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Home My WebLink AboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: May76,2021 Permit Number: 91ro GI UG�GL� -„�� RECENE® e Avm I .. - `� MAY 2 Building Permit Application artment Planning and Development Services PerStttwcu'County Building and Code Regulation Division Commercial Residential x 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax: (772)462-1578 PERMIT APPLICATIOWFOR: HURRICANE SHUTTERS PROPOSED IMPROVEMENT LOCATION: Address: 916 JACKSON WAY FT. PIERCE, FL 34949 Property Tax ID#. 1423-802-0011-000-4 Lot No.8 Site Plan Name: DAVISON Block No. Project Name: DAVISON DETAILED'DESCRIPTION:OF WORK: INSTALL THREE (3)BAHAMA HURRICANE SHUTTERS TEN 00)ACCORDION HURRICANE SHUTTERS New Electrical Meter Second Electrical Meter CON STRUCTION FNFORMATION .. ;' Additional work to be performed under this permit—check all that apply: _Mechanical _Gas Tank —Gas Piping P(Shutters _Windows/Doors _Pond _Electric _Plumbing _Sprinklers _Generator _Roof Pitch. Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction:$ 6,696.93 Utilities: —Sewer _Septic Building Height: OWNER/L'ESSEE: CONTRACTOR: NameBRUCE DAVISON Name: MIRIAM VAN VASSEL Address:916 JACKSON WAY Company:DVT HURRICANE SHUTTERS, INC. City: FT. PIERCE State: ., Address:3100 N. KINGS HIGHWAY Zip Code: 34949 Fax: City: FT. PIERCE State:FL Phone No.781 831 0952 Zip Code: 34951 Fax: 772-794-1590 E-Mail: Phone N0772-794-1581 Fill in fee simple Title Holder on next page(if different E-Mail dvthurricaneshuttersinc@hotmail.com from the Owner listed above) State or County License24394 If value of construction is 2500 or more,a RECORDED Notice of Commencement is required. If value of HAVC is$7,500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in paying twice for improvements to your property. A Notice of Commencement must be recorded in the public records of St. Lucie County and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. )T �I A-lkv�' I P(U0 Signature I Owner/Lessee/Contractor as Agent for Owner Signature ontractor/Li ense Holder STATE OF COUNTY OF (� �CIC COUNTY OFSTATE ORIDA Sworn to(or affirmed)and subscribed before me of Sworn to(or affirmed)and subscribed before me of -V Physical Presence or Online Notarization I/Physical Presence or Online Notarization this gD day of d�-lFy�f.�/ ,2020 by this 149 day of 1 2020Jby Name of person making statement. Name of person making statement. Personally Known cI/ OR Produced Identification Personally Known OR Produced Identification Type of Identification Type of Identification Prod sad Produced Vivian Sue Blume _ � `� Vivian Sue l3iume (Signature of Notary Sit ) Signature of Notarj�u Sty o a " .,�s�; . R �; ` �� .April 29, 2023 ' ; EXPIRES:Agri! ?_9, 2023 Commission No. "11 4Ar,IINo` BondelsVp Aaron Notary Commission No. �' �� ,�.�`` Bonded DaRaron Notary REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. NOTICE OF COMMENCEMENT Permit No. Property Tax ID No. 1423-802-0011-000-4 State of Florida,County of St.Lucie The Undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. Legal Description of property and address if available COASTAL COVES-UNIT 1- LOT 8(OR 1436-389; 3828-2716) General description of improvements INSTALLATION OF HURRICANE SHUTTERS Owner/lessee BRUCE DAVISON MICHELLE R.MILLER,CLERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY — Address 916 JACKSON WAY FT.PIERCE,FL 34949 FILE# 4861064 05/11/2021 09:09:12 AM _ OR O OK 4607 PAGE 1434-1434 Doc Type:NC Interest in property: 100% $10.00 Fee Simple Title holder(if other than owner) Address Contractor DVT HURRICANE SHUTTERS, INC Phone# 772-194-1581 Address 3100 N KINGS HWY,FORT PIERCE,FL 34951 Fax# 772-794-1590 Surety Phone# Address Fax# Amount of Bond Lender Phone# Address Fax# Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(a)7.,Florida Statues: Name Phone# Address Fax# In addition to himself,owner designates of Phone# Fax# to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Expiration date of notice of commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER C11.713.13,F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFO COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCMENT. er/Lessee,or Ow V s or Lessee's Authorized Officer/Director/Pariner/hianager/Signature �T Signatory's Title/Office State of Florida,County of ) . , I', 9.�Q, / Acknowledged before me this ,� n ,day of I'/ 20 by who 1 rsonally known to me or who has produced as identification. t11I/ 511-� ghla <_ Signature of Notary Type or Print Name of Notary (Seal) �y� Vivian Sue Blume Title:Notary Public Commission Number 'fir{; COMMISSION#GG297846 * EXPIRES:April 29, 2023 el% ...... Bonded Thrd Aaron Notary DAVISON RESIDENCE RECENEo �.�e copy MAy 916 JACKSON WAY Department FT. PIERCE,FL 34949 p��St.Lucie county OPENING WIDTH HEIGHT #1 57" 53" Bahama #2 57" 53" Bahama #3 62" 54" Bahama #4 42.5" 45" Accordion #6 62" 57" Accordion #7 62" 57" Accordion #8 62" 57" Accordion #9 62" 57" Accordion #10 42.5" 45" Accordion #11 32.75" 33" Accordion #12 42.5" 45" Accordion #13 42.5" 45" Accordion #14 42.5" 45" Accordion DAVISON RESIDENCE 916 JACKSON WAY • FT. PIERCE, FL 34949 Rear Front 1/5/2021 Florida Building Code Online _ Mt 005 Home Login User Registration Hot Topics Submit Surcharge Stats&Facts Pubecati Product Approval 1 I ' W i sa:Public User ®D E COMPUANCE Product AW--M1i Menu>Pmduet or ARC>400geatian=FL85 on oetall S fl ® Lit [� �E C U B,n w O Oj� FL# fl 7�1 FI3d9C7! 'tlN! dpz• Application Type �v ton Eac� Code Version 20 Application Status Re-Apply MAI 2 0 20 permitting Department Comments condtional-reapply12/16/20 St,Lucie County Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodrlguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/phone/Email Category oBahama Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardeopy Received Florida Engineer or Architect Name who developed the Walter A.Tllllt Jr. Evaluation Report Florida License PE-44167 Quality Assurance Entity A_c ditatlon and Management Institute Quality Assurance Contract Expiration Date 12/31/2 Validated By 7o n Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence ELR573 R8 CDT QSSA-C_0 Rill Referenced Standard and Year(of Standard) ,Standard Year ASTM E 330 2002 ASTM E-1a86 2012 ASTM E-1996 2012 Equivalence of Product Standards Certified By Sections from the Code www.fior!dabufding.org/pr/pr app d0.aspx7pgrem=wGEVXQwtDgvjJC6uOEmpYhCjgKa47OLYE033BSNWbgO%3d 1/2 1�021 ��approval Method F1WWf:9uild111g Cade OP11111e . ►yothod 1 Option D _ Date Subtnl� DM Viadated lonA 20 Date ReM111g FM Approval iZ/i5/2020 �Pro durb ICI.v f now, Q........ . mum .g 8523.1 Ba�hO Extruded alumPnum blades assembled �- 9ahomD ShutEer NU One prowtPon. tDgether and retained b ._.., — [NDn°HUHt) Y Arnbs/he ler5 to provNe Drawing I - . Number 17.109 LI of N�AA�owad lto U"in I No 111 444MDtred ier up enbtde VOrifled By:ametI MM '11est Lab D!South gorlda,Tne. N 1§YesLWUI by ftp nt Thitd Party:Yes Ott preaftow La N level F Created by rndet tldenC Third P F 1 °D"i Wind Zone 1 2 end 3, Y•Yes MM WI Is 420 ats!Mdx. l girt tQ 96°for+45,-55 R.t1.L 70_ASI tt erni 1 height vlldth b iZ0" fw tt � Th0 Safi Or Fiwa to an MIEEO Pt+aea aqe y feria Qt4t10Yar. 7.26t4�� •er -�"'�� „"' &Vftenuu eddresoa are :�,ue records. On DMUNK*1.d0m-by pho"or by b�d�d��small�draW tdessed 4t rope r. it�e+Kaaa u� rfyou have. Donee bt a p 1i1VO- Ards afMide rho �Vtltlt.O°�.. altl:me 110MM ftaavar l oddt a er g ant i s{ddrm a y � 11� adngs rrtDg1�1 bo P�da the Mama 1'2aC ap�wuratito BYe�able to tlw Pu6pc.Tb Q Iryb4C 1 nL VVW do Utah tog ppy i�� mn emtfls♦ RraduaeAppneaat lteea��uVat ue a e underCiuptdr;55p�d�plan , p CrecM Cgrd www.11orldabup�8,�m►pr„ppp dtl.acp�perem=wOEVXqu�pgv�08u0EmpYhC18Ka47OLVEna.9aew<:.,L_,..._. GENERAL NOTES: 1. BERTHA H.V. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN B.3) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR CONCRETE BLOCK VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(7fh EDITION)OF THE FLORIDA BUILDING CODE. SHALL BE 1 EMBEDMENT FOR CONCRETE AND 1 1/4I FOR BLOCK. RESPECTIVELY. 1/4'/-20 THIS BAHAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE 20NESNTY) .(MIAMI DADE/ S.S. TRUSS HEAD MACHINE SCREW USED SHALL BE 1 LOCK LONG SHOULD STUCCO DESIGN V6 CD LOAD EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED B.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) EXISTING WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.I. B.2 AND IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASIDE 7-18 _ ..._ GN IN ORDER H VERIFY THAT ANC S:D DESIGN PRESSURE LOADS-BYMULTIPLYING'-THEM BY D.l IN ORDER TO COMPARE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND HORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33X INCREASE SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IN ALLOWABLE'STRESS FOR WIND LOADS WAS NOT USED INTHEIR ANALYSIS. HOWEVER, FOR CONNECTIONS INTO WOOD. A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. 8. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR BERTHA H.V. BAHAMA SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED TENANT TO SECURE SHUTTER WITH SILL BRACKETS DURING PERIODS OF HURRICANE WARNINGS. IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 0510.01-06 AND 0621.01-07 AS PER ASTM E 1886-05. ASTM E 1996-05 AND ASTM E-330 STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CO STANDARDS, QUALIFIED FOR WIND ZONE 3, MISSILE TYPE D. BASIC PROTECTION ONLY. NTRACTORTO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 2. SEE MAXIMUM A.S.D. DESIGN PRESSURE RATINGS do MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE THE BUILDING TO PREVENT WIND/RAIN INTRUSION. ON SCHEDULE ON SHEET 7. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy 10. BERTHA H.V. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS = 25.0 ksl MINIMUM (UNLESS OTHERWISE NOTED). ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR - DRAWING PERMIT ISPLUS APPLI DYTOUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AI51 SERIES WITH 50 ksl YIELD POINT AND 11. 1 EXPOSED SURFACE OF THE BAHAYA'S MANUFACTURER LABEL HFRAMEE�C D D E�N ACCORDANCE WITH SECTION T 90 ksl TENSILE STRENGTH.AND SHALL COMPLY W FLORIDA BUILDING CODE SECTION 2411.3.3.4. EXPOS D OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE ACCORDANCE PLACED FOR EVERY OPENING. 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 its[ MINIMUM YIELD STRENGTH. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 12. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) AND DOES NOT PROVIDE'INFORMATION FOR A SITE SPECIFIC PROJECT-. 1. e. WHERE THE (A) TO EXISTING WOOD UNITS: SOUTHERN PINE No.2, G=0.55. SITE CONDITIONS DEVIATE FROM THE P.E.D. - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION - 1/4"0 x 1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION NOTES: DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON T A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2". HIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8". (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. A.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR .PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 AND A.2). ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, (B) TO EXISTING POURED MIN. f'C=3192 psi. CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS - 1/00 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'Ox3/4" ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT k (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE SPECIALTY COMPANY. PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. - 1/4"Oxl 7/16' PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. `ER iA'iifill,p'/ T10S DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 6.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' OR c�•.9 i CONCRETE HOLLOW BLOCK SHALL BE 1 1/4 �\CENs FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) No.44167 0.2) MINIMUM EMBEDMENT OF 1/4"0z3/4' ALL POINTS SOLID-SET ANCHORS INTO POURED *; ©x0m TNn=,Ds. CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY = * 'T'!= ASSA/ BERTHA H.V. BAHAMA SHUTTER ef71Tx EMBEDDED. i,,STATE OF NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"m-20 S.S. MACHINE SCREW USED SHALL BE S��' `�FCORIDP. '. IL ECO1NC. AMERLCAN SNUITER SYSTEMS Assoc.. INC. 7 zm° // \ TESTIND At ENOINEENiNa COMPANY 12fe 9YESIROA04 DRIVE 1 1 2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. ry �S,ONa''�NCf`` .111 4 ,,m,a,. F1'.Moh `MOR1.33 20-168 a�-OOOB719 m.i p�„s me - DRAKIND N, NN]EN A TNIr i.P.E m a-ii py¢ ai FLORfaA llc/Ki67 SHEET 1 or 7 .302° _..I N N N A5 1 -R.033 o q 078" .213" +0 I' J078" i �R3g0 _...910"-`-.910"--! a p T•I I _ ' _ 1 in in I r m sue, 41. �• '--- .281" T .625' o i n m `�$ a`y f! nl �� i '` -- -j' f----•2.330"----- �, j I Goo, j m w s (t.030) r 1.108" _ -.080" 5"o �'L o�/`._ ----- �{ i _.R.12 'C h I - n �f j ,9.1•.. T , I g'1• i m• %p ni 1 19.• r r 1 19°!�r_•�--io i \ (/' -� I o h• _ ` : 'O .078" I ,. nr T f - �--- i r.- !-_. -R.415" 1 v ^ .39.:__ _ _-.071" ^ (T� N ! 187" I I 1 ? �.- ...---2.557" `---. I.. -R3a3. ,^n N a 4, ..o a I 1 - 1.625"--= I `----1.700"- - ! 0fl+ ! °S R.055" I N ----...-......2.000 -I +___2.125" (t.020)--...j 8.18.� !'- --.m .;. ..d ! o I I OA LOUVER Al HIGH VISIBILITY OB VA7 B.O. FEMALE HINGE !— 71in 324 1.8"20- 'o `t BLADE LOUVER BLADE1.820"- 6063-T6 Alum. ALLOY 6063-T6 Alum. ALLOY © TOP RAIL/MALE HINGE D) -BOTTOM RAIL 4•-2.000"------� EW -------2.330 -__ •�`p(°f 4ih VI -1.250" O4"0 - .250 F-1.250" OHLES-1�-E I ' E� If -Y -j o o 1p 1� I c I \. On .125' N I 9/16-0 Si I 1/-4. "0_20x1" LO G t30 .093 I ( '')J m m I oI S. 1HUMBSCR OR T 1 HOLE T 3/8"0-16x1" LON o oo ACETAL THUMBSCRM7 v7 - r i i 1 Min.' 9/16"0 /, a ' a O OCKING D EXTE IOR r i HOLE Min.- ° HOLE 1 I , � o O CHANNEL -- FO PRE—PUNCHED --- — 12"-- - - —---—— —., I (2) 1/4"0--, i I CENTER MULLION HOLES HOLES T 1/4"0-20x1' LONG ±30' VIEW X BLOCK WOOD -S.S. THUMBSCREW OR 3/8"0-16x1" LONG VIEWS Z ACEIAL THUMBSCREW. N o HO LOCKING ROD AT INTERIOR FIXATION >a y N _ O M 10 o cV j_ p50 T- p49 0 co °J�1�}0 ao 11 1�I OO . � \CEllls .,c/,p� FLORIDA BUILDING CODE (Non Htgh Yeloaty Hurr)cane Zone) I .875" SERRATED TUBE J 1" SERRATED TUBE r!sao•--r ��---1.7so°---- INSIDE ARM OUTSIDE ARM = NO.44167 02ox0 RLMOD.W. *; a ASSA/ BERTHA H.V. 9AHAMA SHUTTER DRAWN " er KO CAMEL BACK HINGE 1F e COMPONENTS �srATEOF IL E C O one. AMERICAN SHUTTER SYSTEMS ASSOC., INC. "CAM SCALE: 3 4' 1" �y ors;'•�OfiIDP•.v�� a"� It+cEalxG wYPa"Ya. wcsr vwr rinw WEMWADS `a aasm / Ie '"��i`s'70NA�t0""'`�� mA, ' P.(DDD1uz-zza fau(s�r)zaa-eaeo 20-166 �111,/ 1� G-0006719 0;n ®va n.o a�u DRAWING No N71WEf1 A 1A"f dr..P.E. m n-I® flOtaD+1 Lle./uWD7 , 94M 2 Of 7 n A GR Al �(coNr.) C/5.6 ji (coNr.) D 5,6 (CONT.) ) I�.TYP.) `� `® i ® / _ ��5,6 C)(coNr.) I�D/5,6 (2) y14.2'F.H. j o o D'/5.6 (2) 114x2"F.H. o \ r 1 0 D'/5,6 S.S. S.M.S:'-'�• • S.M.S.-- e FROM JAMB E \ i- FROM JAMB TO TOP RAIL�C •— t I (2) F.H. 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BACK FRONT FRO)APM(g) 10 TO TOP RAIL C -(r NOTCw/WET ill h bwTmOR WEB OR WEB HED's11 TOP R41L 7pRoL Min SEPARARGR OR TO GLASS A OR SHEEr 7) OR @ (TyP-) Dun= GLASS & 2)Rol MawTD l- F JAMS 0 NO HEIGH. OR @ A=' DIRD 70�\'" i— (TyP-) YT �J'<...sc'�t� __/r1CanL hIi i \Srw".,-- —'+C3' OR @ (ONLY FOR SLICLE MM m.MAX.GAP OR @ (2) Alum.POP 7"S 1/4"0-20 0-1 311ro 0-20 BOLT w/mff- 1fl'w/wm 41 KIERIOR WEB NOTCHED AT BOTTOM Pj& wow 0 EACH JASH \N PLATE 3/16-0 OLOCATION Q0 EACH 8' REVO "UM POP RWETSll I 11l LOCATION BACK 1,IRCNI 7 1— "FA, k * '-1/4-�20 DR=SCREW GEL, 7 V 1/4*0-2D TRLW SCREW ok T �D (2)#144"F.H.J S.S.S.M.S. PRO JMB C.L '-A 1 •#-20 BOLT W/wjrtw TO 113affo.L C-t. �20 GOLT W1 WNGNW 1/4 . S. .RNL N.J14W F.H.- 1 '\4"11/4-0 WCOM OR(3) /4-0.1 7/16- '0 FROMS-Ma(o • 'i 'I " (3)1/4"0 TAPCCNS 0 To WOOD 57UD 0 NOMML) 11 '1/16'INSFJtTS To TE STUD(komwOm or WOOD STUD 0 SRJ0,2-WL NMWM) 24"O.Q MM. WOCD Sw 0 "Ir REWIRED 24'O.C.ELOC 24'0.C.U4)L- I SECTION C C REWIRED SECTION D— D (WALL MOUNT) (WALL MOUNT) ALTERNATE SECTION D'—p HURRICANE POSITION (WALL MOUNT) NON HURRICANE POSITION NON HURRICANE POSITION SCALE.3/8"- V SCALE:318"- I" SCAM.3/8" 40—V FLORIDA BUILDING CODE (Non High Velachy Hurricane Zone) CONNECTION TO W se C)2020 MTECO,IRC. 0QD Wj EXTERIOR ASSA/ BEITIM H.V. BWALMA SHUTTER UP LOCKING ROD H FIXATION N0.44167 /2/2020 ILIEC 7 AMERICAN SHUTTER SYSTEMS ASSOC.. INC. DATE TATE OF ENGINEERING COMPARY 4M WEST"AGS VMVE PH,WEST PAW BUM FW=&U07 R 1 20-166 (M)432-=4 rA)U(301)205-WBO SHEET 5 or 7 7,� .54 WOOD REAM FMOURED WOOD HEADER /r. REQUIRED (SEE SCHEDULE SHEET 7) I/ef TAPCDNS (SEE SCHEDULE SHEET 7) -0-L B C v 08 C-L P, c #14.2-F.H. POP FOYETS SZ,SAS. S.S.S.M.S. -Tw//"T�i` ---) ----#14.2-F.H. aAcx rpow FROM dkYB(E) TO TOP RAIL FROM JAMB TO TOP RAIL 4 4 `, � = P)W/WEB )NTEMDR Wm NOTCHED \TOP PAL --fiMIENTOR WEB AI OR Mh�SEPARATION TO GLASS SHEET 7) SEE SCHEDULE OR (7YP.) EXISTING GLASS-j (FROM FROM J rEIG4(?M MABE 7 0 MID TO BRACE(L-. a (2)#14.2'F-H.SS.S.M.S. FROM JAMB TO MADEJOR(a (TYP-) 0 Mn HEIGH TO BRACE AM9 0 OR (ONLY FOR WW ours) re OR @ -- 1 I/e 0-20 DOLT W/NUr- (2)3/1, (W) POP I= 1/4' 20 BOLT W/W V-1w./m. BOTTOM RA3.@ BOTTOM RAILOD .230'MAZE GOP, ALUMINUM N. j a EACH JAMB- LOCATION POP ► bi BACK 6 =11ON tOD 'ON y- '1/4'�20 THUMB S`T`LW(2)114.2'F.H. .-OD �D I/V-20 PMB SCKW FROM JAMB(E) C1,L WOOD 1/4"0-20 BOLT W1 INNGNUT TO BOrrom IVUL@ (2)01 4.2*F.H.' PLATE -1/4"0-20 BOLT W/VANGNUI &S.SI&S. =OR RECID _'AN FRONT AMB( TTEM ELMATE or 1/4a TAPCONS OR(3)1/4;"1 711FC TO 80 L@ WOOD!STUD 0 SIDE.r wx"Cum) ELVATE BEMIS TO STUD 24'0.C.MAX-' WOOD STUD a WUD.2-UK NOKW4 REQUIRED D 2C 0.C.MAX-'SECTION 0 FMQUOUED ALTERNATE SECTION D'—I)' (WALL MOUIM 'All (WALL MOUNT) tl I NON HURRICANE POSITION t /Z NON HURRICANE POSITION SCALE 318'-I" ......... ki: P. Z/'i'% ,.--'�GENSj` SCALE.3/a'. I" WOOD MUD 0 FLORIDA BUILDING CODE (Won High Velodty Hunfea 24'0.C. me Zone) FFOIIJitD No.44167 Q2020 TUTIECO. ASSA BERTHA H.V. BAHAMA SHUTTER '-p SECTION C C RAwN (WALL MOUNT) CONNECTION TO WOOD W/ E F 7/2/2020 HURRICANE POSITION -ALTERNATE INTERIOR 11L 1E C AMERICM SHUTTER SYSTEMS ASSOC., INC. '"AYE sue:3/8"-i TACKING ROD (ELFIXATION TIESIINCI&ENGINEEIUNG CCHjpANr 42115 WESIROADS DPW m W 5 UC`- FMA 33407 PM WEST (aa0a2-2.2O4FATX (Sal)2= 20-166 11#111,11 lit CA-0006719 WAIT"A.OLID Jr, L- Uc 6j E P. ROMBA 4417 SNECf SA OF 7 �QE CONCR BLOCK HEADER PEOI111SD 1/4•/TAPCl)1S ------ ON (SEE SGImULE SEE SCHEDULE 1/4'/TAPCONS ( /� (SEE SCxmlu SHEET 7)-- ///. I_O CoatL ON SHEEP 7) j%ri•/ I--;H/Cant. ON SHEET 7) ,,.• /�� CanL ��r�r,� / 1.(µ)3 1 y f _-..414>,2'FA. 514.2-F.H. / i�/� ✓�� // / S.S.S.M -�/.• S. POP WETS /-;� FROu JMIB S.S.S.N.S. • BACK a MONT is` f TO TOP RAIL !=�..= FROM JOBi' TO TOP RAILOCC -4-��WERtm WED -CENIOaORR WED +TOP RAL \ CHED TOPP RAIL CONCRETE OR�'SEPARATION CONCRETE BLACK �f/// \:'-O ® / //! `\� {/p�� TO OUSS :jl: \ CONCRETE ,�r�/. ` ` 'A%- r(SEE SCKDu'T ---.- -._Q ® WALL REQUIRED /l, \\ '��\ (n'P•) WALL REoumm j�f (}yp,) DUSTING r (2)el{tfL'FH S.S.S.M.S.,/ 0 MI JANBQ TO BRAEQA OR® .I_ _.__..` � In�• I_ i/ ;,\. ®MID HEIGHT TO BRACE JAMB i FROY1dI (EHTO S.S. OR I—@ OR QA \ .. ��' f ®MID HEIGHTBRACE ANA a3'1I 1 -r \. _� OR Ar rr-m � (ONLY FUR SINGE OROS) �,\ . (TyP') ��Mff ,•�T (2)J/1BY a�..�. 1 4 a-zo E �E;N1ER 0R wm / Ty (o ar wa MUADRE L7a1s) / f / NATLT®Ar =+BOTTOM RAIL@I{•/-20 Bd.T W/ / /NBT (E)NTERIOR wm111- ' • bM1 a "4\ BOTTOM AT T�/KD :�� "i�• eortoM RULpo CGVCTLTE OR CONCIR'fE BLOCK i //j t(4)3/ifiO %/I� �O EIICR JAMB 1 / ` V `-� \, ` w REOUDtm J AWICNIW 1 ' )it (�}f '� LoaTroN `�Z( J O Fa71 JAMB •1 BACK&FRFROM �.'•� T`-' \ „ LP RIVETS OCATION e. \ \\YY ` I 4 czt \\\lam 9/4'0-20 THUMB SCREW 1-1/aS-20 THUMB SCREW s.z•F.H. f/� � D O B sNs ,l�r OI /OD FRON i 6oaL ;�/ 1 •- ,i,/-20 BOLT W/WI GNUT TO B BOTTOM D %; -1/{•e-2o BOLT w/mxCNUf (2)/14a'F.H. ,(2)1/{•a uPcoHs OR I /l! S.S.S.M.S. (.)1/CN]/{-aE PONT SAID-SET OR '//r _(2)7/4V TA➢C0t6 OR TO 801TON RM• ' (.+)1/{•011 7/IB•PANELWIE OISERTS F r - (2)1%{11/7/IALL POW SOLM-SET O P.WELLWE INSERTS O /.` SECTION C — C SECTION D — D ALTERNATE SECTION '—D' (WALL MOUNT) (WALL MOUNT) HURRICANE POSITION NON HURRICANE POSITION ♦V II III (UpJ MOUNT) SCALE 3/8•-1' NON HUURRIRRI CANE POSITION `��Q�•.(iEfd �' SCALE 3/8'a T. \\ Sic'.• FLORIDA BUILDING CODE (Hon High Velocity HuLT(wna Zone) N0.44167 ©�20 mrzco,Nc ASSA/ BERTIiA H.V. BANANA SHUTTER DRAVM By CONNECTION TO CONCRETE OR CONCRETE BLOCK * :* 7/2/2050 W/ EXTERIOR LOCKING ROD (A7 FIXATION -2 ?. '�'., STATE OF 'Q IL E C O INc. AMERICAN SHUTFER SYSTEMS ASSOC., INC. arz Off` N •�'�TKLEr"TESTING&mEbN A.I^N EM•(INO COMPANY- 420 WESTOAOS DOWORID PAW BEACH.FLORIDA 3 3407*4 m m—+ se Pr(nso)u2—na4 FAX:(Seg2BB a eo 20-186_--L-In G�097119 m m sm. uW r. tuo.a ORAWINC H.11111111111 WALTER A RUJT Jar P.{4187 E. IN IJO. m tT-lu 4 Y FLOR SHEET 6 OF 7 CONCRETE OR CONCRETE HEADER REOONED°I 1/4'0 TAPCONS__ 1/4'0 TAPCONS 1/4'0 TAPCCNS •/ (SEE SCHEDULE / (SEE SCHEDULE• SHEET 7) SHEET 7) f (SM SCHEOIASCHEDULE- /g-/ O r©Cant SHEET 7) 1XI � aC.O 014x2'F.H. /✓ w E S FRONT f/• /' S S.M S. B1Ld'F.M. POP RV .!:% FROM JAMB Fes(E.� r 7 5.5.S.M.S.I aAnT a TRONT i% TO TOP RNL(q) '% FRROM RB(C fF;w/ATEB ` :E wEe jf E;BNERIOR WEB TO RUL G fr ��-• \HT�PONL AT •''J \ \ �ro�S S CONCRETE BLOCINCRETE M \l\ OR' f' \, @(CJ CONCRETE OR OR wAu REQUIRED CONCRETE BLOCK (SEE SCHEDULE._ OR WALL REaWiEn :.'�%//. (�YP•)�E E>oGTNG — jf/ '-- (2)B1h2'FH S.S.S.I.S. �! \ FROM JAMB TO BLADEW ORO .%� -T """' --- ��-�-Y---• //l ®WO HEIGHT TO BRACE !/' S ---1 (2)B14a2•F.H.S.S.SAL.US. )TO BLADE OR O �i� \ \(' 0 OM)H�EIIGHT TO BRACE JAMB QC..L OR A (ONLY FOR SINGLEL'NIS) j j/ \ ��.. J\ �''P•� %% '\'``"" \\ / eem. j�% �I0 :•\ ;s. \ i%/ t. —'CJ OR A YULDR£ I/{•0-20 BOLT W/NBr \'' ^.,\ N AT �` (2),/16*0. \�`^* \ (TYP.) •,� E ( 1Qd15) 8O11o1 RALL � 1/4'0-20 BOLT W/NUT.,. :-7—7 \\l VINTERIOR WEB �B TTOY Rui@ f0r y\ j/✓ i `` '\ f�GM IWL@ I i1'i t r ..'".li,%/•!::�i%/%:/./' l%//a/iji•.2/Y/1..%��HiA%I/L C%%-A/P�'�:f`�, ,�/.�,IO -•�SS A .\L�A l�' an III .%/,i!,,'ji•�i/:i�'' K 'A/e. % J•IO L LOCATION OO EACH MBCe �ItO i1/4'-20 THwB SGEW ce /41 .-20 THUMB SCREW \ �1L(2)B,Lx2-FL.J L ✓ S.S.S.M.S m BOTTOM /. O - J CotMOMJAMB/ CnL 'I 1/4'0-20 BOLT W/WIGNUT 1/f'020 BOLT W/TWNU (2)Bl{.Y F.H.t CONCRETE OR CONCRETE BLM •��/! /�/.i 1 _ ��/ S.S.Ei.YS. REWIRED 1/{Y TAPCONS OR ,i'. FROM JAMB®(2)1/{'Oa7/B'ALL POTR SO11D-SET OR - (2 T/4'0 TAPCONS OR TO BOTTOM RAIL@ (2)1/L'sA1 7/16'PANEIYATE INSERTS (2 1/4 h7/B'ALL PORT EOIID-SET OR /% �.isi. .' (2 '/4'Oi1 7/16'PANELATE INSERTS SECTION D — D (WALL MOUNT) ALTERNATE SECTION D'—D' NON HURRICANE POSITION (WALL MOUNT) ` I11� SE C 11 �� NON HURRICANE POSITION (WALL MOUNT) / SCALE-.a/B .1• °y�Q��''\LENS 'r9'% SCALE 3/8•_1. HURRICANE POSITION _ �- F FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zane) sauE a/e•a I. No.44167 _ 02020 TILTECO•INC. ASSA/ BERTHA H.V. BAHAb1A SHUTTER ORAMN BY CONNECTION TO CONCRETE OR CONCRETE BLOCK ' / y. am- STATE OF E C O�Ne, urERICAN SHuiTER SYSTEMS ASSOC., INC. ""2 2' W/ INTERIOR TE LOCKING ROD (R) FIXATION ;�,c'• '�CORIDP :.� u.r TESHNC a ENGINEERING COMPANY 4266 WESTROADS ORIVE // �C'•. c`�\ v Mt alw Ol tE..Wl ryxA ape,ROlm..ulu WEST PAW BFAC11•ROWOA!VIW /,''/.ss'ONAL;;" AA`` I~• `• `��,-AEI �4 FN�o 2_2:a F (sBT)202-67m 20-166 Onsamw oR ORAWINO NO E/1111111111 HALTER A TIOR Jr..P.I- ,� RORmA U.111 44167 SHEET 6A OF 7 SCHEDULE# 1 MAXIMUM SHUTTER SPAN"L'(in) MAXIMUM SHUTTER WIDTH"W"(In)FOR SINGLE(CASE 1)& MULTIPLE(CASES 11&111)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING FOR INSTALLATIONS INTO POURED CONCRETE CONCRETE BLOCK OR WOOD SUBSTRATES S1N-G-LE_0ITS ELEVATION ,HU_LTII?LE UNil��. AT ONS B CASE I WALL MOUNT B CASE II WALL MOUNT III ; WALL MOUNT BAHAMA f SHUTTER ' ELEVATIONS — 11I—_v'—I—w—{ �---w---F--w—{�—I I—W—I T-DOUBLE UNITS �---TRIPLE UNITS SINGLE UNITS MAXIMUM A.S.D. CASE DESIGN PRESSURE MAXIMUM UNIT MAXIMUM SPAN INTERIOR MULLION MINIMUM SEPARATION RATING WIDTH "W" (IN) "L" (IN) TYPE REQUIRED TO GLASS (IN) (P.S.f.) 1 +45.0 -55.0 42" 96" N/A 4 5/8" H & 111 +45.0 -50.0 �40- 70" OF 3 5/8" SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES( FOR SINGLE(CASE I)&MULTIPLE(CASES 11&111)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE MAXIMUM A.S.D. SUBSTRATE CASE DESIGN PRESSURE RATING WOOD POURED CONCRETE (P.S.f.) SOUTHERN PINE No.2 OR CONCRETE BLOCK { +45.0 -55.0 12" 7 1/2" II & III +45.0 —50.0 7 7/2'• 7 1/2" �� a(-I--I uqr FLORIDA BUILDING CODE (Non Nigh Velocity NurT(wne Zone) ------------- •........• lv 02020 TRTEoo INC. ASSA/ BERTHA H.V. BAHAMA SHUTTER MAW;cr N0.44167 = 1L E C 0 iN SHUTTER SYSTEMS AMERICAN SHUT SYSTEMS ASSOC., INC. DATE 0 • TN1.R TESTING&ENGINEERING COYPAHY 128E WEsnWAOS CRIVE +, ==1a4G Moo— WEST PALM BEACH.nm DA SM7 �1'�'" �•'_ " PH:(aDO)<ax-uos FAIL•(sel)M-M 20-166 STATE OF a ml.wo,arw" :FCORIDP �� G-O�e719 GAAWIIIGNo `. wA Lc A U P.E as 1)-Iw 1 noRmA ue.�at°� , s1E.Tr 7 or 7 'ryrrri NAL EN rrrrmonmua�� REVISIONS f p W=12W MAX. W m ---- -- -- ---— H=70"MAX. -d c •o ' W=80"MAX. o v o _--'_— H-70"MAX. FBC 2020.7TH EDITION. W w £ q 160 MPH a iO W 'ss � W=42'MAX, EXPOSURE: D y .1 .� ; H=96"MAX. CATEGORY: II '� ROOF HEIGHT:<30 W y � J ART'E•IEEE `F10,.23JiE) ' ' ART•H•(EEE Fl852J� � \ �/ w !// ART'D'(6EE FL8�8 RE) co) Z / H / it i r W., 1,, W ` ----- ---- ----------------- co) E s fn �1 NOTES: 1Ni11111�� 1. THIS DETAIL DOES NOT REPLACE FLORIDA PRODUCT APPROVAL FL8523-PS.THIS DETAIL IS SUPPLEMENTAL. 2. SEE FL8523_R8 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR SPECIFIC INSTALLATION INSTRUCTIONS AND A LIST OF ALL MATERIALS. � 3. SEE FL8523J28 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR WALL ATTACHMENT METHOD AND MAXIMUM PANEL SIZES. 4. THIS DETAIL IS AN ALTERNATE METHOD FOR THE'HURRICANE POSITION". S. ALL ANALYSIS IS IN COMPLIANCE WITH ASTM•E-1865,ASTM E-1896,ASTM E-330,AND ASCE 7-16. _ S. TYPE OF EYEBOLTS THAT MAY BE USED: • _ 6.1. 5116.0 LAG STYLE WITH 318"LEAD TYPE,SPREADER INSERT WITH MINIMUM 2-EMBEDMENT INTO CONCRETE OR CMU. 62. 5116.0 SHOULDER STYLE EYEBOLT DOWEL AND EPDXY MINIMUM 3"EMBEDMENT INTO CONCRETE OR CMU. i ATE OF •j Q 6.3. 511W 0 LAG STYLE WITH MINIMUM 3-INTO WOOD. � 7. MINIMUM EMBEDMENT MUST BE INTO SOUND SUBSTRATE--NOT FASCIA,STUCCO,SIDING,ETC. �� p•P� 8. MINIMUM SW STAINLESS STEEL SHALL BE USED. BAHAMA SHUTTER ALTERNATE LOCKDOWN 00 ATTACHMENT METHOD S-1 04/02/21 1/6/2021 Florida Building Code Online TO I - 'may' t• I !'.. f i .`� ® Ye - aCIg Home Log In user Registration Hot 7bptcs Submit Surcharge Stats&ract5 PublicaUonsRE-M ..: _ _a EWED Fun 1PrroctApproval� d-br ODE COMPUANC E llfi Ifs,k!�o� {7�p_ �I� produce pnvrnval h^mf>pmduc[or AooIlC oh Search> ST. L`� ��✓O E �=✓®U f7�;]T (y 611211 ation Last>Application Detail f = FL# OCC �IU(24 FL389-R10 Pm Type Revision Code version zozo ��y 2 0 2QZ1 Application Status Approved Permitting Department Comments St.Lucie county Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (S61)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who 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 12/31/2021 Validated By John Henry Kampmann Jr" Validation Checklist-Hardcopy Received Certificate of Independence F11,389 R7 0 col COI AS$- al ADE1 nrlf Fl389 R10�Oi COi ASSA RI_®DE1 2 pdE F_L389 Rt0 COI COI A SA RLADE pdf Referenced Standard and Year(of Standard) Stands d r Vear ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code wwwfloridabuilding.org/pr/pr app d8.aspx7param=wGEVXQwtDgvYYHH2vJvx53MWSXdCOtOXPGxaL887Zzg%3d 1/3 1/6/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products F3 Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL382 R10 11 DRWINC eS A BLADES o49 Approved for use outside HVHZ:Yes Verified By:American Test Lab!of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports 1 Other:Large Missile Level"D".Max span is 12'-3"for 40 psf F089 R10 AE PER ASSA B I1DE3 pad positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. `389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum Interlocking;blades retain e y tracks to'I Only-(Non-HVHZ)-Drwg 20-164 and bottom)for storm protection ( p Limits ofUse Installation Instructions Approved for use in HVHZ:No FL.',S9 R10 II DRbyrnl0 gSSA BLADF7 ImpactpraR Approvedfor use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span Is 16'-0"for 30 p.s.f 111-389 Rio AE PER ASS A BLADEi ndf negative ASD load depending on centermates and lacking rod Created by Independent Third Party:Yes configuration for the HVl blade,W-0"for+64,-72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f,for metals stud mountings and 8'-0"for 110 p,s.f,for HV1A working in unison.See sheets 7,11 and 20 respectively of Installation drawings for other spans and pressures. 389.3 Bertha NV Accordion Shutter- Extruded aluminum interlocking Ea es reta ne by ac s(Ot p COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection Limits of Use Installation instructions Approved for use in HVHZ:No 389 RIO II DRW A55A 13LADE1 7 Rdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Other: Evaluation Reports Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL3;9 R10 AC- PER ASSA BfA E1 2.pdf for Blade 1 and 18'-0"for Blade 2.See Schedules on sheet 12, Created by Independent Third Party:Yes 25 and 28 respectively • ,i::ci; Ydt°sue Contact tic;;2401Bh11r Slone Road 'n+��ahais"n FL 3 aeo phnno:850-487-1824 The state of Florida is an AA/EEO employer.Coovrtaht 2007-2D13 Statq of Florid_.;;p v rI acy statement::Acwssibillty Statemrn±;;Refund Stag 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 maR.If you have any questions,please contact 850.487.1395.*Pursuant to Section 45S.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 4SS,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 45S,F.S„please click hGM. Product Approval Accepts: M10--i W:t43 Credit Carci safe www.floridabuilding.orgipr/pr app OU.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPGxaL8B7Zzga/o3d 2l3 GENERAL NOTES- 1.BERTHA H.V.ACCORDION SNORER SYSHEY SH01AN ON THIS PRWUCT EWER ApN T(p EA. Wlq BEETI VER91m FOR COMPLIANCE W ACCORDANCE WITH 111E 2=(Rh M=QOF'RE FLORIDA BUIIDINO fXmE 7NIS ACOORdON SHUTTER SYSTEM SFWL N01'BE INSTALLED AT HICX VELOGiYHU ZONES. DE ON WIND LOADS SHALL BE DERIOBNED AS PER SECTION 162D OF THE ABOVE NENTIOrNED CODE.FOR A BASIC 00 SPEED REQUIRED BY THE JURISDICTION WHERE SHUM WILL BE INSTALLED WITH A DIRECIgNALFTY FACTOR K-am.US9NG ASCE 7-18 AND SHALL NOT D GEED 711E NI a=(11,.0.)RESIGN PRESSURs RAigVGS INDICATED TABLE OF CONTENTS ON SHEETS If TIM 1%19&ZO IN ORDER TO VERIFY THE ABOVE CONDIDON,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST T+»>uCED TO AST.DESKiN WIND LOA05 AREA j. HV BY ML0.7RLYINo THEM BY 0.6 IN ORDERTO COMPARE THESE W/COAX(ASM)DESIGN PRESSURE-RATDIGS INDICATED ON SHEETS 11 TMRU 15.19&2D. B enG_ M" IN ORDER TO VERIFY 7WIT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED.WERE NOT OVER SiRE4ED.A 33 x INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS�[USED IN THEIIt GENERAL NOTES SffET 1 AN7ILYSIS.HOMER,A YtMD DURATION FACTOR CD�1.60 WAS IISID FOA VEWRCO�N OF FASTENERS IN WOOD. SYSTEM COMPONENTS 1-20 SFIEEF 2 .BM'M-.H.V.ACCORDION SHUTTER SYSIFAPS ADEOLMCY-FOR WIND'AND LARGE MISSILE DIFACr LOAD HAS BEENFVERIFIED IN ACCORDANCE WITH SECTION 10W.1.2 _T11E ABOVE_1NENTIONED_CODE.AS_RER___... _._SYSTEM.. . . COMPONENTS 2f-37---- ------- SHEEr-3 -- IGIL SFN1'TQt ASSEMBLY. SFffET 4 -HV HADE�10214.01-03, TYPICAL.WINDOW BLADE&WINDOW DETAIL/E LEVEL D. WIND Z OI S 1.A7214.)&#1/0.01-1-ae,PER TAS1-10 AND&203 PILOT AS S L GE MIS1.7'As-2o2 AND rAs-z03 PROM OLS AND ASIY E-t866 �r)Fe 2@ HV BLAOF n AN HV VV'�'D3W BLMF 0 AND E-1896 STANDARDS(YiS9LE LEVEL.D,WIND ZONES 1,2&3)&/7 220 01-10 AS PER TAS 2D1,203&203 PROTOCOLS LARGE Yb511E. - OMERE APPI LC.A6�, -HV WINDOW BLADE O IMM-01-08 AS PER AM E--1886 AND E-1096 OUSSILE LEVEL D.WIND ZONES 1,2.3)BASIC PROTECTION ONLY ARID/OM.01-88 AS PER US 202 PROTOCOL TYPICAL SFMTER EIEVATTON&NDIES ON LOCKS SHEET 5 2.FIV BLADE Di AND HV MNCOH fiADE® ARE ENGINEERED 70 WORK IN UNISON WITH EACH OTIlnt UNDER 111E G17NERAI.LIYIfA7I0N5 AND CONDITIONS OF USE IMG7ED ON SHEET 19 24MALLATION DETAILS A-F. CONCRETE/BLOCK SHEET 6 INSALIA TE DETAILS G-M,CONCRETE/E.00K SHEET 7 J.BERTHA AINLE S EL SCREW PLUS(N SCREWS),USED EN BLADES KNUCKLE EN FOR OOtECT MOUNT CONIECfIWR W TRACTS SHAM BE j14x27S'AND►14x1.75'RFSPECRYE7.Y,410-HT YM@1UY SERIES CENIENMATE DETAILS FN SHEET B STAINLESS SIFA.OM RE ISTH 135.0 Rol YIELD N SHUTTEGTHR AND 1e0 kUl TENSILE SIRFROM.PINS SWILL BE COATED WRN BUM HV DACROSHIELD COAMO SSTEM AS NANIFACRIWED BY APPROVED CENRAMATE ALTERNATING DETAILS XV SHEET 9 COAIWG APPLICIITOIS,REGISTERED WITH AYEPoGN SHUTTER SYSRMS A550CIATION,PINS MUST BEAR 1NE NV MARKING ON THEIR HEAD. 4.ALL ALUMINUM 001RU90NS SHALL 13E ALUMINUM AssocwION ALLOY AND TEMPER AS PDIGTED ON SHEETS 2 AND&MINIMUM YIELD STRENGTH FOR 6063-TS ALLOY Is 30,0 W AND 317 IM1 FOR END CONNECTION DETAILS 1-6.C0NCRM/BLOCK SHEET 10 6005-15 ALLOY.ALL ALUMINUMEXTRUSIONS W CONTACT WRR DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION W-6 OF 111E 2015 ALUMINUM DESDH MANUAL MAXIMUM SPAN TABLES SLEET 11 5.ALL SCREWS 70 BE STAINLESS STEP.304 OR 316 AISI SERIES OR CORROSION RESISTANT CONED CARBON SLED.AS PER DON SODfB WITH 50 Ini YQJ.YFELD STRENGTH/RID fI0 k:d MN.TENSILE SIRENGRL ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.&4. ANCHOR SCHEDULE-CONCRETE&BLOCC SHEET 13 6.BOLTS TO BE ASM A-=GALVANIZED STEEL.OR A1S1 304 OR 316 STATES STAINLESS SIEFL WITH 35 ksi MNtNOLHM YIELD SINENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 7.SEE THE FOLLOIMNIG SHEETS FOR ANCHOR SPE/9F'IG1I01IS:HV BLADE :12,13,14,15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 INSTALLATION DETAILS M-R.WOOD SHEET 16 HV MADE D& NOW"IN UNISON: 12, 13&15 INSTALUITION DETAILS S-K,WOOD SLEET 17 IL THIS BERTHA HV.ACCORDION SHUTTER SYSTEM SEARS A U.S.PATENT a6'779.582 COMPONENTS OF n S APPROVAL ARE COVERED,IN WHOLE OR IN PART ev U.S.PATENT/5'458,779 BRED To EASTERN END CONNECTION DETAILS 7-12&K,WOOD SHEET 18 METAL SUPPLY WC 9.IT SHALL FIE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCRJRE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TD SEILL/CIULK AREA 3: ►�V WINDOW B e 6 ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.nn FASMaNG TH CONTINUOUS CONTACT HAM TIE BanM TO PREVENT WIND/RAIN INIRUSIODL 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNDNN:ALCIM MMM PERIODS OF HURRICANE WARNINGS NONE OWNER,TENANR.OR 7YPIdAL SHUTTER ELEVATION SI(M 19 CENURMATES AND ENGAGE OR LOCK ALL HV MID No LOCKS. OMBt$MUST PROPERLY LOSE ALL FN AND HD AREA 4: HV WINDOW BLADE n ONLY 11.SHUTTER MANIIFAL rUREI S IRM SHALL BE LOrATED ON A READILY VISIBLE LOrATION AT ACCORDION EVERY OP SHUTTER a ACCORDANCE WMH SECTION 1709.9.J OF FLOREDA BULGING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL S1U0 WALLS SNNEEr 20 PLACED FOR OPENING.LABELING TO COMPLY WRH SECTION 1709.IL2 OF 711E FLORIDA BUILDING CODE 12.BERTHA HV.ACCORDION SHUTTER SVSTEL'S INSTALLATION SHALL COMPLY WITH SPECS INDId17ED IN THIS DRAWQiG PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE anSDICTON WHE77E PERMIT IS APPLIED 70. 13.(a)THIS P.M PREPARED BY THIS ENGINEER IS CE NQOC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.IA.WHERE THE SITE CONDITIONS DEWATE FROM 7HE P.LD. THE CO KINOIOR'ro BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND TE is7W C PRx11DIND LIFE SAFELY OF THIS PRODUCT,EASED ON THIS P.Eo..PROVIDED HWDE DOES NOT DEVULTE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDTIIOPS DETAILED ON 7N1S DOCUMENT.CONSTRUCTION SAFELY AT SIZE IS 7NE oDNTruCTaRS 'fff.SYON901Unf. (c)THIS P.E.D.WILL BE CONSIDERED INVALID P ALTERED BY AMY WA4& OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPEOFIC PRO.MCIS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EON)FOR THE PROTECT AND N}IO WRJ.BE RESPONISIBIE FOR 7FE PROPER USE OF 711E P.E.D.ENCINEDi OF RECORD,ACING N►9 A DELEGATED ENGINEER TO THE PF.D.UMBER SHALL sLu"To TICS LATTER TINE SITE SPECIFIC DRAWINGS FOR REVIEI7. (a)ORIGINAL P.E.D.SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGN►M OF 7HE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. .. FLORA IOU CODE on Nigh VelocityHurricane Zone 02020 Th.TECO,INO 02020 EASTERN YETiU•SUPPLY.INC. V��A BERTHA HVTM �CEN '��.�'� AoSE-S�A� Accordion Shutter System L�0 , H.V 9ADE#1 W/OR W/0 M.WNDMV BLADE = No.441 7 TILUT TESTING A ENGINEERING COMPANY Amaioan Shutter Syderne ocsasaaa mrz nu1rM LID LLP * Tk SOS!Im 3M&SL.Sw-14%Dam"CI M=.1LLtDNA a31 AaancfotHon. IRE:. 1 OLD 17-107 DOE: 7/z/2o2o z STATE '2O LM on.:(3Ds)wt-t93O.FED:(3DSItm-13]1 4268 Westroods Drive = OI;I O,cy °-"'G� C01A West Palm Beach. FL 33407 3 DRAWING No ��i�4`S'••. •• �� WAUFA A 1LLR Jr.P.E 4 LOB 1 64 L ••• ��' EAL/SIGNAiURE/GATE FLORIDA LrG y 44f97 6 SHEEi OF 20 --�• 3r ica wa® , '',. ...........QV SOUD BLADE ;py --' 1 :y ,•hi" 3OFIV UNR/ERSAL FLOATER /18d' STARTER C01/EREO UNO 179 f' Q HV SO• QUALIFIED FOR USE W/HV BLADEt3 O^ 'I QUALIFIED MR USE W/ �A HV IMNDQW BLADES 6005-TS ALLOY AND TEMPER HV BLADE{1-) ' ED FOR USE HV 6063-TS ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 BLADE 1 6063-T6 ALLOY AN O TEMP _ _._ ,3.226'. 1500' ._ .....- -_ -- _ .�'r_"_It`--._ ....,. _... _ .._ _.. o._ 63- MPER_.. DY ..'3243.•_'I e 3'658•___ nl �'P=�_ I 47�r. .670� aT" 26J0" _ � .N4 .670•_ 2223• '�0 7 4.-,_._. 99�'�---t�.0 1.000•1 a7- 1 .i 5.... {y •' {842 2 � - •i TO Kaz• .I 0.072- 7,HV ADJ. ADAPTER WJ in = g _1J79 -A!12_. - QUALIFIED FOR USE W/ HV BQHV WALK—OVER TRACK ''�0` _ 0HV ADJ. FLOOR TRACK BLADE� 6053-TS ALLOY AND TEMPER QUALIFIED FOR USE W/HV O C QUALIFIED FOR USE W/ HV BLADE-L ED F USE W/HV 6063-T6 ALLOY aAtN+D TEMPER BLAOE�i BLADED Y. 1� HV RAINGUARD 6063-T6 ALLOY D TEMPER '91 VAt8E9 mi -1�36. 63-76 ALLOY AND TEMPER QUALIFIED FOR U-E W/FN 1aH�I 6063-76 LL�OYEAID TENDER i,_ii-•083- --'�-OB3• II ��-I.093' oi-L-093'. i•- ; - r V -- 10o il- I �i ,pg}• .a93• I .�� I _-L �f - � _ .060• .'.! ' 1670� '� � i` ems" 053-• is �0p1 •{67•� I 1.696' $ ;+ -' • 1 11 HV CEILING HEADER g 1iV HEADER/SILL OUAUFIEO FOR USE IR HV BLADE(1�ONLY lI�J HD CEILING H .K8 S� Q FlIS FOR USE W/ HV BLADE CI ONLY, 6063-T6 ALLO�AND TEMPER" CUALIFIED FOR USE W/W BLADE 14 S SEE SECTIONS FOR TEMPER Y� SEE SECTIONS FOR VAUDnY QUAD FOR USE /HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1 ON 1-X i 6D63-TG ALLO TEMPER ST COMPONENT A D T1 72 X Y I 1' 1' .06Z• I i 2" 2' f0.120" } © 2" 13'MAX 1/6' 1/6- ---•} • - 2•-S"MAK10.192"10.192' 196 SIDE ANGLES = QUALIFIED FOR USE W/HV ALUMINUM AMU e I zs• -r IUIx 0.190• 0.190' 0 CORNER POSTS BLADED QUALIFIED FO USE W/ HV �_ __ �-----_�--•— QUALIFIED FOR USE W/HV 6U63-T6 ALLAY AND TEMPER �"--•-- "'_---- BLADEQI 6063-T ALLOY AND EMPER f 2" 's-MAX.0.139"j 0.131" 6063-TG ALLOY AND TEMPER tI Ili FWRM BUMBVG CODE(Mon High Velocity Hurricane Zone 02020 70.7EC0.INC. 02020 E'ASIERN NETAL SUPPLY,INC .��'�,P ""' czr'�,,, BERTHA HV TM VCEN ' �� m S.S©A. Accordion Shutters stem •No.441 7 = E INC.1Ne. Kv #1 w/OR w/o Hv ISAM TD.uT MnNG & ENGINEERING COMPANY American ShuHer Systeum OtSQap110N am Do=eK UP -q STATE 0 SM MJL UL1-SL,3n.3a,.�GMWM name 371 AseociaRon. Inc. , OLD 17-107 2 GATE 7/2/2020 Ph..:(303)671-I03D.F=:(JOs)UI-1631 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 s '%,Fs••........ ,�LT�L 19 Pc . 20-164 ''riff s/DNAL `SEAL/SIGNATURE/DATE FLCIM U.#'µ167 8 SHt Ef • 2 OF 20 W .745'__ 45' Z293'_- 1-I RAT,!GO/i, "'1 1 4•-7➢ -i aq, - i 1z TV.) H• I SSAM 1wRe,stm,fn m _ 1w7iL W=PAMM i 12 I osz• m� $I�I - nl., a y% f _c_ au b �, aza�ncw•. � -----cad-- r a 1.Szs• : �� mi I i v _7 _ I I JIB" —-. __.__._-...I_.___--•-- •..-' tatAss an muss Lltnmm 'QC i Law (a�Mf¢PIATm) QUAUFIED4. _FOR U. F1V T &.1 ONLY _6063-TG PILOT AND TEMPER OU FOR USE W/HV BUIDE0)& 1 ONLY- _____ QUALIFIED FO W/ HV D'JALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER ® HV BLADEQ ONLY. BLADE(1�& ONLY. QUAUFIED FOR USE W/HV BLADE T ONLY 250'O.D.6063-TS ALLOY AND TEMPER � -`ref---i 7 TO 756' S i "�" 1 o�I R. �.oe, of i .� -� ? J�i -360•j[ AFTER RrvtTINc T. LG4Q_, �• 'rrZl�� c i3,` n i r �� i o n 1 '4 20 x 3/4' RMERNG �7 -20 RIV LIT @,I- ' --,J•--._-._ i �I (22ASHAi1ffACIUAE3 FLANGE T Y .. B1 AMELPLAN EU3MTmNHV MALE ;Z�awm: zM401W atra CR EOALC R 'L LOCKER FOR °T' LOCK CENT Q QUALIFIED FOR USE W/HV BLADE 1)ONLY 'g HV FEMALE 'T' LOCK CENTERMATE ® HV 'T° LOCK �HV ALTERNATM LOCK QUALIFIED FOR USE W/ HV BLADE 100NLY 6083-is ALLOY AND TEMPER „ QUALIFIED FOR USE W/HV MADE ONLY QUALIFIED FOR USE QU/iUnE FO USE. HV GD63-T6 ALLOY AND TEMPER ! 6063-TS ALLOY AND TEMPER' W/HV BLADE01 ONLY. BU1DE t�ONLY. tam 1317' 3 : 31,161 ••mPm o �. o �• .m 4J2] - Q1 _) i � _ l TNIDNJLM J21 CnMEfRI1 RNO ir- R .214• +zz � Iav cruNllPTt r' Maw'_ n r.4 m n 1.126'Poa. 3 0 � ND CENTER MATE W� LOCKING ROD m n e r o OLUW 063 FOR USE W/ TE BLADEI"1)& QUALIFIED FOR USE W/ HV BLADE/11&<itAi A i - m 6063-T8 ALLOY AND TEMPER 6063 T6 ALLOY AND TEMPER %pJax 12'AOL QUALIFIED FOR USE W/_W BLADE 1 &® i i o B �/a�-2G ss a8 a/e�-te 1.130, 6063-TS ALLOY nAnNOD TEMPER 'l i - i ( OCYl1t1BER ® +iS7 Mn.: LACKING RODD r-- CYLINDER -..-� 1.78 Mm;^ ~_QUALIFIED FOR USE W/ HV BLADE( n -�7so ° 1/410 ® ND LOCK 6063-T6 ALLOY AND TEMPER ® FfV 3/8 0-16 ACETAL 3�J Li1( 1/4 0-2D AISI 304 BY RECENT HARDWARE MORRSE LOCKS SERIES 2333 HOOK BOLT LOOK 55 INSTALLATWN WILL REQUIRE A 7/16- HOLE TI•ILIMBSCREM $FRIES S.$TMUM QUALIFIED FOR USE W/ IIV BLADE iQ& @A DRILLED AT 7WlCKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W! HY BLADECti QUALIFIED FOR USE W/HV BLADED RJONpp BUM=(Ron High Velocity Hurricane Zone gi�4 020M TURCO.INC 02020 EASIERN METAL SUPPLY,INC. 'ucE F r� BERTHA N Tm No.44 si = I L E C O Iwe. a o�oAe Accordion Shutter System H.v SAM r W/OR W/0 M.WMIN RAM AmerIcan Shafter me aLsaefm0x tu1E 0Rvr1 s, MF TILLn TESTING&ENGINEERING COMPANY :$'- STATE F y��'102a� No UK 3M st.St..UN t�"MM 11OMA 331 Aucclaflon. Innate , OLD 17-107 fwe 7/2/2020 �`' �ORI P �� Phono°(303)a71-1e3O•Pmt:(Sos)e71-1331 4268 Westroads Drive 2 �i -�m0:C6weaoLe°n DRAWING Na Ii,c�s'••..... ..•' : West POhn Beach, FL 33407 3 N I,� „�t>,LR A.Tuff71� P.E 4 20-164 ��//SAifNALI M!'��15F�i1./SIGNATURE/DATE FLUM Lk 0 ute7 s SHEET OF SHUTTER ASSEMBLY SCHEDULE FOR _3 - ~1`To a ur> Tc� f 1O HV BIAOE 1 _. t ane 625• 625' I MM %1Ai 1875•� '`j TiI 1 ENV r47D0'L .0 s•-:Txri x-x •Oe35' .0 ® HV BLADE 1A �! -- - ---- - ---—--....- - i HV LONG RECESSED NYLON BUSHING f f i•{ n KNUCI4E °a` rI I as25`-1 i{* _ --- .�........ — ----- - OOR® c F ;I o.asz�• --- j R1.7fi00� - HV SHORT RECESSED NYLON BUSHING . . ., c � . -= • ,-_M1 Vw) i 4 HV NYLON.HAT WASHER. FlA7 ON ! ® W WHEEL CARRIAGE AIM 302-303 SERIFS r� silo 0.870"x3/16"THICK NYLON WHEEL I ; NI 2 7 •MINI ,Ml NINOOR' 0.188 0 AISI 302 SERIES S.S. RIVETS I_ ----I_- 1 na._..... :315"m Sin r3.c0 — - (( nE^s °S 7�00 ® FIV 1 3/4'ACCORDION PIN W/ 8 HEAD - c G I J - < - �` EXTERIOR ,C-F•! I sLAD r- w s s a .nets ® HV 2 3/4"ACCORDION PIN W/ #8 HEAD 1- _ F `I=I _ -- - r ON Ccnt/ERS•� * ii. `•.i( .; „ r..__ �'; •' � Soo• ® -1 'I o "_ - 1 POLYCARBONATE IMPACT RESISTANT HV WINDOW }j - ! �I'"' f 7� - IaEm--_CLEAR 'i TYPICAL HV WINDOW BLADE 1 AND -r � 1 I )-.. I TABS O DR I Ii I - 1 POLYCARBONATE HV WINDOW DETAIL or ! ('� HEC ur 111RES1�ENTS) 1 OR ; j' - _ $.FGLYCARBONATE IMPACT RESISTANT HV wINDOIY I BAYER NIAKROLON 3103 POLYCARBONATE � RESINS, UV-STABILIZED GRADE OR SABIC W Pill R U1REMD" AT EXTERIOR BLADE KNUCKLE FOR >c ------ - - i0 ELF OT10PA INNOVATNE PLASTIC LEXAN 103 RESIN NV ]� fiV (SEE NOTE "F° ONSHEEP 19). { � i (1) kV FIN l'.71 SHALL ALWAYS sE USED A. ALL EXTERIOR 301 i0M KNUCKLES OF HV .ACCORDION SYSTEM :Y/ HV Q OR - 1 POLYCARBONATE SOURCES FOR 44 HV (i BLADE. ETICAL SHUTTER AMEMBI.7 1 1 i I EXTERIOR A� A.T=. s HV PN 22 OR ,..AT (2) HV FIN @ VAY BE USED IN LIEU OF �1 AND ONLY AT i'I E R- XTFRIOR SOTTOm KNUCKLES OF HV ACCORDION SYSTEM W/ HV C oD.sza- IE BLADE'S KNUC.KL.E. ,' BLADE WHEN CORRESFOrlDING TO I!lSTALLr+TfGN °I1", SHEET 7 4a f43 p ;SEE NOTE n FOR sFEene canTn ASOl WM2 aCa3�/m C043 rfd 0 a 1(:. REQUIREMENTS) '� =° @6aE 1IID STfGA"Ti1 ASll1 rJ.34 9.<::as:. 9A•0 D-1 TyP. �. ,I1 FLOIWZ SMq.'CN AT'AFan ASM Ong t2S20 aai 13.4m CaA (S) Fib' PIN OR Q W/ 1/2" O.D. 1/16" TaICK S.S. WASTER u'1 i ( SHALL BE USED FOP, DIRECT MOUNT iNSTALU01Ot4 PER DETAiL X. `�1aT�.'- 9��! �I j ;I{ �°�s=' ssn,c7s° scccca a,.r. Sara ass. SHEET ® 11, �1.001"M Ow _ AM°ae 1x 7"r Jb WHEEL CARRIAGE DETAIL °1°E o�m AM Aso a.•z= ra-s% a N.T.s. #REMBLY LAYOUT WE CF S-M.:G AM U35 C-1 aA5_ C-1 MAST SWF R03=. AST31 O1S20 11240 1 00 7 OEVIMMC: ASN G1S5 7V..0 MUM AFM. .{YFAMEiIti. 7SSa 03 WO:P.J. MO PU SOLID fA HV WINDOW BLADE DETAILS 11ssnESRasse3t'Exnn,Eu.s 15,1,939 g,G,�7:: 3280„� ra.T.s. FLORMA WILDING CODE Don High Velocity Hurricane Gone; �, Ej(al)itl jp 02020 XTECa,ING. ©2020 EASTERN!METAL SUAPL:• NC- �.•�``�Q`� •..... .•("% Ae��/ye BERTH ter S3 Accordion Shutter System No,44 8 - ` American Shufklr Systems H.v. #1 W/OR W/o KV.wmw Ia A x TILLIT TESTING ENGINEERING COMPANY fvx flaeTwoopf DATE DRAWN BY. MP •• SM5 N.T:.390'St..St-J05.V2M A CAROBS,FLMM 3316 Association, Inc. 1 OLD 17-107 /2/2D2 Ckr= 7/2/2020 F STATE Ph-:(3n5)871-1530.Fax:(305)671-1531 4268 Westroods Drive x y F a Q:of=vad.. West Polm Beach, FL 33407 3 DRAWING No 4 CA-0006715 - ��'0�1L/SIGNATURE/DATEFIMPDA a SNEEFO O nnu 1 Fis mRreoNmflY!1•ONENV LOCK IL Or 0 SHALL RE USED AT 1 A2 OF SHUTTER SPAN FOR ANY SPAN 12'ABOVE OR BE 1 �[2 OF SHUTTER SPAN FOR SPANS UP TO 10b',Atm FOR IT ANY•NV LOCK 1�or Q�NAY BE USfa ASAN INSIDE OR OUTSIDE LOCI(ATTACHED ORTFS W/(2) 1/4'4-20 x 1/2'LONG MT HEAD S.S MS.LOCATION OF I=SHALL BE AS INDICATED ON aHUTTER ELEVATION. �a 2 •IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURMf PURPOSES•UP TO 1W0 HV l . - IOGS_ ..OR. ...JMAY BE 1A. �§ USED.AS.AN MEM OR OUTSIDE LOCI.CONNOMM OF LOCKS-70_CENTERYA it L SHALL.BE.AS- -(t-ABOVE--` - ------ - .. _. TES.® -�- INLHGTED ON NOTE i LOGTION OF LOCHS SHALL BE AS INDICATED)ON TYPICAL SHUTTER ELEVATION. o • i ..• %2 ITT LLSFA Y,v-1 ners,. v II 24.ox 5nf�ot l�O NI® - 4® ------ LOCIONG RODS ARE NOT REMARED AT CANE POSITON, BUT MAY ® BE USED IF DESIRED TO ENHANCE SHUTTER P CE LOCKING RODS AN ALTERNATIVE DEVICE MAY ALSO BE USED AT SLACKING POSMON (NON HURRICANE POSITION). D ONE HV LOCK® ®SHALL BE USED AT CORNER CENIERNAiES FOR ANY SPAN ! } ;}. ...� AND 06TALLAn®ONS AT ANY ELEVAnOIW NV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, RNER AT ATrTOPIC&BOTTOM SWILL B USLD, LOCIj'Rpk t�F LpCK x 1 2'LONG FLAT HEAD SS.Y.S TWO LOCKING RODS LLA)DMUN SHUTTER SPAR SIYLLL BE DETERNMIEO F PER SCHEDULE SHOWN BE AS 7E OSHEET��SHUTTER ELEVATION. 12. 5. Al -ONLI ME My LOCg T — Bw �M 11 hill ONE ALTERNATE NV LDL7C 28 601Y BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND ■9 INST AT ANY F1EVA'TON.AI.yERNATE LOq< MAY BE USED AS AN DE OR OULSIDE LOCK.ATFACHNEM �55 I OF t/4'0-20x*V S.S.THUMBSCREW TO a OR®CUMMYAIES SW81 BE MADE W/1/4 C-20x3/4'ALUM RNNUT AS SHOWN ON SECDON HVE SHEET 0.ONE LOCK SHALL,BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. III USED AT 1 MISMIATIMPIKI ONE FLV LOCK®or®or!�SHALL DE /2 OF SHUTTER BAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPINS UP TO Sir.AND FOR INSTALLATDNS AT ANY ELEVATION.HIV LOCK®or®or®MAY BE USED AS AN INSIDE OR SEE END—i - OUTSIDE LOCK,ATTACHED TO®or®SIMEMICAL CENTERMAMS W/(2) t/4'-20 x 1/2'LONG FIAT HEAD S.S. CONNECTION M O •� • ' � ..`3 YS.LOCATION OF LOCK SHAL BE AS INWCATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKWG RODS 0 W/ SHEETS 10& •'� � E H 1 K L Y p .f V N OR @ TOP AND BaMM IS COMPLETELY MANDATORY. 18'nP. FULL It YYY"" l� ! HEIGHT. .1_3 • OF CORNER *NOTES ON IN 'T' LOCKS AIND CENTERMA7 my Ir'a AND CENTERMATE ONE AL7 -I•LOCK NAY BE 0 MIED M LIEU OF FRI LOCKS OR FOR ANY SPAN AND ® Q'©+0®O 10•�a 1 ANAnON AT ANY ELEYATON.AL lE LOCK Y BE USED AS AN INSIDE OR 0 LOCK•ATTACIoAENr OF LOCK INCLUDES USING R NO 10+05 of©'� ® _ �TO �FR�O AS SHOWN ON STN HVO,SHEET 9.W WHICH MUST BE © !7� �' O1 CEN//4'0-2(S S AND�W/1/4'f-zo x 1 i/z•L!A'!G S.S.S.THREYIDED BOLT W/7/EI x 3/32' • •©d1©'OO •®°i MAMIUM AMC AI BELOW11pID5PAN.USE OF.o�LOCL NG�S�®L CK MAY BE Top AND B INSTOM�AT��PAN OR 12' ®•®°'�'�°"�•�ap• r s ON HACKtl1d wNN Cr�'frRNYf11S(a� ON s3ONEALTERNATE 10 LOCK 9 MAYBE USED M LIEU OF _TYPICAL :1 HV BLADE SHUTTER ELEVATIONl2Zf OR 12§FOR ANr SPAN AND fp6DLLUMNS AT ANY ELEVATION.ALTERNATE HD LOCIC @ MAY BE USED N.T.S. DE OR OUTM19 LOCK.ATTA MOTT OF HD r,G�TO Q IS W/3#8 x 3/8'F.H.S.SMS.,IN D INCLUDES DAW INSERT ASSHOWN ON SECTIONS HDB-1N�'AND'FjDC_hM SHEM 10.LOCK LAY BE INSTALLED AT OR 12'MAXIMUM BROW OR ABOVE M MAN.USE OF LMM RODS®IS COMPLETELY OPTIMAL F1 OM HUNG CODE(Non High Velocityhurricane Zone' Lljlll °teen •INc B 2D20 EASTERNN ULTAL SUPPLY,INC. `�.�` P�� GrHiEN• �!/�i BM �70 Accordion Shutter System ■SmSmA■ kv aaM#1 WCR bKv VOnavaAOE No.441 - 71WT TESTING &EHMNEERMG COMPANY Am°r1°nn Shutter Syatans oEsr N* Tt LUL1E ur .aE am f z aam sL Rx beta aeons Itc mA asla ABiO°ioROl7. Inc. L 2/2oz0 _ OLD n-LDS LuaE STATED .:(d0r)-Md.tin .Fall:c3aslerl-+571 4268 Westroads Drive 2 �p p .-mm:Ind eom ( „�� west Palm Beach, FL 33407 3 DRAWING No s+'•.OA1Q k'� .ALtm a°0°nN° Jr.P.E. �'''�i`s/OVAL •�'�EAL/SICNATURE/DATE FLe�Dr'#'"t187 a 2�— 64 f SHEET OF 20 tCONCRETE ANCHORS POURED CONCRETE CDC ` � POURED r (SEE DNOR CONCRETE BLOCK CONCRETE- Er13) REQUIRED � + SS.REU�D - CONCRETE ANCHORS SCREWS CONCt$TE ANCHORSfYy..'�?. '�•• (SEE SCHEDULE ON SHEET !/ ,' �,/ .t 17 18 1�1LouNmac®aR % r` ,' Ir (SEE SCHEDULE ON I W/1/4-20 r ,, / , l/% SrEET 7') i <<' /-SHEET 13) I NUTS 0 tr o a ),'` '' (- j"°� -,/,•-z ss r ,- ' r m ED�.% MACHINE SCREINS tRwc 1/4--20 Nms Y Do L.. F' f f - t 'Mar. E.: ED ' It ` -i 91RtOON i.` �: �i I•• + :�OPIIDNAL �' ,, OPTIONAL 1f 1�4LE`47No 1 ' a19m to , I -E.f,I OR ®• I EXISTING AM.SEPARATION TO GLASS T E AOMOD i = " __ -� (SEE SCHEDULE ON SHEET 11)•'•'-- UK SEPARATION TO CLASS I t � G Gl ._._... _.... ..1..... 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OR CO MU E BLOCK L_=-H :. _ CONCRETE ANCHORS OR CONCRETE BUICK WALL�� C I POURED CONCRETE (�SCHEDULE - OHM WALL SILL INSTALLATION OR CONCRETE BLOCK 0 WALL REQUIRED HV WALL SILL INSTALLATION NOTE FOR COA18M.mOLa OF'-TCTION�` � INSTALLATION -SM SET 4 FOR T,IPICAL SHUr,al INSTALLATION DETAILS W/ ASEENSLY E D. EDGE DISTNICE a-nOHurrwc scrEDNs CON sE GaNaDam (SEE SPECRTCATIQ ON SHEEE 13) • f9 r°R 1: HV BLADE W ANT THAT To slbT ANY 1NSU11!/QTON. RORIA BUaWHG CODE on High Velocity Hurricane Zone �v1tIIN�IU IEf 02aan TLLTECO,INC. 02020 EASTERN METAL SUPPLY,IKC- A E��i M � ER A H �• / A■Se s■A■ Accordion Shutter Syystem ND.441 7 - I L EC O allo. M.RAM/1 W/OR W/O KV WMIDW AM Amedcan*: * TILLIT nsnNO Al ENONEERNO COMPANY Asaoetatl Shutter Inc. r OLD T�i m 0�911 4A¢a --qq STA7E O am Nw.34A.st,M.3�WINI fL GNIUM FLORIDA 331 a 1 /2/ PAarq:(3a�k > (3osk>1-1s31 4288 Westroads Drive 2 DRAWING No t R.10 ,u�kAs West Palm Beach. 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" �' - ANCHOR S HAS®@p =, — via, iEO i QLM ----- _ i _MA L ILK -r - ; \. �r eDN.,.' F ATONS OF USE HtrL FOR t MEET.s @OR@oR0OR0@ J V -L.+� A. 0 OR PLAN DETAIL 10 OR �� r -(�-©•O•�O.O- � - COMUEURIED „AL }��j-cep©O-O•�•®- - �.®-®•�,©- END INSTALLATION 0.O.0.0.0•a- ©•O•®-©•O•®- r1 HV BLADE OR 1 HV WINDOW BLADE INTO ® ®•®-®,®-®,® CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 O•Q�-®•®•tD-®-SEND CONNECTION DETAIL© � �r u1 - FLORM BUQDIflG CODE(Non High VelocityHurricane Zone ``\5 ,.wil •• ' 02020 WECO.INC. 02mo EASim MErAL SUPPLY•INC. :t,�,4,; BETA TL1 1 L E C O�N�. A.S■S eAo Accordion Shutter System No.44 675 �� wv BLADE t1 W/CR W/0 KV WNDOW BLADE *° * •fir nLur TESTING do ENGINEERING COMPANY Amedtaan ShuHer 5ysleme 9rssE tme ORAlD1 er: ur '0'. STATE 9s3 MW.3t0A.3L.St.3�VNWA Gi MZU r1OtG1V 331 Aa>loelaHon. Ine. f OLD 17-107 /2 DATE 7/z/1Azo %'Q•, S Phme:(SW�71-1530.fine:(305)LO7-1631 4268 Westroads Drive 2 �.�`'• �ORI P e1�� emu West Palm Beach. FL 33407. 3 DRAWING No ''��q V01VA �E�``�`�SEAL/SIGNATURE/DATE nal=L;-- 1"1e7 a tar 64 e SH1O r OF S(3,EDULE Wf n F 3 SCH nlfi F � MAXIMUM SHUTTER SPAN' "L+• OR 'L-" MAXIMUM SHUiTFR SPAN* •L+" (ft.). FOR INSTALIAT►ONS W/ JAE' UM SHUTTER SPAN*"L+iE'�® dt®or ar OR 9--' (ft) FOR 1- (ft.) INSTALLATIONS411e cccunW/ ONE H.V. LOCK ®or®or or INSTALLATIONS W/ CONCRETE&HD LOCK®W/ NO LOCKING RODS or ONE HV LACK or oar® W/ONE HV LACKS M/WSORT' WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A CAN CENTERMATES®&®W/ ONE HV W/NO LOCKING RODS OR W/NO LOCKING POSITIVE A.S.O.DESIGN PRESSURE RATING• l-:MAX At r MW a SPAN FOR A GIVEN NEGATIVEW/TtllO LOCKING RODS®iOP B S WALL A. 13. C D,E M,N,O, P, O, A.S.O.DESIGN PRESSURE RATING (SEE NOTES i 1t) MOUNTING F, K& L" R, S, &V.BOTTOM SEE NOTES (VALID FOR dO1M11NG® (2)PROCEDURE TO DE EI MINE MAXIMUM SPAN FOR uoxwm CONCRETE&W000 INSIALOHINS CONC,ETE&ROODFTW Siil�! FLOOR/CEWNG G, H, I, 11,J ASM OLq�, .." 7 k4n E MOUNTING g M T. U.W dt X WALL 40UNIINGS(TOP/ROTT04)OR iLOOR/GEEING: WALL MOUIMNG .FLOOR/COIWG rAtsdN,o INSTALLATIONS � - - - - - . 40UHIING_._.. _ - -- _...- __ _. ... _ __ ?NRIVE_AS.D..OESK;r7_PRESSURE RATING"-. `- _. _..-.. _ _ _. --. - - .. _._ _...._ _. ...._ N___. -.._ -F100A/CEtD70 YWNIWO��+/�1NtM HDuwR10 �t OEftAMIVE INOONUM SPAN-L+-FROM SCHEDULE MotnWo GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING• ` -) .-- _.��'•,. DETERMINE MAXIMUM SPAN'L-FROM SCHEDULE OR L IW-0' I6'-0' f 8-0 16'-o Li (Q L- d M�DMUN'SNUITER SPAN t+'OR 1--FOR 3D _ _ 16'-0_'_ te'-0' 1fi'-0- itC-0• IN"AUATi�8RO WOOD S,MLL BE L1M,TED TO FINAL MAXIMUM ALLOWABLE SPAN LS EQUAL TO THE —_ 35 14'-10' 14'-10' 15'-2' 16'-0' 0' 1 -70 75'-2• -j 16'-10' 105 Pst:ASD.DESIGN PRESSURE RATING. MI t11 DETERAONEp SppH gEtWtE1,•L+•AND Y 40.., 13'-10' 13'-10- 14'-2- 15-2" 40 13__M0__13'-70"_' a._._._ -2'�j � __ _13'-4' _ __ 13•-�' 13'_7_ _ Jt 14�_3. (3)PROCEDURE TO OETERAINE MAXIMUM SPAN FOR 5D 12'S' 12'-S' 12'-e' 13'-7' -_ - -- - 1 CORNER L377TEAMATE`J MAY BE USED AT ALL COMBINATIONS IN BETLVEEN WILL MOUNTINGS 'D 12'-S' ,2'-S'- 80 12_-3' 1�13'-1" MOUNTING INSTALLATIONS.LOCKNO SPIWICATIONS W/FLOOR/CEILING MWNLWGS: '-." -_ 11'.-.70�,_t l._10. -12._t:.12•-i l' -- _--'—. ._. -------..)._�__ �` 10' 55 17'-1' 1 11•-17• SHALL BE AS INDICATED ON MANDATORY COMMON/2_....�,.__. 11•-4' 11'-4' 11-7 I2• ,F _.....,60 _...._-.-„_.. NOTE 5, FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE . �.__...__._._.. 60 1I'-4' it'-4' - 6D f0'-2' f0'-i1' SHEET s. 65 10-10' IV-10• 11'-f' 11'-11' -- . RATING:6S 10'-10 _10'-1D' .. 65 B•_S• 10'-1' DETERMINE. 70 10'-8° 10'-6' 10'-8• 11'-S' 70 10'-6' iO•-6' _70 8'-9' 9-4' Lt+-MAX. SPAN FOR WALL MOUNTING UNTING INSIALLMONS. _ ---- --_75 10•-1" f0'-1- 10•-4" 11'-1" Ls+=AMAX.SPAN FOR FLOOR CEILING MOUNITiNO -- f0._1. 7S ...._. ,.----- _HO 9'-f0• 9'-I0' 70' 10:-9- - g-0' ttoa;EPT THAT wiamu4 sHum SPAN'L+•OR INSIALIATIONS. BO 5-IO' 9'-t0' 1---AND MAX WUM A.S.D.DESGG PRESSURE RATING FOR >35 9'-8' 9'-6'_ 8•-9'�--'10-13 85 9,_ _-6• t g•-0` INSTALLATIONS INTO CWLWEIIE OR CDNCWE BLACK FOR A GIVEN NEGATIVE AS.D.DESIGN PRESSURE 9'-5' 70'-I- _ 90 _�_ 9'-3'...i g'-3' SHALL l 11WTED AS FOLLOW RATING: __- 95 8'-D' 8'-9' g•-2• 9•-fa• gg �0•_D• 8'-8• 1- CONNECTIONS TO KEYSTONE MOUNTING DETERMINES g=7•' - LIMITED TO +64;72 P.C.f.AND 8'-0'SPAN. SEE LI-�MAX.SPAN�WALL MOUNTING INSTALLAr10NS --105 _ 8'-7' 7'-1I" 8'-9• 9'-4" ��- - -8•-9' 6•-4- MOUNTING MOON SHEET 7. L2--WX SPAN FOR FWOR/CMJNG MOUNTING --- 105- B.._'7_...j...7�_1I" INSTALLATIONS. - 110 W-4• 7'-7' 8'-Y g._Z. - 110 _. _�-0. ___115 -- 6•-2- 7•-3• 6•-4 6-„_ — ' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO,FE2 T_3tzi' ;1 g_6 SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN'L,+:'LZ+'•LL=AND 2-- __125 1Y5 7'-10 µ 6'-8` (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 T-8' 6'-s' 130- T-6' B'-5' ALLOWABLE SPAN AND NEGALYc AS.D:DESIGN _ t35 7'-T- e'-z 7-B• 7-9• -'Las 7--r 6'-2• WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR ,ao r-s• s-11I 'i`--rsr=- s=-s ASTM E-1996 140 SEPARATION ,Sp 7,_4. -�'-o' 150 TO GLASS ._..y-2. s_,. - -t67 6-.1-Y s-2• i-��.. e._,.- -..��- e _5;_2; 1 7HRU 3 �. 7-0 4` 6'-4' 165'- '-6'-f 0' b•-r 170 6'-8' 1 4'-11' 6'-I1' 8'-2' _ 175 "6'-Y 4'-9' 6'-s' sr-o� 175 I_y 4•_9- - 185_ e'_5'_ —_ 85ISO f BLADE 185 s-3• 4'-3• 6._g. -5-5 "195 6•�: 4:.-- 200 e'-Y W-2• 6-4•.. ..5�-3�.. 2� 8,_2�-4._2� 205 g'-1' 4'-1• a-3' '6'-1'' 205 6_7" I t_7=` i uw (I I py�,� ozo2o m1Eco M COE Non Nigh Velocity Hurricane Zone "on; .. //� ®2020 FA►stERN METAL SUPPLY.INC BERTHA A.S.S.A. HvTM Accordion Shutter System MIL E C O�. . KV BADE#11 W/OR W/o IJV WNODW 8" * HINT TESTING # ENGItfEERING COMPANY Ame dean Shuihr Systems K InaemLMN w,E oRIm1 eM 1Da,AL a STA OF GM MW.rift SL s,..M L nevawOLD 17-107 /2 DOE: 7/2/2020 _•oi �ROgD,m, AasoctaHon, Inc.Ino. ; Pfp,,:(3m)671-1510.Fax:(aos)s71-1a1, 4288 Westrocds Drive 2 �it`•• "c 0 111D ••��` ~"1°CA-0ooa7 West Palm Beach. FL 33407 s DRAWING 20 � o /�F••'•••• �� IMLIM A Ttur .dr.P.E. 4 �'�''//`s/TIN•••• /SIGNATURE/DATE, FLatmL ua/44107 s SHEET aI 9E 20 �XIILUM-w2ur SPACINf`fIn) 7ruFp!n t FORA u>< eel lrtro 1 AS.D_OESi.N NE/'alatt � t1RE Ri71NG AND A CORRFRPONDII'0 16!�IIL:.;G TrPF FOR WKTREM OR WN..REW POURED COMMIL�WN1 NEAR 1SOUNFING 1�Mouk7was1f,c.o uo oa sDxr a pq� _ A WALL HFi1DEF YOUNIING D WALL S!LL MOUMM TAPCON OR (00 W/ 1Y ®ttuL1.!FADER MOUNTING V W/ WALL SILL 01lNIBIa O& VKL HEMER/SILL TAPCON WRH AnvANCED (� ' '�°emmrF RM ._ + ID71r�RrF=eaflt 111Jxn rsdln ttras7; ass f1671t t�D1IS MOUNTING THREADFORM main OLOGY 30 40 60 7S W 120 lW2'O! 90 40 Fi0 75 60 720 1W 105 3D 40 00 79 00 120 7e0 20S b 40 60 75 �20� TB5 3p �gD a ASA�m Nualm pp.SABE Rppp t u ,o_ B e_ ° s e 14 ,z tD e a •e e o u u In a _ i 4o eo 7s 90 t20 tea 20b ALL SOLID-SET 3•LES 1• 12-f0 -0_,8., 8 s s 14 12 10 p!8 a e 6 ti t7' 10 9 a a" a- s 14 12 f01 e 8 "8'e r 6 74 f2 70 9 e 6 a e�9 E _ BLUE TAP s ii"To e e a a ° u 12 to f4 1z to p a a's"a-1T i2 10• fi e'e a -e a ,z 'to p a e'e` a u tz tD ° ° a e - u fi fo 's-leTe 'e 's-' a -e eta a °I e i is 72 fort a�a e 4 u f2 fo e e s e u to tD a e ° a e _u t2 to ale 7 - - 7• I2 fo ale s ss _ a e f e ° ° 7 1 as 4 a'-0• tt is fo•e I e a s 4-'is-12 m a' a a�s"s` 14 1T r lD a e a e e 1s'ix'Yo e e e u,--14 Iz 'tD a,,a�e` e e e e,..a _e I e._e--a.-e 14 t2' 1C '9 a-I6' s-• t4 fx t0 9 e -e'6 -E'�4' f4 to 9 ° I'e e e is lY to 9 'e I+° =I- li 2 is 9 'e a- e' °e e e 6'-a fib s uz 1D a s a 4s - u u lD e e a a u a Iz to e e e e e 1• 12 �a a 7s -1-I- a 1z ,o _e__aslas -r- e e e a_7b ze s$.-0• 144_12 7D 9 T8�8__4;5_' t� 12.10 B _a a 0 1JS 14 12 10 9 e7__ - - f4 f2 10 9_ 0 8 B I- ° 'e' e 8 I B a !8 f1 12 10 !) a e.9 - - 14 11 f0B' e a 4S1- 14_f2 10 B 8 e�fi 5- p tZ 10 Y D J ="1- 14112 10�9 e T * SEE ANCHOR u i2 10 o e f B +4 - u I f2 m I o a I s a hd i4 ti 10 a e 1 e e s fi tz fo s ° .-T-- - u 12 7o s a is = ss 1 4 `SPECIFICA110NS u Iz to s a ss J � ^�� - ON SHEET 13 _ - t•-1 t=_to ® e e 4s - t4 Iz m a °(a e_ 5 to 11 e.6 7s 4 _ i�12 c,0 9 B 95�- - I4 12 9S 7S tS ss - 0 &;e 7S 8S 14S 75 - g•_p- =_ fa fz lD y-j'e i e'e s _u a to p�• - - fa fa 70,9�e" a 4_- e�"b a'"e' 6 Slats a is 74 12�-1f--0 9 6 J = 14 1Y 10 9 a- 8' - - 7• f2 JS 74�14 �- u 'u l yy' eta e l a13 1'e l as -- 1Tf2 Yo a _° _a'.s 1- a t2 to p !e =1- = tai fo'_a_ 7•_0 14 12 10 p •S'__t-- -_ _ —�`. — #- 1=i _ 11 10 9 0 4_;- - 14 12 70 B 1 E 7 14 1- 1�IZ 14 iD Jb - --- -- - 12 10 8 a6 r_ _ _ B a l'°•BL0.9 d"�JS - 14 12 10 8 IB;S T4 11_f0 9 _° 45•- 14 112 1G 8 5 FYI- 14 12 10 7 �" "• 11 71 7 SS Jg - 1 _ a 9��jj 7 53 lb JS B•-0' �__ .- - (( _1-..._ �- 8 a�0 8 8 7b� 7 4 14_I f2 10 b:b131-.f-r- 14 11 10 B�ie - t--' - _ 14 ,2 I lD 9 "e-49I= u fz ab s,- 14 u,iu`i 4 _ 4f SEE UM ATIONS OF USE FOR isI"ta to a s(= ,-t_ Tfz to1ie 4 '=i`isllz a ete 7 se 4 s - u -- ts iz'io'r a eJ - _- — — - - 74 f2 8b 4 i- - -_- 14.1�I0 9 _•.e -_ - _- t• 71 10 9 7S_ f4 - _- _- _- _ pS 4 i 14 f1 p3 73 45 a ITS 4A !! ___ 14 7� 1•ef21f0 e • -I- - 14 12 70 2. 7�1-i= 14 12f0 9 e •" `- 14 - - - - _ e a a GLADE�A ON SHEET 19 14 12,BS,I,b-JS -!_" tt f7 l0 e_Sb - 1• 12 ta!9 a i- 1S'83f _ 111i /• 12 89 8 3e i- - 14 12 10 2 -j - I- 1- 1b RS,a _ 14,] 10•-0' _ _— j.-_—_—_ - - - 14 t1 ,o_Te e 'T--„fir� i . u fz y s- 7-i---- - - 14 11,10 73 b fLL 1.'.-.--• t: I - 1- -—---- .--.._a tm 7 r u lz to s I s :-a- u,tx fo'e 1 e 1-1-t- fa 14 12110 �- I 112 10•'---"" --"�-- —i— - — _ - •PS 8 a 1-_ - 8 1751 6 3 -I'_'" 1•-D� 14l72 4 - •_,� _ I_!- - 1�72 b-'_ - ff 7 _ -_.1 ------•_l.T (=1- u 112 1 1— ` 1,-� 112��O i - - __ a e e'1 f4 12 SS - -I- f41121f01-T--i-�-i- 74 i12;f0 -1-'f-f'_r- 2S°-'`1---__- - _ _ 0S'al- 14 72 SS - I-1- - 1 - _- f4 12',O - 12•-0. 74:1122 1 /S 1--.L'_ 9a •-1- ---•I4�121f0,- 1- - - IQ _ _ AT 14 tz s I- :- • -- -- i4i 12 1I to'�---'•-.._ _J.- 74 12 - !-r- i_ _ _ -_�_ - - __I- t4 i- 13 S.9 - -'--"-"t"- ,3•-a-1 '.-t�-1:=__ f;z =1-= _=_„ ,Z i=.=�i_-_r ;_-- - ,: _'' =f=i-_ �_t_•-..t__!- - B as s3 I- !1_; HV BLADE OR rl HV BLADE 14•-0• � _,- _ _ _ 14 12 r-_'=. T— -_ 114114 ,2 1• 2 uI2 1- 41122.11=- j- 09`5 a5J5..1'-- �.--I=-- -_�--_I--- O05S 6a.l.(--__.-ifI=_-- '=---}i=-=_l-=__l== ea ee• e'ue i'eu{! '�{= t= W/ 1A) HV WINDOW BLADE _ Li -—tom---u 9 '- _ _ 14 Iz - _ - .- _a 7 i_- _ 1� 12 I_= --r=- _ _...�.._-.._._ ,D 7b - _ _ _I-_--.....e 7S_a : J _ - WORKING IN UNISON - _ --- 14 - - - - - - _ - - - - - 105 --� - __ .4.V- - - It 15•-0'14 1- - 14 - _-i._.i-.-. H - 7• 1- fi 1 - - - �. ;� _ _ 14 14 r- �'a-7 14 -"�-. - _ _ - _- - __ _- 14 =_ - -l- - i4. ._ _14 - '- '- - i1 ! ZA .... - - I- - 14 -'r- _ - _ _ - _ - - - - - !.8 a 791 B - i - 1 ss i 1 is—� ��NG CODE(Mon High Velocity Hurricane Zone ...... d!U M. �' �'/ 6LD1D 10.TEW,IXC (92020 E451M MEFAL SUPPLY. INC �cEiu G BERTHA L1 r7 TM No.441 "_-- C® ��. ®�©�m�a Accordion Shutter System .- RX MADE#1 W/OR W/0 IJV.WIDDOW 11.40E TN.LR TESTING Q ENGINEERING cOMPANY ,American ShUffer Syatema rn3faaP1loa ItArE oBala�: r1r St.M t7aeDf t'iJW=Fwm MIG Aaaoalafian. Inc. t c1D 17-107 /2/2M MCM 7/2/2020 (305)571-1970.Fml:(3 A71-ib31 4268 Westroods Drive 2 i �t`'•., CORI c1. •-"n'f°3•�am,n West Polm Beach, FL 33407 J DRAWING No c U20-164 /SIGNATURE/DATE CR r-0,tr. 7 a tta2al ft 4a,a7 a ° 12 OF 20 SPECIFICATIONS ON ANCHOR REQUNREMEM-POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE saw"=G a a N at S EIG!a 7) -� � 1.ANCHORS 70 SUBSTRATE SHALL CS AS FOLU)ft 1�® �OIC POURED eaci [ WALL SILL MOUNTING O (A) TO EXISTING POURED.CoNctwe Oftfe.3 50) C7UNG MOUNTING (�H FMOR MOUNTING -1/4•0 TAPCON OR TAPCON WITH AODOICED THREIDFOAY TECHNOL( Y ANCHORS;AS MANUFACTURED 6Y LTWL B=DEX(FGn•fc�3 ImQ OU �A9/E - _ ImOvIE RmG -1/4Y x 3/4'ALL PORTS SOIID�T ARM S,AS O6IRG%HED BY ALL POINTS SCREW,BOLT a SPECIALTY CON►INY.(IQn Po-3 bi)3D 4D GO 79 W 120 1@O ffis JO 4D W 7e GO 720 IED JO 40 60.79 !0 120 160 TMCON OR -1/4'►BLUE TAP CoNaWE ANCHORS W CAP AS WUMIFA47UlaD BY FLrOM FIGMIA S UREIC. NC.(HEa•f0.2 W) 4 12 i t e e ss 14 12 70- 9 e a a { 1 P -1/4Y TRAPPER+ANC1lOS AS MAteIFACR1REp BY CFNALT.ANC..AND IJIED gr µ1 ppNiy SCIE9 BCI.T a SPECIALTY COAPMY OR , 3•-0' 14 72 10 B e B s E /1 12 f0 p e e O 6 14 is fO 9 a 9 s B ORaR UCBIsm AUi1n1Z2ED RECSik7ED M THE ANERRi1N SINFTTER SYSTEMS ASSOCUTICK INM(Aft re.3 Mm) PONES SOLD-SET pp1q; f{ t2 to 9 e e e 7 14 12 io ® e"e "e a I4 f2 1D ! a ate a BLUE TAP e/CAP _ A.1)EIEUINN EMBEDMENT OW paWRD CDWHM OF TAPaON CR iAPcoN WOx ADVANCED nmEADFmtMs TECHNOLOGY ANCHORS AND TAPPER+ u >Z t0 e e 7 38 3a 14 12 t0 9 e e e 6 14 12 1D ! a e e a UPPER+ ANCHORS IS 1 3/4.AND FOR 91E TAP W/CAP ANCNC6 s 1 t/2'. 4•-0' t4 1T f5 ! '8 -'a _B -0 14 t2 70 D e e e e U 12 10 9 a -B a Sb 7 3a ._.. _. ..._._.... .__._. - - /4'0-Y3/$.ALL.POBFIS..S�- A _...- _ _ ___. - A2)Y@tlMUY EYBEDLQNr OF 1 SFNlE.BE 7/e•NTO 7FE POURED CONCRETE NO EMBEDMENT 14 12 1D 0 a a ! 4.e 14 12 10 9 e a a O.S 14 tZ f0 e e e e 43 Wt0 SIIMCO SHA L BE PERMfTIE%1/4 f-2O SS.NACHNE SCREW USED SHAD.BE 1 1/2'LONG 19NMU M SHOULD SAMIN OW.AND t4 72 10 0 73 es 3.7 - 14 t2 la I a e_ a M 9 1{ 12 10 ! a 7 35 4 OSEE OF t!g IDA 1•UMMBN FOR WAALS WIIH NO SIUCCa ram•-0. f{ 12 10 0 a 0 t _6 t4 12 10 O-6 B e 85 14 12 10 9 e n e 43 iW a�f9 N t2 1O Y- a 7 4 = is 12 10 0 0 e s 0 3A 74 I2 10 a ea 5 3.9 3 )INCASE T++AT PRFCJLST 74 72 lote STONE.PRECAST CONCRETE PANELS PRWM OR ANY VENEER BE FOUND ON THE DOM WALL OR FLOOR, B Mai a3 - 14 12 f0!Y e B 9 43 74 72 10 9 e ! 43 a- ANCHORS SHALL BE LONG ENNOUII TO WM THE YADI SW--RE BEHIND SAID BAT.FINISHES•ANCHORAGE SHALL BE AS NgG7ED ON 14 H2 LS 7a d, 45 I- is 72 10 e e 73 S7 4 14 12 t0 e a e 43 3.5 NOTES AL1)e:A2)ABOVE FOR 9SIXUARONS am VRHYL SM=OR EFS WNH OR INTI=WLLK SEWS CONSULT THIS E7U7 ffQt FDR 6•-0• 14 12 10 9 a e e i4 72 10 9 8 0 6 _5 14 12 f0'9 a 63 6 1 5 WLRN N WS W per•ST S SHEET 2D. 74 12 10 9 73 3S- 14l f2 10 L9 7 !'J 4 14 14 E tv!d 4 J f_- - (a) TO ousaw CONCRETE M=(ASM 0-9m 14 t2 1D 9 A e - - 14 t2 10 D e LS a tT 12 10 a3 e 5 I - - -J 1/4 0 TAPCOM OR TAPCON WRH ADIOUCED npEADFOWA TECHNOLOGY ANCH(W,AS MANUFACTURED ar LT.W Mom. m 74�72 8 n5 SS 3_ - - t{ t2 t0 8- n 83 48 35 is 72 /0 a 7 5 as - 1/4%x Me ALL POINTS SOLD-.SET ANCHORS,AS WsHmUIED B/ALL powm scEg BOLT Q SPECMLHY MANY. 7•-0' 14•M 10 9 a 8 - = 14 tY f0�R e 7 D 4 t{ 12 f0 a 73 G9 4 3 - 1/410 NLIE TAP CONCRETE A40M W/CAP AS MANUFACTURED BY FLORIDA FASIENERS OMM.NC. 14 12 f0 0� 7 4. _ - 14 12 0 73 E 43 3L5 t4 10:6 7 6.9 4d 35 - - - 1/410 TAPPER+ANCHORS AS WUNUFTICNRED 6Y DLVFALT.INC.•AND D1SIIt®UIED BY ALL POINTS SLEW,BOLT&SPECALTY COWANY OR ANY U 1Y 10 67 7 1 •` - f� f2 1G '9 7-3 tL! 14 12 @ 7 7A 45 1- - OTHER APPROVED LICENSED aR AWHO6E)VEPDDR IEGISIE 6 WTH THE AM ERICAN SHI/TTHR SYSOALS ASSOCG710N,NR 14 Il 7 a5 43 10 0 73 Sa 4 - 14 12 • 7 a {8{J — t4 12 10 @ a 14 72 10 0 68 8>, - NOTES: 2a!L6 e 9'4 3 - - B-1)MINGIUY EMBEDMENT'INTO Cma=BIER OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+.ANCHORS S 1 I/4•AND TAPCON 74 12 a _e 115E 4 1_ _ WRFC ADVANCED IWRFIMRY TF21He10CY ANCHORS S it 12 f0 a IS e - - RA)MBONUN EMBEDMENT OF 1/4b x3/4'ALL POEMS SOLD-SEr ANCHORS SHALL 8E ENNptEY EMBEDDED D8p THE CONCRETE aLOCNL NO 12 Ill ! {31- 12 e3 7 9S {4 17 7 3533 �= tf a S8 4a 18 - - El9�INTO S UCCO SHALL E PERMITTED.1/4'0-20 SS MACHINE SCREW t SWILLBE11/2•LONG MlPn�UM SHOULD STUCCO14 12 e5 7 )4 = 14 1 7 S9 a 4e - - 'HOST.AND I'MINDED FOUR WALLS WNN NO snucca. 4112 @ 7 0 4a 14 71 7 63 43 Ja - 1a'-0' 14 t2, f0 E,8_e S /4 _41 A 4 - - CONCRETEEPN PAVES OR ANY VENEER BE FOUND ON WE EXISTING WALL OR FLOOR _�[� - a.S)N CASE THAT PRECAST STONE PRECAST 74 I 7 9"33 L 13 n- La! _4 a.-�- 10 7.5 9- 4 7 3 _ _ _ ANCHORS SHALL BE lOW3 ENOUGH TO REACH SOaNCReEg aFJO,D SAID WALL FpAypS,AryptppkE SIDE BE AS O�L'ATED ON 14 113 9 Q S!4 - - 126 0.e 6 8•i-4 4 = WR6 B.1)h 8.2)ABOVE FOR DSENIAWNS CI VDM SNONG OR FRS WRH,OR WNW METAL SBGS OONSULT 7IGS ENONEER. +-f4- njs a ea 851 4 - - I3 f0 eSFOR PbTALLARDN URO En tell METAL SUDS SEE SHEET 2a 8 r T"�6-4A - - 14 105'7 4.8&5 _8 45`4 3 - - 9 7 43 JS (C) ANCHOS SHA L BE MILLED FOLLOW ALL OF THE FECDATE:DAROtS AND SpE CW CATDt6 OF THEANCHORSMANUFACIUML 7 ab 4a - - - 1b 6518E (0) SEE SCHEDULE BEAM MR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. Ds 7 to -i-{'- _ - 14 i1J17A)e s - _)- 12 9HB 4s 4 __ f1 12 ID 13 10te.3 5 4 _ 17-0' Lj(t _ 14 12 B eS r„3 J _ PA crJlenu a3 tL7 45 - -_..' _ - y=�= - --.-- EDGE DISTANG Rc c R BFE 4 J3 `(-- 8 6 4 3 F FOR A,d.ORS _ -1 NA70EIIW ANCHOR SPACxN.S ARE VALD FOR EDGE OWNC6 UM C90 09DM FOR E 0.LESS THAN THE OEICATED,REOICE ANCHOR SPAONG 0 Le __ _ - 14 IDS 7 65 48j - 71 85 e8 4.6 J5 _ _ BY YULIi LYING SPACNC SHONtI---ULE IW THE FOLLOVINO FIICNaRS 14 12 - _ EffDLFCEO SPRING OBrANfD USNIG FACROR SNARL NOT BE IESS HNAN NINDBp1 spACN@ NO1haE0 FOR EACH ANCHOR HYPE 10 7E 6 4 J I- - 7S eis 4 3 - 2a - - - -___ .. - - - FACTOR ACTIM u`I! s 43 4 i- - - 0s 7 5 4 - _I_ EDGE TAPCON TAPCON WON ADVANCED ALL POW SOLD SET TAPPQt+ 7.5 e 4 - TLOENiFORY 7E1 420LpGy BLUE TAP W/GP 14'-0' - = _=__ -1 14 ae 7 9b`=N-!= 17 eb S!i3 - - - - ' V R Dt SCE MIN.SPACING. Yt1 SPACDD.3• W SPACING-J 1/2' YN.SPAL7NG.3• 7 3/4' 4' - 1a �A� WNNCREIE H.OGfa POIRD O21M EDDgTE MUOIX R P01l(w a L.N. I D e HV DOW LPL .Y LEtI ER•J 1/t let En•2 1/7 CONC$Te maRHI CONCRETE BLOCK �aoaa�E oolow anct 15•-0•9'f- - .- - - 33 10 LS - - -- - E 9 _ _ - - to FA•J 1 IML FJ1•Y EII•3 I/! EEL•2 IN _ _.. - - = - - - - MADE WORKING 3 +-� aWo 1.0 fo -.. _ I= - =�3 ea s - - _ - era e : - - - - - IN UNION♦ 2 1/x _ _ am 1.0 -- _ - - _• 1.0 _ 2.. -_.__..__- _... _.. .. - _ is _ ._,_ h _.._..2'S@.5 a"._ __ ._.__: - - _ _ -_.__._- 06 e __- Mgtod3 - - - - @� e`_ _ _ _ _ 'e..a •_i= - - Dss _ _ _ - N R R MBW-DING CODE on igh eloci unicane Eno, ````gyp 67C O �� No.0 A, 02120 7L7E CO,Na -02020 E43FM METAL.SUPPLY.INC. '' 'v. RT A HVTNA s�: F" - 1 L E Accordion Shutter System g 44 ~a• �A/�■ KY. BADE 11 W/OR W/0 KV.W DDW BANE TILL TESTING t E7IGINEEHTNG COMPANY American Shulhr .7�7,}eFFis 01=W= exit R4A)N el: ALP;� STATE F r Ham HA.Uta SL.SRm 3@L ULOMI GAf�Fioe"33, Asaoclallon. Inc. t OLD 17-107 DOE r a ("WI-1830.In:(3a5)e77-IS31 4268 Westroods Drive 2 s[OR •- 10 West Palm Beach. FL 33407 J ''•,,,sSjpNA .�_.rl.T WAM A TUN Jr.P.E 4 DRAWING No 20-164 ��AhpM R1@I��EAL/SIGNATURE/DATE Fl°Rw u`[♦µ'GM a e 3 OF AAA DESIGN NBEGe11VE PR Mmaim ANCHM SPACING` TTn) C&ME P FOR A G16 1 �x cl.frrco ce� TING AND A CORRFCa=No Ii1.0Uh 3VPF FOR (:D Cg rr rf. C.�16ti Acre pl nay naaru f wrlm� (SM V6iW5W 6 J,K e:L ON SW 7) potmD COt4MIlt POUND t OVER e n 111ENaf WON ANCM SPACING: 1Ecam �rN IGME 6H .. O RD NRNG ®WALL/FLOOR IIOUNDNG ©WAII,/WA{X am YOmma (� iESDN I®:®'E flt R9e0 Bf9QI eB:VlYE r 9OE f0078 lai1 IECAIIc[ iEVCn -'p!F=— HiMMM I= TAPCON OR 30 40 7s Bo 120 te012m a0 40 66 iS I eb iz0 100 2es 30140 60 7sf4 la f i s e z 1 lz 1Z 1z 19 Ds f0'172 Io 2& 40 TAPCON WITH ADVNCED 0 s ta THREADFORl TECHNOLOGY 3'-0� 14 fi'i0'`8` C' it a e 12 12 1a'112 1Z f2 N3 7 7 7 7 7 7 7 7 a '6 _9' S-1 e e s 5 ALL POINTS SOLID-SET 'R 1< 12 f0e a e_ B_ 8. 14 12`72 12 0'6 B'8 49 7 7 717 7 7 7 aS 3 e'ts' s s"e".n5 BLUE TAP 14 12 70 9 a D B 6' 12 t2 12 12 1I2 f0 79 a 7 7' 7 7 i 7 7 i .a 8 6 8 B 9 5 I B 14 12 /0 9 a e 6 D f2 12 IT 12 I/9ie3 es S 7 7 7 7 7 7 ISs 4 .e. ,D D_ 3 b D B 4 TAPPf74+ 14 12 70-0 e a ,e b 12 ll_12 72 12108 7 5.5 7 7 7 7� 7' 7 7�7 14- - - e a 8 D-7a-1212-sia 8—I'8 4Bss `7 7 7 7 7 es 14 12 10 I e'a"' a 6' a IZ fZ 12 1S 10 73.a 89 4 7 7 7 7 7' 7 7 ae 9 D b 9 e S a e 1{ 12 70 9 e p D p 1Z 12 1a 11 9 7 3 ,• 7 7 7 7 7 5.S 4 3 a l e 9 3 5 5 4 3 W-0- 14 12 10 B e E 8 ,0 t2`12 12 1Z IO f7b 98 4 7 7 7_' 7 7 7 �7 7' S tD 9t 0' 6 15 8 3 8� 14 11 10 o12 e.5 79 1�11 fa D 8 a 8 1 8 IZ 72 3 4 1f�17. 10�B e D e e iz)12 1s B 79 59 a 18 7 (7 7 7 7 4s se s s a D 1 6 ss ss - [�: EE ANCHOR isI{2to_Be e a e_ �2 12 u 1o'f e_'i`e_as-ia5 '7' 7 i T i _' _ __ ' NS1411a�i0 B e e 0 8 12 12 Bi 8 g 4 }}S-- 7 7(7 7 7 SS 4 S 6' - 8 6 4 3 SHEET 13 1{ 12 110 8 fi 8 B 0 I7LTS•- 7` 19 - 14 12`10 B 1 e p a e 1Z 12 tO 1 e 68 a J.0 - 7 7 7 a9 59!4 _ 1_ s 1 s s 3 5 s 3 14 14 i"io s r e"e e e" 1z iz 12 as i' e.`s..s_i..'if..14 12 10 8 6 9 6 D'72 IO ID9 9 4a ] - 7 1 7 7 ! 14 112 a 1Z 12 8.9 r7"6,5"4 I.M. i P i 7 7 •e 1 - s s s I s s' 'a' 4'+_' 0 VAUD ONLY FOR UP TO +70, -75 74 to 10 9• e e 6 - I2 12 ab 7 55 4 3 - 7 1 7 7 39 1 3 - s s a 3 as 33 - i- B,_D. 14 1z m s e e s - fz fs 03 7s s 9 3a - 7 7 i'((7 7 i L 7 { s '3" s` ff'_a` a s PSF AS.D DESIGN PRESSURE 14_112 io` e e e t _ u B e u s" 7 7 7 5.3 -�-t _ a p i a s` 4 s - RATING k FOR SPANS PER 14 112 E`e`7- /2 11 79 T E 6'a7S='f-' 7 7 1 7 7s a ,sb 9— S s s s 1 s 4s - SCHEDULE#3, SHEET 11 14 12 10 9 7 0 I O 12 019 7b 6 s 115 7 7 G9 S 4 t- e 9 9 3 14.L u 70 8 '®tt-'®®_ -R- 17 1Z 89 e9 S.5 i4 J 7 7 7 7 7 7 16 3 e S 9 S 16 'B 6 6 71123" U 12 70 1 9 e e 11 1Z 70 1 0 8 E t B 49 J_8 _ - - 10'-0 7�112 70 0 0 E L 1Z 1158 8 6' SS(=_ 7 7 7 7 7 7 �.9 - 5 S 3 6 D 'a a i49 14,12.10 0 ill a'I- - f3.3 714.5 __ -_- - --i-._ 1�(•12 10 r,i.B..8_r'=-72 0 4e 8 4- .._t.-. 5 S Ie S 43I- -�_ r7 - I41! 2 tO y�e le . 7 7 3 4 31 12 10!7 99 49 i39 I - -,--L- 7 7 �- 7 7 f 7 391=t�12 sa s'F-e a _ asTes'i3.s 3- i "L9� I- 14ift 451- 6 5 9 8 �b =i- 1 I Hv BLADE ONLY 14.12 20:8 8 - -i-_ 1948534959 - 1- 1- 7 7 a9 'S 17 7 1 7' 7 0-�3 S 5 8 3 b l e4J 38 �ss1i� _ i_1{ 11 1 8 D._ S_ 7 - .1412 f0 9 e - - 75 D.aT0 4.73•4 7'-I 13'-0 11 L12 tp p e ((��- - -_ 7 135 3 _t-'-� i 7 t-7-- All1 -I 5 6 19.38 11 rIZ 10 Y 1l�I-(- - ft l7�t4:1 7S - _ - I- ).. 7'13 4 3 _ - `g..(S..`gI 31 19 7Z f0 B - -1- - 10 79 7 7 133 43.- - -"I- S I g'f a�{9 - 7 4-01i�12 IO 8 u7 -14 '-=_ 11 7 �''3•-._,.= F- B 1 - 8 !S 3a - 14 12 10 1_. _ ._.__ ...,D.d )4.0].•! 3 -_2.` - 7 aS 7.8 --t--.-.__... - - _ 16'-0�1� 7 1- 0 S 6 S 6 4S 78 112 to iS 48 aS - ! -,�uyj1w��('(t w tt� FWRIDA BUQ.01110 CODE Non Nigh VelocityHurricane Zone; �G:; ... 0=71L7EC0.INC 02020 EASTERN METAL SUPPLY,INC. a�� ''ucEN F r1�9''s BERTHA HMTN No.a4 �-� E of O,n.. A.S.S � Accordion Shutter System * e o FLv ISLE/T w/0R W/O H.v wrtoow BLaDE TIWT TESTING& ENGINEERING COMPANY American ShutFer Systems K —omsemom DwIE cum W uv ='o STATE F •M Kv.-a 51,m 783,wcBuw B+eo111s nozea s3i8 AeDoeloHon. Inc. 1 OLD 17-107 ouE 7 Z 2=0 Q, F� 1 ml•:(306071-1330.F9•:(3"871-1531 4268 Westroods Drive q��((S ORI ��. • aeouoo"oD71e°o1o9m West Palm Beach, FL 33407 s DRAWING No '''/i`S'TNNAL N.�``� WAM A nUIT Jr.RE 4 20-164 '/arnf a SFA/SIGNATURE/DATE nZRWA U" f 44167 s a SF(;Ef G IWAXI)IIU•11 AS D DM MAX.ESxGN PRATING {NErAME p.�.f) A mRRESPOR IN L A1<T�n 2 eti.?,b'R /3P . rt�1 cruG171 n r cYtta . (SEE NODNmR>v ON WGE7s tea 17). • . u Bs-rr�,��-E SOUTHERN PINE No. 2 W/ION. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2'MIN. CDX 2 W W& SPRUCE PINE � � �UGWS FIR W/ MIN.G=050 W/MIN. G=0.'13. W/MW. G=0.36 PLYWOOD p FIR NORTH FIR SOUTH WALL MOUNTINGS CEILING MOUNT-T cod W/MW. Cr•G43 W MIN.G�.38 Bs R -- FLOOR 6(OUN(INGS W� �mNm CELWG NOUNC T . WALL MOUNRNGS .CEIVNG MOUNC T.. _ X --- .__M._N._0_&.R. ..FLOOR�YO&UIXINGS__- .p(.-N,-O&-R- -FLOOR-MOUNTINGS--WALL_MOUNRNGS:_ B.O:WAU,N0i1NTeIGB B.O.-WALL-MOIINRRGS &0.-ViRM-MOUNTINCS W&X P&0 S&V S&V S&V Cn®ttoaER�atooc(� �tB�I�t10W1jIj ®11�W[A®Rlf0i6d 50111QI�116Wi3�(1/1 --•---_.__._.._._�� _._.._._..._.__...,._.__...__..__.__.._._,____.. ...__ _ _ amteaaEflt7Dceeeegdi f®1m1Et11s se(pp x®t�EnesW sayll ao�ls�w®Irs9(pl 010®i1�0E1tOC� '115of1Bi lf®RpC�tQ 30 40�6D 75 90 OS !0 60 5 90 05 JO !0 80 75 90 OS 70 40 60 75 9D OS 30 40 60 75 90 OS JO 40 60 S 90 OS 30 40 60 5 90 lS 70 40 60 75 90 OS 30 !0 BO 75 90 OS 70 40 W 75 90 OS '-0'Bi 12 t10 10 9 B B B 6 6 B 8 8 12 f0 10 8 8 8 6 6 fi 8 8 6 12 70 f0 8 8 8 8 8 8 8 8 8 B 5 4 4 4 3 12 12 12 12 12 12 12 72 72 12 IT 12 IZ 12 12 72 112 12 4'-0' 12 10 10 9 8 8 8 6 6 16 6 8 12 f0 70 9 8 e 8 8 8 6 8 8 12 10 10 8 8 8 8 8 6 8 6 6 8 5 4 4-4 3 12 f2 12 12 12 f2 12 12 12 12 12 12 12 12 12 12!12 12 _ •_0• 12 10110 9 8 8 6 6 6 8� 8 5.5 12 1070 8 B 8 8 8 6 8 B 5 12 70 f08 7 B 6 6 6 6 S 13 S 14 4 4 3 12 12 12 72 12 12 1272 f2 jp t2 f2 12 72 12 12 112 0 8'-0' 12 f0 1 f0 9 8 BS 6 6 8 8 SS 45 12 10 10 9� e 5 B 6 6 5 5 45 fz 70'10 9 8 3 8 8 8 6 5 4S 8 S i 4 4 S - 12 12 12 12 12 12 ti 12 12•12 12 12 12 t2 72 12 110 85 Y-0' 12 10 10 9 6S 4 8 6 6 4S 4 1Z 10 10 9 5 3 8 B 8 S ! SS f2 10 10 7 75 - B B 8 5 4 35 8 5 4 4 - - 12 12 12 12 12 12 t2 12 12 12 f12 0. f2 12 12 2 lia 7S 8 5 S i 3 8 S 4 -_-- - 12 12 12 12 12 12 t2 12 12 72 11 9S 14 12 B1.S 9 17.5 3 _9'-0' 12 70 f0 5 3S - 8 8 S.S S J f2 f0 B 4 - - 8 8 4S 4 J 3 12 10 4 3 8 8 4.S 4 J 312I 0. f2 I2 12 IlSi9S 8.3 12 12 10 8 8.S 12 1a 3 - - 8-g 4 S J - 8 5 J- 12 12 12 12 13�12 12 12 i CBS 7S 12 12 1 7 e S 4 8 S _ - 12'-0' 12 10 4S- - 8 8 4 - 12 10 - -'- 8 5 3.S- - -�_--- - -1� 12 12 12 12 f0 &5 12 12 12 61 8 17 12 12 8 5.5 _t=_ - 12 10 - - - - 6 5 33- - 8 S_' 1- -1- 12 12 12 1 9S a ,t i2 it 8S 7• 8 12 1S 7S e 5 4 fi 8 - - - 1- 12,f0 - - -I- 6 14S - - - - 12 S _-_t- _ 6 WS - 6 _ 12 72 12 1 65 7S ]2 112 if) 8 8S S.S 12 0. 7 i5.5 4S_ 4 14'-D' 72 to - - - - fi 55 - - - - 12•7 - - - _- .5 4S - __�_ - 12 7 -�- - - S 4S -1 -72 72 12 9S 8 6 t2 12 8S 7S 8 5a 12 9S 83 9 3 8 - 16'-0' Id � HV BLADE OR �)' HV BLADE W/ tl'A HV WINDOW BLADE WORKING IN UNISON® .swurm FOR ®Ax: 9N�19 t NOTES ON ANCHORS REQUIREMENTS: WDOD SUBSTRATm 1.AY==TO WALL.FLOOR OR SOf1D 00 SOM WW1.BE AS RILOM 3.SUBSMM WALL CORM OF THE FOLLO 6- -1/4`0 VF=AM=AS NANUFA=RM er L1:W.MWEK W/mmum aq�WW AS, WW AT -DO F W/p.o o/p"M� F7tCFP1 WCOONE�wor z et DEM ioz t7 -SPRUCE PW FIR UMN W/c-o a OLM) -MCE PINE AR SLAIN W/O aW(fl") 2.ANI3100 10 HOLLOW CMXG SHALL,E AS PEA NOw=a 71PE IL SHEET 17 AND SNAIL CWW,OF 'M 1/Z'COX PLY0000(1980 API) LAD SUM AS PER NOS 2010 SPECIRGTIONS A I1NCHp1g AVm FOLLpl M ALL OF 7n RMD101IX gm Amo spEcmrM OF 7HE IBNJ G CODE Hon Hi h Velocity Hurricane Zone `�yr�� l T!U ozozo TILTEOD tIIC. ` ��'', m Z020 FAS7ERN YETAL SUPPLY,010. if :-- oc 7• _ /11LTEC o i,N�, A.Sw S.A. K�Accordion BERTHA tt System N American Shutter Systems MADE I1 W/ jb KV,tR WN WADE *. it :tea 7UM TESTING a ENGINEERING COMPANY tlQtl fp(ION Eu1E a tav gIATE F /�/ ,, 6m NM gym.W BA.30.VW=94810M FLOM SLt Aaeocl08on. Inc. I OLD 17-107 tuTE 7/2/20W �A•, j L�f W Pb"7(JO'�tWI-1570.Fm;(JD3WI-1331 4268 WeSVood6 Drive 2 O,c�.�(pR Q•'�\.�� '-invO�-0PD West Palm Beach, FL 33407 3 DRAWING No ,sS/aN 1Ca��EAL/SIGNATURE/DATE '1°WAL��0~ufi j sifei 6 SHEET 164 eis OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & Q HV BLADES AS APPLICABLE + 0 .-WALL RNSH S — 0 H ID TO .105.0 sf. A.S.D. DOSIGN PRESSUREI S 19 F A PAN .�— ;—V4�0 T"�ON OR .S . DE P SSU E T 0 AL TIO LAD do 0 G I UNISON i;^%� APCON WnnE ADVANCED THREAOFORN TECHNOLOGY I W/1 1/2-Ia_PENETRATION �..,,�' 1/4 P TAN OR ' 1-- --- NI f OF iHREAOm AREA TO I IiAPCON WRN ADVANCED THRFAMRM TECHNOLOGY j t EX311NG WOOD HEADER.. -f~ "� r^Y16 D 1HEA�R. 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L"L�TAUATIONS INTO WOOD WITH HV -EKDE 1 PLY WAIL HN6H S T 5 9f .S DE G SS R S M AX OR A LOAD N N W B D 0 K N UN O .! _� TAPOON YWiH ADVANCED 4W(ffv1.)E7OSIUG 1• _ _ 1HREAOFORN TECHNOLOGY 900D GFEiUW1RSWJUM77, -1J7/T--^/- �•W-i...EO_..�__...__.2�,tKT.--�1 t/2'IGn.PENETRATION 1/4b-TOrJ�•S.S. SIRIICIOWIL A {IACy -..�1`!, ;-- (�Appu ) t OF TIOTFADED AREA TO EU67UTG HOOD BENT .%.1! + --y"r--••••- 'e E)WWG WOOD HEADER. 1' PF10L1PS NEAD TO BE CE G WWO BY /'!-•�i�` ( :• '--' .. < ; !'�-• \(�SCNEM.ILE ON SHEET 15) �'LM.�' EIAWQiE SCRNSVS ENCWEFR OR%j' .? / ! _ ..._.- _ W/1/�'-�NUTS Ed-' ' ---- —.-- _— COSTING WOW _19. -- --I-EQ`.4•-'._012.O.C._...-- - -. .T.__6+LtiTAILATTtOIN4. !f:'f9'.-'EC... _ _ _ - TRUSSES �. ARCHITECT PIOC2 ,jr 75i r r ;' 3 O.C.REQUIRED CR I ICON WITH ADVANCED -i`t-/ �, m. TFiREADfZIRY TECHNOLOGY - %i 1 lr - 01SUNG SOFFR I•'/ r 1 j\ I I 1 Arm. W 1 •/2.Otn.PENETRA710N Ji ':• � 1 .- _.._31e Pax.THK 1 v 1��'�i i PnONAL - EHf51Rtf,W�0 HFilOER.a AM TO1,•'-� �•/� 1 S/4'__-_..._ �-", !'S 'ALLOY) / TUTE (SEE SC!EDU E ON SHEET 15) ' •O.O.C.; i._ I (1ti0 rs CONS ALUM.SCREVIS 0 i 01 or 1®or© t' t� 1 or©or QS (OI RA/16 RER OR TRUSS. i_E MIM NIN 21s4' I f!. I 1 I! i,� LOC IE LAD SOMWS AT ROM1LUp'IpTN FTOSTRIG WOOD Latins �o o ttw.SEPARATION TO class _....... ..--'_-- I ( ....! OmHOLE AT FACT ✓ NEE® (r Ain NOAONILL (SEE SCRDIh) E ON SHEET t 1)-' MISTINGI �. MUD TO ACCEPT � WID71Q W/2'Lin A7/iG`*L%OF N R"OVAU �71OtEADED -- -- INSTALLATIONS tl'7a 1 72pe/ SQ NV WALL HEADER INSTALLATION l "" 1 NAX A.S.D.DESIGN LOAD AND -1 11 FOL EL/�m L gG! TO 4 y S-0•MAX SPAN TL05 I=11EE 0119W INSIA LMN 15 ONLY VALID 19I MEG IO ltot I 1Q OR ,71 Fm 910E Woo FOR WOOD W/LOL SPEGIFTC I- "SHEET"FOR m1fAt.SIARTOL ASSDI9.Y I SAMSG)f 1 I 0431SQi!� �� LAW OF F OM S D GL S 2-9Wti0!!G SFCI19L5 CAN BE COIBiED -r' -l'J W ARr W TO SW ANY raTAwTmN. CFJV CEILING INSTALLATION =--- —. -_ OR R EQUAL 0 U'Hy CE LI G LLA ON LAN,SEPARPON TO GLASS •�P" �'-•-----(sm SCHEDULE ON SHEET tt)-_-"----- 1 DH6TDLG -4 I91�9/a0ESHMI I SEP�ON I I� �t NCR i ..._._j-'l CLASS\ j w9Al W 19 i(SEE sC O11LE 1 I I V \l , 1 oN sNEfT t t) 11 t — I I 11 i? _i II 1 t1 —( I I i 3 WALL ' FINISH, I `JB I i ; Exsnroc I r, a/r li,. c — Nm. ��?T t.- Za © °`, .�Ar1A5HFA MO 7EIL � I I -.•.{ >., -;7�3 OR 2'SG WIN.WOOD ... SCREWS 0 tr as l (N0 - (ND FIAItSt1 - -- IEO-.ry._ EDGE ''=----'----(�- �/2'-! .t-J - O� -- ALLEN�) EWE OFF DECK IF ... 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Accordion W1OR �I1II1 7$yam .S.S.A. II.K� w OR W ILV.x(t�oW" k'; * 2'�La TILLIT TFSONG a L7vDINEERwo COMPANY Amedcen SIIY11el Syallme 00011,TiRI DUE GRIM EIP I P STATE 0 am 1L9 3R,S0.Sn.304 I R M GAWAA.11CM4 331t AssookRon, Inc. 1 OLD 17-107 ONE: 7 2/2020 9' PAp1a:(3o5)37t—t3a0•Fm:(sm)1nt—tart 4268 Westroods Drive 2 g0111 eeaeasaftm y��lcss;.......•�B d W��C 719 PF West Polm Beach, FL 33407 3 ORAWING No A.TEXT 20-164 itsNAIi • • SEAL/SIGNATURE/DATE fl°e0A Lr`/44te� 5 SHEET e 17 0 END INSTALLATIONS n HY BLADE OR Q_-WINDOW BLADE INTO 2"x4" MIN W000 STUDS r-.Zw UK"M ANO WON on,& 2W 82L "M Ml (AS AFPLWJ3W I J 1/2-WL CMx 7 WL M CMC SMUE CM OR DUSING CLASS Z76 ME uul�n fatale,.l6 fa IM Cox_ law WOMM(Dag IM&WMIM = CM 1=6sotwEasm hw. 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FL 33407 DRAWING No win,411115, NAM A 7UN Jr.P.r 19 1 F4 20-164 ROM U.1"167 sli P.E SEAL/SIGNATURE/DATE a SHEET 0. rti�1' •BENERAL LIYRA7IDRS @ f LqD ODROnIDIIS DF IICC FTIR BfF11�A . A 0 �sUl I . sD.DMON PRE=W RATBQ+11%-110 w,r. 1� BU=sPua Be• r aaHoNSHEERe,r.AswFTLAs K 0.T.U a W ON SM=is a 17. l b�nur wm i � -- TW:FiI--END- _' ' ... r,. • _ ..-.. __. ..., __ .__. ( -.'.1 _._. - :- - -- - - -.-... .__- � .. OI0i8RY AT EIDQDOpArSeE-A - -- - (3ti FI ES)F'ONB a PERE ADE ILQ'�A AU W A VA)W W OF 5 S YAl(.S WOyyfyS © SJM ON 9W 6 w BIADEV & • • �i �, ° a' (B)MR CIFARANCE FRO TOP OR B TMX EDGE OF W WWOw�1DEG ® OF ANY-1 HDLE FDR 4 S 41L BE 12'. u=si • (C)flRST OR l/y�f BLADE CUM Off FROM SW—AT ENDS WY RE HV �' '� yF ,•; •. ,•. ,; 19DD0Y BfADE 1V11 • • • j --•. (p)Ny pD1p�p® ©�WSf BE USED AIT-WTE TO A SOLD W RADE 1D I �y TRROUCFIOIFF >a . 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FL 33407 3 DRAWING No ' /ONAL �.�`Q WAUER A TRLIT Jr.P.E 20-i 64 AF�lnnuou �� SEAL/SIGNATURE/DATE FLacmA Ua E 44167 s D SHEET 19 or 20 L�=116W QVIVE 40 � ,• f NSTALLATIONS W j � HV BLADE & HV CENTERMATES ©1 .�zoo-a Wv,.r. ! sn,�a as �, ;;3_;:,_.! 4sH'! INTO METAL STUD WALLS * Oe'- Ji o s'aa.f-40 .•-•Q 45l�- '_ © 0 -AJWsM�I-NLULMY SLEEVE MINAL GENERAL LIM QNS AND CON '`43c r 430 -oo ��i 22 ( p 6063-T5 ALLOY txul!r GIL11 sTE0.tRAac CtuuatFL o s•o c 1,j o s-o a^. r"' 'E 0 METAL STUD WALLS ASIY Nass1 trraOE+0 16n.a-eO SEPARATION TO GLOSS SCHEDULE ._.-3.000' atLFeoa a 0MUZ Aa :AS APP=7 3�9 ,O 1. MAX. ASA. DESIGN PRESSURE RAnNG +75, - 75 (psf) e� /mth•1oc sraas w 't705IRtC FlFt6N 2 MAX SHUTTER SPAN 8 ' - - - _. ---- , - W IND-ZONE ---MINIMUM- _ oosnF!c suss -�ro c�N—� I E 3. ALLOWED MOUNTING. M©oN THIS SHEET. AMM E-1998 70� -Ou�tcltt+ t. (SEE�" ) Ny / ® 1 _CO-20M" BOLT 4. 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