17.02- • 06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols••:• TAS 201,202 and 203. ' Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. 11 CM - 223, dated 03/04/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report # 11 CM - 233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker) for Keystone mountings. For HV Window Blade 1A Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1709.8.3 Test reports prepared by American Testing Lab of South Florida, report # 0505.01-08 signed and sealed by William R. Mehner, P.E. and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2615 the Florida Building Code, per ETC Laboratories report # ETC -07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2615 of the Florida Building Code, per ETC Laboratories report# ETC-07-1095-19015.ljod�°i'A�07, signed and sealed by Joseph LaboraDoldan P.E. oa ` �;,�`� Tensile test as per QC metallurgical Report` Sil=�,F%t'21, 2008 signed and sealed by Frank E. Grate P.E. as Rbr A$TM -8. NO. 44116-7 .a 5 r _©� �� 14J Y `✓J a t4 PIAL 1 PRODUCT EVALUATION REPORT NO. 17-0802.01 Qualifications for Sabic Innovative Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17/08, addressed to Eastern Metal Supply Inc. to approved # 9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) properties. •Y•• 2.3. STRUCTURAL ENGINEERING CALCULATIONS: •0000• On Bertha H.V. Accordion Shutter System for maximum shutter sp4rt+7s.:design ••• wind load, as well as maximum anchor spacing vs. design wind load �M:d-.,huttef•• span based on rational and comparative analysis, and in accordance Vim tection 1616 of the Florida Building Code. Calculations prepared by Tilteco, 46j :.'July 3?-• •: - 2011 October 27, 2010 April 27, 2011 and August 8, 2011 signed aad.sealed by.,.. Walter A. Tillit, Jr., P.E. • • • • 0000 3. MISSILE IMPACT RESISTANCE: ' Large missile impact under section 1609.1.2 of The Florida Building Cade; as per .. ASTM E-1886 and ASTM E-1996, as well as Protocol TAS 201 ( for Blade 1 arid:••' HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone Mounting)And per ASTM E-1886 and E-1996 (for Blade 1A). 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shu#teLSpan—f LH-V—Blade 1_shalLbe_as_indicated_on_sh_ eet-11_of_20-of-product Evaluation Document (P.E.D.), Drawing # 17-122 at detail "M" on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document (P.E.D.) , Drawing # 17-122. Maximum shutter Span and anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of 20 of drawing #17-122. 5. INSTALLATION: For HV Blade 1 Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 17-122. Minimum separation to glass shall be as indicated on sheet 11 of 20 of Product Evaluation Document (P.E.D.), drawing No. 17-122. Requirements for use of locks and/or locking rods shall be as indicated on Notes 5 of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document (P.E.D.), drawing No.17-122. The HV Blade Working in unison with Hv Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of 20 of drawing # 17-122. Minimum separation to glass shall be as indicated on sh,9%,,19 of 20 of drawing # 17-122. ac°°D IV6, M ~ .tl•'OnRfIONp�.•.,�'4,, t�R 0000.. 0000.. 0000.. 000,0 0000. 0000.. 0000.. • PRODUCT EVALUATION REPORT NO. 17-0802.01 q 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document (P.E.D.), drawing No.17- 122. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15,... and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 97-1a2. . . 0.00•• 6 .. 6666 7. LIMITATIONS AND CONDITIONS OF USE: •••:•• 0.0. 0 0.00:0 6666.. 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10„1.1.,•12 apd• •' • .6000. • 13. Indicated on sheet 1 of 20, of Product Evaluation Document (P.ED�,•drawing666 00000 00:060 No. 17-122, prepared by Tilteco, Inc. and signed and sealed by WalteP�'Tillit, Jr',•••• ••••:• ...60. 0 . . 6 6 660.66. 6666.. 7.2. Product may be installed within HIGH VELOCITY HURRICANI:ZONES as ;0.0.0 .. defined on section 1620.2 of the Florida Building Code. '.:.60 7.3. Product shall only be installed into poured concrete, concrete block, wood framestructures, and Metal stud walls. 7.4 Limitations of use Blade HV USED unison with blade HV1A shall be as per sheet 19 of 20 of drawing No. 17-122. Product Evaluation Deport prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB -0006719). ••�� OF, -"10NAt�`��