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Home My WebLink AboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Q Date: October 21, 2021 Permit Number: 0O 940 � RECEIVED Q � � o o „�, OCT 2 1 z020 � Building Permit Application iz1,4.,cln0ounW Planning and Development Services permitting Building and Code Regulation Division Commercial Residential X 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 PERMIT APPLICATION FOR: HURRICANE SHUTTERS PROPOSED IMPROVEMENT LOCATION: Address: 5103 PALEO PINES CIR FT. PIERCE, FL 34951 Property Tax ID#. 1312-801-0144-000-1 Lot No. 341 Site Plan Name: KEIM Block No. Project Name: KEIM DETAILED DESCRIPTION OF WORK:" INSTALL FIFTEEN (15) HURRICANE ACCORDION SHUTTERS SIX(6) CLEAR LEXAN PANELS New Electrical Meter Second Electrical Meter CONSTRUCTION INFORMATION: Additional work to be performed under this permit—check all-that apply: _Mechanical _Gas Tank —Gas Piping ,Shutters _Windows/Doors _Pond _Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction: $ 9,705.16 Utilities: _Sewer _Septic Building Height: OWNERAESSEE: CONTRACTOR: Name BARRY KEIM Name: MIRIAM VAN VASSEL Address: 5103 PALEO PINES CIR _ Company:DVT HURRICANE SHUTTERS, INC. City: FT. PIERCE State:�L Address:3100 N. KINGS HIGHWAY Zip Code: 34951 Fax: City: FT. PIERCE State:FL Phone No. 772 5190914 Zip Code: 34951 Fax: 772-794-1590 E-Mail: Phone No 772-794-1581 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 2,100 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 III with lender or an attorney before commencing work or recording our Notice f Commencement. Pignure f Owner/Lessee/Contractor as Agent for Owner Signature 9f Contractor/License Holder STATE OF FLORIDA , STATE OF FLORIDA COUNTY OF {• /��i P , COUNTY OF Sworn to(or affirmed)and subscribed before me of Swor to(or affirmed)and subscribed before me of Physical Presence or —Online Notarization Physical Presence or Online Notarization this�day of 4P,/ ' 202P by this "() day of_ de7i', 202A by Name of-person makin statement. Name of erson making statement. g P g Personally Known /OR Produced Identification Personally Known -"" OR Produced Identification Type of Identification Type of Identification Produ � Vivian Sue Blume Produced `\ Vivian Sue Blume COMMISSION#GG297846 MISSION#GG297846 (Signature of Notary P FleXPIRES:April 29, 2023 (Signature of Notary , ' off DES:April 29, 2023 •Commission No. Bo ded Thru Aaron Notary °'��Fi>F Bond Th Aaron Notary ?Seal��"�'�� 101 �� ?Seal) Commission No. Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. 5/6/20 RECEIVED KEIM RESIDENCE OCT 2 X 2020 5103 PALEO PINE CIRCLE ei: w0».!Rounty FT. PIERCE, FL 34951 OPENING WIDTH HEIGHT #1 62" 53.5" Accordion #2A 39" 37" Look-Out #2 42.5" 53.5" Accordion #3A 39" 37" Look-Out #3 42.5" 53.5" Accordion #4 62" 53.5" Accordion #5 42.5" 41" Accordion #6 42.5" 41" Accordion #7 42.5" 41" Accordion #8 63" 48" Look-Out #9 75" 36" Look-Out #10 52.25" 64" Accordion #11-14 377" 61" Accordion #15 63" 48" Look-Out #16 75" 36" Look-Out #17 62" 53.5" Accordion #18 42.5" 53.5" Accordion #19 42.5" 53.5" Accordion pile Copy RECEIVED KEIM RESIDENCE OCT 21 2020 5103 PALEO PINE CIRCLE St.Lurie County FT. PIERCE, FL 34951 Per,Mining REAR 3 0- I � 9 �J 5 G�Ss of He Copy y Ir 1 ueuZ1 Florida Building Code Online Ij•�!S'�`4� j�4iil it: y rzi' asl SCIS Home ! Log In , User Registration Hot Toples Submit Surcharge Stats!k FaGs Publications Contact US aCLS Site Map ! Links i Search ! Ffo:ida d r ° Product A p E�ri'. useR:Public User Product AMMA MeM>Pmduet or&glication Search>gpolicatlon I t>Apprl II RECEIVED FL# FL11968-RS OCT 21 2O2o Application Type Code Version 20 Application Status Pt:6140.10 96%411ty App oved permitl�ing Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 bfeeley@eastemmetal.com Authorized Signature Bill Feeley bfeeley@easternmetal.com File COPY Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category oShuttersSubcategory nel Compliance Method n 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.Tilllt,]r. Evaluation Report Florida License PE-44167 Quality Assurance Entity credltatlon and Management Institute Quality Assurance Contract Expiration Date 412/31Validated ey hn Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence 0L7,1 68 115 (:0I r.01 EMS 0.040.n� EI�11960 P5 CCII C01 EMS 0.09o_nrlf FI_1 J.968 1:5 CCII C Df EMS 21,12f rl_11968 In COY COI EMS Cl FAR l f Referenced Standard and Year(of Standard) to ASTM E1886 Year2012 ASTM E1996 2012 20 ASTM E330 TAS 201,202,203 2002 1994 Equivalence of Product Standards Certified By Sections from the Code www.floridabuilding.org/pr/pr`ttpp df.aspx?param=WGEVXQwtDgsxYleb4opODf/EcLXlecJXOHGgQ7ubCZfOtll7SMvnno/grlaiari ,, 1/1112021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/19/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to (2.25"Deep)-Non-HVHZ-Drawing provide hurricane protection. Number 20-180 Limits of Use Installation Instructions Approved for use In HVHZ:No I:1-11968 R5 II DRWING EMS 0 040 pdf 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 Other:Large Missile.Max.span Is 12'-0"for+25,-25 p.s.f. FL11968 R5 AE PER EMS -0 040 ndf and 4'-0"for+125,-130 p.s.f.for sections 1,3,4,6,7,8 8A Created b� , Independent Third Party: Y pYes 9 and ii.See sheet 10 of installation drawing for other spans and pressures.Valid only for wind zones 1,2&3 as defined by ASTM E-1996. 11968.2 0.050"Bertha Aluminum Stone Panel Corrugated aluminum storm panels retained or not by tracks to (2.25"Deep)-Non-HVHZ-Drawing provide hurricane protection. Number 20-182 Limits of Use installation Instructions Approved for use in HVHZ:No EL11968 115 iI DRlnrrnlr E S 0.050.odf 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 Other:Large Missile.Max,span is 12'-11"for+30,-30 p.s.f. FLL 119'68 R5 AE PER EMS 0 05d pdf and 8'-2"for+75,-80 p.s.f.for mountings without"h"header. Created by Independent Third Party:Yes See sheet 5 of installation drawing for other spans and pressures.Valid only for wind zones 1,2&3 as defined by ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 20-181 Limits of Use Installation Instructions Approved for use in HVHZ:No FL119G8 R5 ri DRWING EMS 24.9dj 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 Other:Large Missile.Max.span is 9'-8"for+30,-40 p.s.f.and KI1968 R5 AE PER PMS 24 pdg 7-2"for+70,-80 p.s.f for panels mounted without"H"header. Created by Independent Third Party:Yes See sheet 4 of installation drawing for other spans and pressures.Valid only for wind zones 1,2&3 as defined by ASTM -1996. 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by Drawing Number 20-184 tracks to provide hurricane protection. Limits of Use installation Instructions Approved for use In HVHZ:No FL11968 R5 II DRWING EMS CLE R p_df 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 Other:Large Missile.Max/span is 10'-0"for+28,-28 p.s.f. EL11968 R5 AE PER EMS CL F A.S.D.and 4'-0"for+105,-110 p.s.f.A.S.D desgln load.See Created by Independent Third Party:Yes sheet 3 of installation drawings for other spans and pressures. / Valid only for wind zones 1,2&3 as defined by ASTM E-1996. f Contact Us::2601 glair Stone Road Tallahassee • 32399 Phone:850-487 1874 The State of Florida is an AA/EEO employer.Q2W9ht aW2Z2W State"f Fiorlda ::Pdu Statement::Accesslhllity Statement _.._.,gef"nd Statement under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a publlo-records request,do not send electronic www.floridabuilding.org/pr/pr_app dU.aspx?param=wGEVXCIwtnncYYlphAnnnrW7;:.i v,e.,i„r,.:�..,�..�.,��,.... SAL MOM 1.SMW PANEL SHOWN ON WS PRODUCr EVALUAWN WOUMMr(pXjL)WS BEEN VEYPIHED FOR COMPLIANCE W AL'COROANCE HMJf ►HE 2020(AA IDMISYN SAL ME HE INA tIUIO A CODE. (B) ro L7TL M CONCRETE BLOCK SAW ASTM C-90 THIS STORY PANEL SYSTEM SNAM�BE AYSTALLED A7 tBGH VfLOCn•NLARLGNE ZONES(YIAIO-DAD£/BIPgVARD COUNIrI• -/��M rAPCON ANr.NORS MAHDF DESIGN"M LOAOS SHAM W DEFENAMNED AS PER SECTON TBa DF THE AaVE NEAmONED CODE,FOR A tRO SPED AS l Acnmm or L.T.W.wam REIILBRED BY 7H£JURISD►CIDN WHERE 1)IESE -1/4'0 X 7/B' CALK'-OV ANCHORS OR aw HALE d/E7W PANEWATE'MANUFACTURED or D£WALT LN6 US/N0 ASL'i 7-1f SLAM NOT EXCEED ENE ,�Q)DESGN PRERMW RATMGS fMV=y0 ON am F I f S ' ELCO DNS UCRO� AS D6lAlDU/EO BY AM POIMS S/WEiI;BOLT d SPEpALTY -1/1'0X3 fN ORDER TO MWr M AGOW COMPANY CONDS or ULIHATE DESIGN WINO LOADS DETERYWED PER AM�/f5/!AM BE FIPST NOTES REDUCED ED A.S0. M=IV NO LOADS BY Yf2ID'LIfMO THEM 8r 0.B W ORDER>D COMPARE THESE W/M X(A.SD)DESHW LLI)MWOR EE/NWNr OF TAPCON ANCHORS AND ELCO PANUMIES IMID THE CONLYIM BLOLYT UN?SHAM B£ PRESSURE RATINGS WDICATED ON SHEETS!N tT STORY PANELS ADEQUACY FOR DIPACT AND WIND RMWANCE HAS BEEN VDVAM W ACCORDANCE WRN SECTION TaRRTOF 1 1/I' rH£AIOYE NENRWED CODE AS PER An REPORT /O130.01-01 AND j070d01-O7,PER DIPACT TESIWG EOUIVALEIVT TO Ems)7/8 'CALAK2w ANCHORS AND J/t'SOLID SET ANCN02S mmil BE EMERY amsoD£D IMO THE CONCR£E£ ASTM E-1996 STAHOARD R ASIY E Jig-02 STAMURQ UIIIEED TO/NSTAWRONS IN)FUN WIXD TONES 1, 2 d J E DEFINED 81QAK UN?.ND EMBEOYEM INTO STUCCO SHAM BE PFRm77M BY ASFAf E-1996 STANDARD 1//'"0 SLYlL=USED SNAP BE 1 1/2'LONG NNUMUM SNVL STUCCO EXIST,AND l'M/NNW FOR WALLS WIN NO SlUCCp 2. CLEAR BERTHA STORM PANEL SHAM M EXTRUDED USING ANY OF THE Fp1LOWWG POLYCARBONATE SOURCES WIN AM &3) �Ga,cAsE Tar FnEcw s7m OR PRECtST LONCRETE PANELS 8E FOLIAm ON T CORRESPWYDING MODEL Lr1AlBEJ� WALL.ANONORS SHAM BE LONG ENWW TO REACy THE MAIN STRUCTAlr URE ELECTRIC PLASRCS IEXAN 103 Saw SUCN PANELS ANCNORAGE SHALL BE AS folvArm ON NOTES W at)d B.P)ABOVE. GE7YERAL DOWN CHEMICAL CAUBRE J02 V-6 (C)ANCHORS SLLQL BE INSFAILEp FolLON7N0 AM OF THE REMMN£NOAT/DNS AND SPEC/FHGTrONS OF THE ANCHORS MANUFACTURER. MLLL GV£57R0, ![0. ALALOTOLON POLYGIIBONATE SHEETS 7.PANEL WY ALSO BE fNSTAUED HORiZOMALLY FOLIOWRIG RLSTALLARON DETAILS SHOWN ON OF SECY10M I IMRU A SNEEr 3 S. YWIMUY PROPERRES FOR AM OF THE ABOVE POLYCARBONAEES ARE AS FOLLOWS TRACK FAVAE E SFIFEMM B S10RM PANEL SHAM BE REMOVED AFTER 7NE HL/RRICANE AND STALL 8E STORED AND PROPERLY IEUMAWFQ RESULT AmGwdi 9 IT SHALL BE THE RL3PONSRTODY OFANCHOR THE AGE:COMRACTOR TO VERD•Y YHE SOMMESS OF WE SMUCIURE WHERE SRUIIFR fS TO B SPECfI'C CRAWLY ASTM D792 1.20 G/CC BE AT7ACILD 70 rNSUBE PROPFBfD SHUTTER IWfACIURER^ ACCORDANCENA WIIN SEiCROSH L,42ffVEL9.9 3 OFOF FLORWA BU/L=CODE OHE LABEL SHALL BE PLACED REVERY C TENSILE YD30 STRENGTH ASTM 0839 8,700 LAESEW 10 COMPLr mm SECTION 1709.9L?OF iNE FLORR7A BILRDWG CODE. p&l FLEXURAL STR£NGIH Ar WELD p al. ASTY 0790 12,500 .&4 I f. WE RISTALLARON CONIRACIOR IS TO FT EJTURAL MODULUS AS1M OTJD 340,000 p a i. WITH THE LIIIlLOWG >n PRLVENT WIXD /CAUUT AM SNUIrEIP COYPONL7IT EDGES WH/CN REMAW BV CONTINUOUS CONTACT /RAfM WTRLISIONL CAOLK AND SEAL MOM TRACKS ALL AROUND FT/M LEVOM NOTCHED LZOD ASTM D256 72 STORM PANEL INSTALLAWN SMALL COMPLY MTH SPE=MVMgMV W THIS DRAWING PLUS ANY BU40AfG AND ZONING I8 FT-!b/in REOULAImm PROIMED RY THE.RIR/SDICRON wmw PERmT is APPLIED M SMOKE DENSITY ASTM 02B/3 7S(MAX) 1d (AJ AROJWP-EF,LE i67/EREPRIPARM THE SIE C EMWXW/yS L C AND DOES Nor HpON P.EDPROV/OE fHFORYAIION FOR A SITE SPECIFIC RATE OF BURNING ASIY pGTS C-1 CLASSTHr (MAX) (0)CONIRACTDR TO BE RMVA ME FOR THE SELEMX AMWASE AND OISTALLARON WCLUD/gIG LIFE SAFEry OF you SELF fammON PR IFODUCT,BASED ON no P.60. pROMED HFISHE DOM Mr OEMYS FROM INE Colo OOHS DE ASTM D1929 650 OCCULLDYL CAVSTRUCRON SAFETY AT SITE IS THE CORTIACOR'S REFDHSr9lUff rARED OH 1N/5 i ALL AL#IMMW EXNPlOM SHALL DE ALUMINUM ASS=MN 6063-T6 AMOY d TEMPER AM AWmNUM W EXTRUS70N5 IN (CI AOS P.EQ WILL Bf COHSlL7DPED INVALID/F ALTERED BT ANY YE1NS COMACr WIN DZEWLAR LfAlzRmLS SHAM COMPLY IN SECTION MI-6 GF THE 2015 ALUMWDY am=MANUAL _ J.ALL SCREWS To BE SrA/NL¢SS SIEEY J0I OR J16 ArSI SERIES OR CORROSION RMSTANr COATED CARBON STEEL AS PER OW (0)SHE THE SPEOVENOM PROJECTS WAILL BE Or RD 0.R FOR PREPARED PRr A F MD WHO WILL BE EHGWEER OR ARCN/ECF W/BC/L WRL BEGONE 50018 W/SO KSf YIELD SRTERGIH AND 90 Aw)ENSILE SIRENGIN f SHALL COMPLY W/FLORIDA BUILDING COD£ P60.DICWEEY Of R£OORD(EACI)WO AS A PROJECY ED WHOP Io RLE PW��EER, SILALL S</gyT TO or E SEL:I2Gt�1 f ~ PEDL LATM THE SIE SF MC DRAMNCS AS REV�iS IM S. BOLTS ED BE AS►N A JOE. GALVANIZED OR AM JOI SERRM STAWLESS STEEL, WI/I 36 A'S/MIN. YIELD STRENC7IL 0. ANCHORS TD WALL SHALL BE AS FOLLOWS SEE SHEET 2 OF S FOR APPUCATNINS (EJ THIN P.EDEPRED.SMALL BE THAT PRAR THE DATE AND ONODAL SEAL AND S16MYURE OF THE PROFLSS/ONAL ENGIME7T OF AP60RD " A (A) TO ELSTRVO POURED CONCRETE MIN.PC=3 ASI -1/4'/TAPCON ANC ARS LGMLFACUM or I.T.W.BURDIX -1/4'0 X 7/6'CALK-W ANCHORS OR ELM HALE d FEWEE PANUMATE'MMmFACTURED BY DEWALT, WC AND ELCD END 10 CGIJSTRNCRON PRODUCT$ RESPECIYELY. N PBUM X W � I7 1 -!14'0 X 3/4'AM PaNFS SOLID-SET ANCHORS AS DHSHUBmm or ALL POINTS SCREW BOLT d SFECLILrY COMPANY gpullurnpli ``,d•�(�{...... y, A.1)MIABWY EWEOMENr WO POURED CONCRETE OF TAPCON ANCHORS IS I J/I'AND FOR ELCO PANEWAIES IS 13/A•• y NyGENSF'�'py': FLWDA MUM COE /I d HLww"zomi A.2) CLEAR 8ER 7/6'CALK-W ANCHORS E Mmar neEDDEO W70 THE POURED CONOM No.44j67 = e n�C ae. RI{/ PANEL up ND EMBmA/fNT rNlO STUCANDCO3/s'SOLD SET ANCHORS Mu BE SMALL BE PERY/l1EQ - ►/J•0-20 SCREWS USED sLAU BE 1 f LLW nulm on WIN NO SfUL1Cp ��LONG 1IOf/Nf1Y SHOULD STUCCO EXIST,AND 1'AL7YBIUM FOR 2 r WALE - S7 OF . A.3)W RASE THAT PRECAST sTOEtE; PRECAST CONCRETE Fi1HE1$OR PAVERS W FOUND ON THE ELUTwG WALL OR / i L E C O 1Be. EASTERN METAL SUPPLY, INC �f� "OWN SHALL BE LONG ENOUCH TO REACH THE MUM sWWIUR£BEMNO SUCH PANEL;ANCHORAGE WALL 02 B F(OR{OP:Q\ WIWICAT£0 ON NOIES A•1)d A.2)ABOVE �•,,SS%0111pt 'd +�.a:m4or-rsr1 B � 20-Ede �flLll11pmiAl lPALiflr PE a r asa re a r asa ,� taLO1J1O Ala Plaa�rfa�ar6s � o n� , • - . sa�1-I-ar s ir- -------._..—_._._f2oLo'-------------.—_..__._._._. ;_`_--_-•--_..._._.. -- ms7�rE'ulMalsTEaamw7�—___.___ �-7.5oa r-___--•+�soo•,------�{'f.SDD• ,--...._._.__.4.5oD•_--___.�rsoo'... � ._. _ • �.�--1'�aauwcfG/J-..��1 7.300 _.._..___�-LS00'_ i t • .e,vwCen(UN-- _.� I •T fT i T-i T-'-'i t 1 i!T, T.T i n V - '_ajar t tax nvacwCS, -4700-t la 7pGGhL'E .�5 1Q CLEAR PANEL ® HALF CLEAR PANT/ --------- -27.fYD--__ TT - - 1.SD0'-I ........4.50D- .. ._7.SOD'._ 4.500' -t.500-_- q •.--.. ...._ 4.500'... $TORN PANEL TYPI 1 ELEVATION 2.125 / �ra7xuloe 70.7.5 t 2125•-------..��•—____..�.._2f25•_ --__.._.-.E875•-----_-_.__..27Z5- �rlp-7rac ua ,,..�w--�_ ®DOUBLE W/DE CLdR PANEL car _ - ii �9T0'�.T1 r— , asr• mr 41 -- SOOD 11or ` LEFW mw 20pD'— aster I u� 2O 3'ANGLE BUIL OUT ® g/H' w s raw BRACKET F F TRACK ANGLE 5 REVEAZSED 'F'ANG Q ax- w w -''—r H MIN/ WALL 1.75 x0.63 DETAIL 1: �aacmrnrc JX ANGLE WITH STD fwm wR wo .tea- �- �r. COMP „1►1„I77„h ONENTS !�• tram 1 ' r., `��.�••t(�tt a TILL�T�,�� SCALE: 3/8•or EiQ1ODA 8MVINO CODE(Non AOph V Nu7rkon�lone) �--�— aaa7- _ „�,. -i ` No.44167 F. omm Plum m C R HER M PANEL IV � DEp w rw w t �STATE OF 07 z Y� (AfAX,L1�H ® KEY HOLE AT PANEI �g R .�PO,�:•.•RORiDP`:��`�� EERRNN�ALS(/PPLY, INC ANGLE WiTN ST//D +rm+na.e,vm,WAS '••••.••• 4�/is8j0NAtEa "�w a am ror n mw wr7•sw arm 7s aoros ?0-1d4 p(yl1111111MH ��u7 �,c� ®q am Mr MMA'Ab RE 7fava erG j 1407 • w•wa. - - . nmr a cr 5 ir oux-m OR a"W MWNcontr-AsyWm M W1 F*-*-20,wroa X OR 6 W1 Q MV&mmVm KmmusAc s nxr mor-gaw aw SPAOW.L ow SMWM FW (sw somm fm q=V1 SFACM). 13 -Vmw.L CWL powm— Paz= cawAm— LA firxaw a at CVAVRW POLM 114V�-W x i ��`�/'.'.l.;.\ '`\ T/J 2 F14'a-,w sTnllovxiel PavefVM (mr somw vim SDU%wm m- GL45S 0 12'am 4 Jculmv—r uf AW 6.11/ 7.7 77, aAW �Fda= palm g caveim L=lu OR a.= BLM Im r A av VDAMM 0 Ira r- MGM eLaa coffmaw F,a a?cammmm VUL nl-1 rAEK-W SnOOMWK T ONO MSCHZW lea=) cont. w F14 amr 12 c.,L FVR RVAUD WALL MOUNTING INSTALLATION WALL MOUNTING INSTA LLATION -=170N Amw our INSTAUA m SCM"fW2 . . 3/IN OR SECTION SMWWE IM .. - N oft.* 114*0-20 1'& AL S.W 71'r 9 4W.RM Wff D 12". rmfium 'Z;�- 7MICK AsAER ff rA MWW ��!T�N IF SECVDM PAM 1) WN4#W-1cmw Mwflm SECWNS CAN BE COMMM IN ANY WAY TO SW ANY ASMAMM a ALM w 7/0•x 012, E A- 4 awl ON ALIERMW womm jJ1,11"Iff i0 1poym INSTALLATION DE A- flIgh Let#_&H&tafwm Zen.) Mm mnrA am E- 3/8" iCEMg CLEAR HERTH4 smirm p (m ANa smamw rm wmw). L— sc4L .J A Ws.AW; UNN M No. 71911= CEILING A &O-OR-MOUNUNG &MLUMy STATE OF IILIE4 0im.. EASTON METAL SUPPLY, wo AMP" ruw 4M KV RaW VMW 9 M7 PAU aCM a XW7 CA PAC AUNWAI: JOY MAMMUM AS.O.-DESION PRMURF-RAM -CORRESPONDINGJMIMUM PANEL LENGTH -0 (Pt.) AND FOR IN CC STAgLUM! R,lWAHCHQR I BLOCK-AND mu Swim WOOD EWE SMMRES • CUr PAM SUCRW as)** 02 -@-@ MUMW ASA 0-NAM Ipm AMCHM 4%. am= '6 L fd) COMORM AVCHM PAEMM AW cum low 448 w(0"1 SIWMM FMAMMM VISM&MOONE +2.4 -2 7 mu firRaft 21LOL -2&0 12* 12. 2"m 1% 1' 11 - SM-76 ALIVY 2JW +MQ. _lV.O 12. • OWL AWL ANGM +xxq -mo r 12' CASE A 6! lum .3105-H, OR 12' m +*ag -410 Of=w-\ CbnL Ahm AME +410• -5a0 7' 12' wi4emw Cacaw ANCHM 2.= -CASE 0 fta_n) -55.0 +Mg -imo 7- 12' !-ALIDWAYE LEV LCWW +6a0,-610 W-7' 7' 12' 12. ROMM COACRETE Z*rVmQWTO OR coma ER'EuXK 2*zS'&,MlCont. MU REOMM 46501-70.0 7" 12' 12' AUM ANGLE OR Arm .Gar Jlw_NM SM&T AM A&M ED9 FIVE +704 -750 5-10, 12' +75.01-,efiv 12' 12. X-Ral MOM +a",-Zia 5-2' 12' -CASE 0 (Ald +B&O.-Sao 12' 12' 7. 2".J'&.Ggj'jtoS h-14 OR :U;M A.LLOY:VL A4mz ANGLE,- 12. +95LQ -roaa 4t-S' 71 Ir a It CASE +Fcag -105.0 4'-2' 7' 12. 1. 1/4'CAP 1- Xm. /4. (Ok z ------- +?Vag -110.0 12' 6M 6mL A40%ANGLE, �;I�JGL y 0 12 4 CA, Wn. PANEL LBM IS J%-D' "C OR CONCRETE A%QW END CLOSURES DETAILS ANWOM Cl).@ MM fiEVWMa SCALE. 114 **AUXMN ARCM SPACM ARE VALID FOR AMW J)WEROF VMWXF_FOR r-&UW THAN ANDIM am svzm or rw ARaTALYRJBSPACM SWM QN SCROLILE of CASE D IOLLOM FACT=J?VW.-Wm F.A FM GQK-W ANCHM 19 2 4, % MR DOSdFMnW TO BE SPACM UMV FMOR M4LL Nor CREKW tit 118 AL 7 TAW NFJLqN SHIMS RKMIM FVR p. FWE Ar AFICMW LEG= 4,174 --"\G Effigp%.sP s F 4-: V WNVA OVADWe COE(Hon fth - Lett 0 zone) MCM R ff& rm 57u No.4,4167 cam MMA m Mir api mm PANEL DAAll M ACnM z; V.FCW vARawrEs CAW-W ns 3. F METAL SUPPLY, IN .W ILIECOinc. FAMM�WMEML SUPPLY, lArC VAIr CUWAW am Immm ww ..."I....... fff=Ox Asw flistil P. rlrom,rAODe Elm mate/lmdY e•ao W/ nmo,FAOEIT I"�" A*a`ro°BOW Iemr9em: . sAft CR ' ',i � - Ipy-20 Efm-mDk4 x,m. %% SiRUMAft AOECfIIOr ] - f'r/12 o W^ !rmoto AWE7ELIlE �!`�... j r 7/Z•IGa 90610 ..,I(�.. —/ ll4/� ..1 7 E FANUAKh.OPFJEr i1 ox W OR � J M O 1?•as M/1 e/u-Errs PEAETMFM. 1' '\ ' /\`!,,i -ram ` j, 6 amt `n�j yt • �ivav wa W/ 'f% f / OR ARaflFEer HEp17 4 /d•' /r4[1 CRE SS IOXX A'ASTffR..,,, ro 9NRER O MUM MC / 5 j� \ I I 7 1/E•ESn.FD�7RITIDN©6•ae fffAO RDOD Sd1t763 W/1 r/2•WIL L.t' I � l ,. ,-Al it ` Iln / O EYLRY O i I Irr,. 1 � / ` , VM r �_y _L+li � To vAnrtTEUTe T a r I LIf,M,75 IT/7/0'x _- .® 1/�I9 Z'r 1•_.:' I t�.®i 1 �• I Errs I J/J2'6NG N0l I W/ /d x SFPA VM J Iw AIR I -- I sEaIRATmN •rr az ro EX87fNG' o rY as 1•IAn fir- Gass JNAL! MOUNTING INSTALLATION BUILD OUT INST u4T/ON ,gI'Arm„ � 7,�fEAWt„ I ALTERNATIVE 2 -ALTERNATIVEcum 4 m I "°T`5 Llaaag SEP.IRAi1bY__v..._ EO JP—IA. r/1�-2o a r• m aaum !_ ..__. GYAa ± f �rswi%e•r/s'Y-2a.sH•O 12•ae l �LTSA1�' _ •TNwI ma l /��,�,��ATAIpRIDIR OF RATF / I O IYasI V'^"- kL'PWIO F R 1///Y-20 aMmDls/Trma6 !{ `JCME/ '• PAAEMW O6'ae W 1 PlOtVEo. • 1�! .-•_r 2/m'Ica.PEA'ETfLT00Ar oR � � ; ,r• rpv�E7m Tema, _—._,._� ` �._ �im,o� scTmvs v/ } !PAMMWr 2 aLgim0 Wav 7 w OR Irs:r T/4•ss rm/rT l �5 HaD um SL'J@715 N 1 //Y It3s RFIiE7EADOAt O e' PEDEOLAO®Y WALL MOUNT/M (D. M.) o mvasoTR or PTATe I}I . Erro nom sr,aTes v/. ALTERNATIVE 1 t h, ,,/a•Is, PE1E781TMIV O s'ae INSTALLATION ' k o°D1IDRI OF PLATE COUNG & FLOOR MO"II' __.._�.;...._-- "• _:-._.�;,�_._ ++_ _ALTERNATIVE 6 JyALL MOUNTING INSTALLATION BUILD OUT INSTAL!rinTy ALTERNATIVE 3 ALTERNATIVE 5 MIF FOR/aIImNAAOH of cc/ m. WALL.Li(DfEH7E1t0 sECn=OW RE COerellm INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS IN ANY WAY To SW MY AISrAfl WN. SCA LHLIb( " = r \GEMS' ': fLORiOyi B!!!LD/IYD fWE S AS P Non I.MWALATXN ARE ONLY VAUD FOR YAR A" L7-M PRESUM : � tr � cam limX&IMe B A STOMPANEL ` V LENG HW7/can0 IonO) R47M Allen PAM S No.44167 THS ER plIDIDF SHDiTN ON SHEETS s OF S _ Bum IN., 2 FM WWD MW CDAWRUCROAk HOOD VEVMM To DE �'lc�-�J�-- * •*= 7yt'/ffim SODTNERAI PANE No.2. W/SPEL M L7fI Wr OF OMOR OVAL. h OF $Q: 1 L E C O INC. EASTERN METAL SUPPLY, INC <� �OA}OP `�•a' law sEu"m,rraatrawmamrtomaanrrvurr 4WIF IM MW MW a/a �avr m ®ro aQ �O /IIH1111NNµ lA.7ER A AN/!.Y.PE tl m oar N01f01 the I MIOY i lILET S Ol 5 ti - - Z. i. MIS Home Log to User Registration - db, Hot Topies Submit surchargeState Fa[ 'is Publlgtions Contact UsaCiS SiteUnke i� Seaft ; i USE LI:Public User •• .,•-- rodurt A royal enu>Product er Aopliealion Search> r� ali I t o U >p FL* pl n®atoll RECEIVED APplica!tion Type F '89-R Cede Version Re I n OCT 2 12020 Application-Status 020 f Approved St.Lucia County Permitting Comments Archlvc-d Pr odiuciL Manufacturer Address/Phone/Ecnall American Shutter Systems Association,Inc. 4268 Westroads Drive West Palm Beach,FL 33407 �� (561)209-8263 bfeeley@easternmetal,com Atithorl%ed Signature Bill Feeley Irodriguez@easCemmetal,corrf 'Cechniral Representative Address/Phone/Email Qua!!i-y Assurance Representative Address/P'riorle/Entail Category ...- Subcategory Shutters Accordio Compllarnce Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Evaluation io Rep r t Archttect Nam,who developed the Walter A.Eviwluatlon Report Tillit,Jr.P.E. Florida t cease Quality Assurance Entity PE-44167 Quality Assurance Contract Expiration Date National Accredttacion and Management Institute Validated By 2/31/2021 9ohtefiry Kampmann Jr. C Validation checklist-Hardcopy Received ori ir'icatr Of ri�dePendence I §;f.'::��.i. I7. ..t:f 1._!•;.ii.-.�i�_1i•1�_i.ii. �r�; -t S - -':''=3_.ii+.i! i:i}! !:OI � Ciii-ii[.¢tl:?j 3.,4�•�irJ_ Ren�er`i�ced Standard and Year(of Standard) Seca_ rr_�utr�1 ASTM E-1886P7Q AS-FM E-1996 2012 A5TM r-330 2012 TAS 201,202,203 2002 Equlvaienca of Product Standards 1994 Certuricd 5y Sections fi-om th9 Code Product Approval Method Method 1®ption D Date Submitted Date Validated 10/19/2020 Date Pending FBC Approval 11/06/2020 Date Approved 11/06/2020 12/15/2020 SUK11 Y aru cog iFrr®d.scly Model, at.9ser or 6�9�1Yigrz _ f0escsiptil�e. 36J`1 Bertha HV Accordion Shutter glade 3-(Non-HVH2 ® Extruded aluminum interiockin ' rwg 20-165 gjdbed by tracks(top Ler�i%,©G 11�e and btt m)for storm protectio UO3 gyro eE� �!!@7� NoEse3rnsereec�3®aes a Yi im7®NUNZ.Yes (=1 ft�I [:�n $.� i?1ZWIi1'la�ls5 iefuage Verified By:American Test ba,Inc.5�rr�s5tur®o N/A Created by Independent Third Pdf emerge Missile Level"p° n is BvaBanat�®�Repoft positive ASD load and 13'-0"fforr 35 ps�anegative ASD I ad theiiV3 blade w 40 psf _3?iS) Q _i,dP /0 window blade,5'-2"for 110 psfASD load for CmYndependent Third Pb!L-'d.M110 window blade and 8'-1Z"for 62 psf,g'_11"for oHVps�FIV3 blade w/window blade working in unison-Max.span for A blade w/o window blade for installations Into Metal SLLd vuails is 79"for max.ASD pressure rating of+72,-72 and&Y i-br+64,-64 psf.See sheet 5 for other spans and ASD pr�ss�res, Bertha HV Accordion Shutter-BI -__-•-_� Only- ade 1 Extruded aluminum interlocking blad7relalned _ Y (Non-h1VHZ)_Drwg 20-i6" and bottom)for storm protect' Y tracks(top N III— Ion oEws afsi®ratie®Outside lh vM_v.Yes F��`�?_.1�1 t� T .v NYesVerified 6 N/A Y:American Test Lab of South Florida,Inc. CrGsted by Independent Third PaYiij:Yes missile level I'D" Nlax.Span is 16'_0"for 30 �vai�°fi®°°�?Yte�a the Fi D load depending on centermates and locl:in 5 f l^t; I� i, e�®rrrrs co;n'ict;,;iicr;for the HVi blade �� Created b LA_L•P@3 A's"� L�far='�tLdf Q+Jd 3'-0 for+64,-72 ps.f:;�:S Do Y-ndepandent Third Party:Yes ode fOl•Keystone mountings 7'-0"p.s.f,for instals s• and st on uTM ' EtS 21 and for 0 p.s.f for Hv3A working in ��7bt't:Je r_r�t slsails and preS ugly of installation ----ter- Bertha _(Accordion Shutter- Extruded aluminum Interlocking blades retained b tracks COP�t50� --� 1JWrALg No --.- (Non-HVIi?)-brwg?G-163 and Bottom)for storm protection Y cks(top Y'rr�� .. r',•-- .ey�C,81UL-side Muhl .Yes FL"i�9 isle®ea 8 ata°as�`s Yes Verified B - --i�df ;, �yrc. N/A Y:American Test Lab of South Florida,Inc. C;11. . ^rested by Independent Third Partly:Yes S-i7issile. Max. 16'-®",pan at 3Q c ��seie aticoc� tei�2avL� r Es:t r aro-d y_&.,0„for B p. .f A G load F• -1;:, 2'S ci1Ct :�j le7^e 2'See schedules Gil 77 :::ems:_.�,'•_ .1� _ . RL)[i ).i: ^tiveiY , Crat ed by Independent Third pa yea ---- rtY.Yes 0 Contact Us:: 3601_riair 5� Tallahassee_ ,=L 3�3`yg Phnne:85n-487 1828 ��°st>.te or Florida is an AA/EEO employer. ovriaht 2007-2013 state of Florida.;;Privaev�Statist.,aceesslbtllt• tatpman Ur,dsr Flo:id.;�,., emell addresses are malt tc this ejtity _rstazd, public records.If you do nol want our a- -- -- -----� Refund 5 Flo;9d-Star contact the office h y mail adcirass released In response to a I Zactive October 1,2012,Ilcensees licensed under chapter.•.sS,F.S.must provide the De -p y phone or by traditional mail.If you have an p *Pursuant request,do not send el Provided m;y ha used for otiecial communication with the Ilmnsee.However email addresses are Public record. o you do 0.487.t with an 139S e u y questions lease contact 850.497,1395. PursuanttD Sed9pn��niC not prcv(ue t;;e parU ant with an email address which can be made available to the public.To ds�rrnine if you are a llcer,see under Chapter955,FS„please they have on®. 5S.emalts' PAIy a personal address,pl&sa pa'c:h:ce �`�rmva®�csc ¢isys-� dick easa��-!Irk eL'ta:i�L"7 ' ( rti .d �..E;1Lt c�G�li C, GENERAL NOT c. t EIF7UFN N.Y.AfX N SNURER SyS1EL SEIDBN OZI T16 PRODUCT LYALUAl10N DOCIRlR .EDJ 1NLs BEng vFwFIED FOR W1WULWE IN ACCORD M KIM ENE 2020 CM EDB OWOF WE FLORIDA HJIDIHO co»E 1NB ACt7DROI0R 1HTRTER sYelEu sNALL NOT BE lRSDMLED AT HKiH 1 J Pew BE N 11R0 LOANS SHALL IO DEIFRIAC AS PET.SDLM M62g OF ENE AEDVE l CODE,FOR A BASIC M SPEED RE7RI=B1 REEL anEWRON OINERE SH M BILL TABLE r�p,C Don s11E70s 11 HRUA 15.iDEO Y F7ICLOR 1m.D 67 16ORF A3�7-18 A!D s1D21 NaT EXCEED THE HAwuOY NW BMW PRESSURE FL17M IIfOG1ED ALE OF CONTENTS d ORDER m VBJDY 1N ABOVE COFOID6M.YLnYATE DET.TG1 W1m L0116S DEDR!@1ED PER ASSE 7-18 RBLt1 FWS7 REWIND m AM DLvm1 1Vp0 LEADS BY LRL7@LyDL9 i1E11 En oe U1 ORDFpm COAQ'iUiE TRF56 W/YRL('LSD)DELL=PRESSM Rom LtaDww OR ROiE75 11 TM t6 19&20: - AREA:7: N1I a ES 0 Ik w ABERM NAL1'95.HOWEVER A WID DU F71�R YES U�AMCNORS on INS M VEIC�WV� IN iWOW.WERE 1107 VAR SULLSSM A !i Q�fiFASE BV ALLOIJABtE S7AESS FMt W@ID LOADS WAS ugD m 7NF1A GAL ERl7E5. SHEET I ACCORDION SIRIITHt EYMS ADFAWCY RR KID AM LAM 14591E 110NCi Low HAS BEEN VFRIRED W ACCORDAHCE MW SECRON i IM=OF 7HE ABOVE SYSTEM CmfP mm 21-37 SFfEET 3 LDTJIiOHID CODE AS PER TYPIOAL SIHJiTER ASSEM&Y 38-44_ -Hv BNADE O/0214 D1-Ol,/E LEVEL t-03 j1000 01-OS./1214 01-Ds��17O2-OB {a5�01-1D A!B)8021D01-11 AS PER TAS-2o1.rAS-2a2 AND TAs-283 PROIGCOl�AND I67Y E-1158 AREA 2:TVIVAL OW MADE WRIDA n �idDg6.� ®�1�A1 AHD E-71I98 S19UIOAItaS(EOSSLE iLVE1.D,WND ZONES 1.2&3)&/122G01-10 AS PER VS 2M.203&203 PROTOCOLS LARGE 1d6S1E -HV WNOOB MADE B/030S.OI-06 AS PER ASCU E-1M6 AIRI E-1895(Y1591E IEyp,0.tlB�ID 7Dt&5 7.a,s)BASIC PAp1ECBDN ONLY iCm/p72S.Df-�AS PFR 7715�2 PROTOCOL S A Ere 2:FNV BLAOEQi AND NV 11IDIOOW el/1DE® ARE ENcrNELRED 7D WRRN IN wem BRN EACH am UNDER 7HE GENEHAL WRALL SNU11Ek EV.EVAiNDI&NDTES L lDCKS SHEET 5 LBIIDRIONS AHD CONDIRONS OF LCg NWCiVEO ON SHE17 19 NSTIWA71OF1 DECALS A-F,WNCRETE/BLOCX SNEEi 8 3.REWIND RV.ACCDADLDN PPIS(IN USED A7 BlJIDES IONUgOE AND FOR DdtEOi HOIfM COtNECHON m TRACKS SHALL tDl S141i27a'ARD®14x1.75"RE9PECaVE7,Y,410-H1+"""UY SEI9IES NSTALMON DMARS G-LL CONCRE 1218WCK SHEET 7 SFARi S S)EE7:S MIN 135.0 Act SfRENGiH AND 189 bi TER9LE SDNENfTTH.F7N5 511ALL BE COATED LVm1 BERTHA IB/f1627'AN CBM RMATE DETAILS HV 5HffE7 8 AMIITNO APAJGRGRS"RFA+ISSIEIDD Will AYEtICAAI SINIITFR SYSTEMS AS517pAlIDN.PBNS dlbT BE71N THE!IN MARKING ON U HELIa. GGAn+'10 BMW AS MANUFACTURED BY APPROM CENTERNM AL70MTI G DEBARS HV SENT 8 :1LHALL 4.� LE2 AND 3.YIMYUM yW SIREMBIR FOR BO63-76 ALLOY IS 30.0 Id AND 347 Lai FORSEOIIINI DID OF 1ENE 2D1SASUMWUM DESSfGN MANUAL. END CONNECRON DIETTAiS 1-S,CONCAEIE/B1DCK SHEET 10kS m BE STAW65 S1EE1 304 OR 3 MA MUM SPAN TABLES SHEET 1 CaMR.Y W/FLD7FDl1 LRlLDI1G CODE SECIWPt 24113d4. DEL.AS PER ON Were WTH 50 IMI M01 YIELD STRENCIM AND 00 k.1 AM 7EISLE SmUMM ANCHOR SCHEDULE- CCNCRETE&BLOCK SHEET 12 (L ANCHOR SCHEE1 y- Cal&BLOCK SHEET 13 11017S TO BE ASIM A•-307 GILVAtCtgD STEEL,0R APO 30f OR ate SEREs SWHLfSS STEB.Ill35 Id MUM STEED S7AFAIOfH. ANCHOR SCHMULE-CONCRETE&BLOCK SHEET 14 7.SEE 7HE FOLIAWFCG SNEEF9 FOR ANCHOR SPEtaFIfJ1A710JCS`RV MADE 0ANCHOR SCHEDULE-HOOD f$13,14,15 AND aD SHEET 15 HV MADE OO &® YMMUYG IN UMSON: f2.13&15 UJSTALLAT►ON DEE49S N-R,WOOD SINNER 16 B.7HIS BERM HV.ACCORDION SHUTTER SY5IEU BEARS A U.B.PATENT B'779 � INSTALLATION DEWLS S-K.WOOD SHEET 17 YhTAL SUPPLY,Rx. .582 CORPDRENISi OF 7MS APPBOWIL ME COyEgED,INWtOIE OR IN PART BY LL4 PATENT e5.45B,f79 MM m EASrM ELD CONNECTION DETAILS 7-12&A WOOD SHEET 18 9.R SHILL BE THE RFSPOFSIBILBY OF 7HE cDNfl ROR m VERIFY 71E SOUMINESS OF 7HE SMUCRM WHERE sHURER IS ro BE AVACHEO To NSITRE PROPER ANCHDRAM CO,�ITRACTOR TO SEILL/CAIILIt ALL SHURER COLDOHERT am WLIQI RERAN,7HRU FASIEM N LSNM�RLOUS CONTACT mH THE BiNANO m PREVENT V1HD AREA 3f HV STATICS 81 AD ad7An y . la.EACH TINY MUST BEAR PERa:1NE14 LABEL N A VISIBLE PLACE BDH=MNG XMBI BURNS PERIODS OF HURRLCANE VJAANNGS HONE Of 71NANf,OR OTHERS,MIlSi L'ROPF7B.Y CDDEE ALL NV AND HO 7YRCAL SHUTTER ELEVATION CEN1ENNATLS AND ENGAGE OR LOCK ALL HV AND HD LOCI@ SHEET 1H 11.SHUnDR O R EVERY AER•g g.LA.SHALT,BE LOCATED QI A READILY 1 VaIME09.92 LD Me F AT ACCORDION SHURER In ACCORDANCE WIH SECRON 17M.9.3 OF F7ORMA BULLOING CODE ONE E40M SHALL BE AREA � HV WLNDOW ® A n A!1 V PLACED FOR EVERY aPERINO.lAF✓F1AV0 TO COMPLY WIDI 517RIlON 1709.92 OF TINE FLORIOA BUDDING COr� ETA A METAL.STUD WALLS SHEET 20, 12.BERM H.V.ACCORDION SNUTIER SWEN S RISTAt1/QION SHALL COUPLY MN SPECS HEWED IN MLIS DRAINING PLUS ANY 8111UHMI AND ZONING REGUUDIW6 PROHOEO RY THE Wfmc EOM WHERE PEHAU IS APR.®T& 13.(0)THS Ill PREPARED BY Tff erAEER IS GENEMC AND DOES NOT PROYCE INFORILAW F FAR A WE SPECIFIC PROJECT;Les MORE 7HE SHE COMROHS DE vxrE FROM THE P.E.D. (6)COMN RAC7aR TO BE RMoNMI VILE FOR 71ffi SEREORON.PURCHASE MO W01LAYMN INCLUDING LIFE SOW aF THIS PRODUCE,BASED ON THIS P.E.D..PROVIDED HE/SHE DOES N"OLWAIE FROM THE m1rmRLDNS OEfIVLEO DN 7MS 1wCDLLENr.CONSIRUCIION SAFEl7•AT SOE 6 VIE WNnU=R.3 RESPONSIBILITY. THIS DRAWING SHALL ONLY BE USED TO (C)THS PZM WLL BE COIM0°ED NWID F ALTERED By ANY Al OBTAIN PERMITS IN THE STATE OF FLORIDA (�SHE LE FOR PROJECTS SHILL BE PREPARED BY A FLOM REGLSlFm LICN R OR ARCIIRECF V41 CH WILL BECOME 7HE ENGRM OF RECORD(EA.R.))FOR THE PRCYECT AND MD W81 BE FOR 7HE PROPER USE OF THE P.E.D.ENGRNEER OF RECORD,ACIM AS A DMUMED ENGINEER m 7HE P.EM ENI;aHEFR StULL SUBIBr To TH9 LACIER THE SRE SANDPECI 1 D VaL S FOR (a)ORWNAL P.EJA SHILL 8FAR 1HE DATE AND ORIGINAL SEAL AND SIGIVIRI E OF ME PROFESSIONAL.ENGINEER OF RECORD 711AT PREPARED R. FLORIDA BUILDING CODE 12'an !igh V6110 ity OUrriCOile Zone: lit •yy' 0aos0 TR7EC0,Ox `````��,`••,......' C/,.AA//' •®Z020 EASTERN YEW.SUPPLY,INC._ s Accordion Shutter System TM No.441 7 o o xv MADE#1 W DR w/o RV WMWBLADE TLU.IT TEMIG,Q ENGWEMG COMPANY American Shutter Sy*,$®Pfl6 DESCROM DA1Ii WMI.er. rEP - /� 351L SF.SI.�,WMAX GARM ELa00A Jam AasootatlDn. Inc. 1 OLD 17-107 ./a/ Dve 7 a I: STATE • r�rsd> Pnm.:(WS)07I-1510.Fas:(30J)Wl-I511 4268 Wes(raads Drive z /2C20 �.�'••�ORtC••,. ' aL.o00 -0°'"u West PI)m Beach. FL 33407 a DRAVANG No s, ayE ••••.... +CIDER A Uff Jr.P.E. 4 I 20-164 L/SIGNAiURE/DATE run"U./µ1" a SHEET OF 20 '•;zoo_ HV D 375�^r O HV 90'/18(Y STARTER ®HV UNIVERSAL FLOAYER COVERED U US PATENT >Q 8179 QUALIFIED FOR USE W/ QUALIFIED FOR USE W/HV BLADED HV BLADE 1 Vww 13 W 6005-T5 ALLOY AND TEMPER IWALIFIED FOR USE W1 W 6063-TG ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063- U0 AUS�NO TEMPER 6063-76 ALLOY AND TEMPER 3228' __ 1.5011'._ u 124•-t•-: 065" 1� .870� ,2226' o n; •uf L u � �f :I rl_y1 rye , I� .092• ti A 4.636' ,.375' 9.Dr�. O HV ADJ,_ADAPTER W/LIP .... f2se_' i _ ...3.226-.- QUALIFIED FOR USE W/W ®HV WALK—OVER TRACK .-_szo - •"`'�- - - �WV ADJ. FLOOR TRACK BLADE( QUALIFIED FOR USE V// W O9 HV TRE a NCH TRACK =ass= --- 750' 6063-i6 ALLOY AND TEMPER BLADE C1' TEMPER QUALIFIED FOR USE W/HV QUALIFIED FOR USE W/ HV 6063-76 ALLOY SA BLADE 1 BLADEQCNLY. HV RAINGUARD 6063-T6 ALLOY AND TEMPER' n VARIES in 1'936' 6 -7 AND TEMPER QUALIFIED FOR USE W/HV "! _ t' _ t.9is•. c ._ VARIES .1.936' 6063-T6 BLAD ALLOYEA D TEMPER 7 M6Z o _.083' ...car , 'if .a, p-_.a.. a f--;`"I_`?f�{I�a93'o °vi '�;. .093'-)!•- a o n .125'll . � I-.��--�_��I • �_ ��_I � ... fir. R.:' • - ' • �. :v�. .060• m, .060' a670•'� Qyl +67a. y 1.688'_� m o_2fy 670' a--- 3.57.0' _ 3520' _ ._ 3529' 9 9 HV CEILING / HEADER `14 HV HEAOERISILL 93 HD CEILINQ HEADER/SILL 35 � 0 RED FOR USE Vl/ HV BLADEM ONLY, QUALIFIED FOR USE W/HV BLADE 1OONLY SEE SECTIONS FOR VAUDITY. 6063-T6 AL:aIr AND TEMPER QUAUFIEO FOR USE W/ HV BMEl1) 94 D WALL HEADEP ILL SEE SECTIONS FOR VALIDNY LIFIED FOR US /HV 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER DE NLY 6063-T6 ALLOY AND TEMPER T7 COMPONDd: A I B TI 72 r MN X MN Y tRi l I '`fit I X Y 1 2• 2' 0.125- 1 1' 1 1' 0.062 i @ 2' S'MAX. 1/8" 1/a' li II 3' 3' •0.090' 16 2' 5'MAX. 0.192• 0.192" 3 SIDE ANGLES e._ QUALIFIED FOR USE W/H 19 V ALUMINUM ANGLES 2s' 7'MAX. 0.190• (LIDO' CORNER POSTS BLADE BLADE 10 QUALIFIED FO USE W/HV _.__. ... _._._ QUALIFIED FOR USE W/ HV 6063-76 ALLOY AND TEMPER BLADEU1 ONLY 2' S-NAX. 0.139• 0.131- 6063-d6 ALLOY ANNDD TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(flon llgh Velocity Hurricane Zone; `a00 Lt1111111 ''/ 02020 TILTECO.INM -`-._-_-02020 EASTERN NEPAL SUPPLY.INC. BERTHA HVz, Accordion Shutter System !7 S E. ©/ m KV. KAM#1 W/OR W/o H.V VHNM r No.441 7 -- : --- — — — -- American ShuHer Systems EV.xa OEscwal�Otu __ 6 aac 1 ORA rN 6r: Mr _ E •-�. TIWT TESTING &ENGINEERING COMPANY Association. Inc. 1 '-DID t7-107 '�22 2010 0aTE_ 7 2 2020 ='fl' STATE 0, � f2�a 6»s KR aerh r.Su 30.7,w can cumlls.Rnxn1 aTifi. -___ ____....__//-_;__7/ ✓.� R=0:(305)1171-1530.F-:(3M5)871-1531 4288 W6fi1rOOd5 Drive z I 1 gyp: o-ma9:101cco1macam West Palm Beach, FL 33407 a�j—'-- -"' -" j" ORAWIL�G No . ,(�'•:'((GRID •'�' / rA-0006719 —- -- %Fs A TILUT Jr.P� _%_t_--.__!_.__1 20-164_ N"', ONAL RJ�`�SEAL/SIGNATURE/DATE a'aMA°c 144167 a I ______i_ SHEET 6 : 1 2 of 20 'D 2.2 93' (2 UWASM DECAST w INAMING 04AIM w am PMW % .3 O) ED=TURIS N s QJ lam op_4 61 4 (CMM PLAM I HV CENTERMATE QUALIFIED USE W/HV BLADE I ONLY HV LOCK @ HV EGRESS LOCK (0) BY RJANT a C 6063- OY AND qUAMPED FOR USE %V/HV SLADEA)& ONLY FIED_EOR USE W/ HV QUAUFIED60R USE W1 HV 6063-T6 ALLOY AND TEMPER BLADE 1 &(9 ONLY. v R H _CORNER CENTENO QTPAI IFIED FOR USE W1 HV BLADE CI)ONLY O.D. 6063-T6 ALLOT AND iEmpm C HM SIB* LGED TO 4.045" 2 MO SCM 2.079' I.7S3' _:.. - .1- t Z-360"AFTER RIVETRIG LIAM' I:I tic -.a BEMRE RIVETINIG x 3 S.S. 140-20 PAVNUT* w SERIES 94"ALUW=(2024-73 ALL"LARGE FLANGE WJ se %W WSW.PART f 0M.AS UMWA=RM BY A%MEL 0jVW TWM PARSffEIIY.NEW MMEY 07054 CR EQUAL PLAN FRCNT EMADON NV MALE "T" LOCK CENTERMATE C?) LOCKER FOR ar LOCK cENTERm QUALIFIED FOR USE W/ HV BLADEQ)ONLY H11 FEMALIE -T--LOCK CEN-TERNgE MY "T" LOCK ® FEY ALTERNATIVE LOCK T6 ALLOY AND QUALIFIED FOR USE QUALIFIED FO 6063 LADE&USE W/ HV QUALIFIED FOR USE W/HV BLADE(j)ONLY QUALIFIED FOR USE W/HV BLADE ONLY V1/HV BLADED ONLY. ONLY 6063-T6 ALLOY AND TEMPER IP 6063-T6 ALLOY AND TEMPE 1.917 3.161 • 432' -063, 142! CYLINDER OR 4- .082' Ir CYLINDER a.,- .0 7" .545r 7; if in CL875"uzn. a 1 .125'Mox. ('01 HD CENTE ATE W1 NO LOCKING ROD E W/ ING M T 0.. 0 7 HO CEWYERMAT logg 0 r OLIAL�F=T/L.14W,LADE:1,0& UA QUALIFIED FOR USE W/ W BLADE!1:& IA. HO CENTERM ATEPS INSERT 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADEW& 10 YARIM_12* t 'WWt-- - 6063-T6 ALLOY NO TEMPER %4�,A WL OR 3/8-�l 6 TH6uBT(JRN uasclm C"DER (SIX DEMS) V/F OR w *15, 1.57-MI,, OWDER -1.78-Ma b @ LOCKING RODS 1/4-0 CU ED FOR USE W/ HV BLADED '37sro - HD LOCK 6 -6 ALLOY AND TEMPER C6. ffif 308"0 16 '_41 W 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HCOK BOLT LOCK. -no 6" HOLE THUMBSCREWS '?ERIESSS.-INUMBSGIRMS QUALIFIED FOR USE W/ W 13LADE(D& (CA) CEDiNsTALLATIO Ul (1) 2RILLED_AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE%V HV BLADE I QUALIFIED FOR USE VI/ HV BLADE FLORDA BUILDING CODE(Pon Nigh Uelocity Hurricane 2one" 02020 TILTECO.INC. 02o2o EASTERN METAL SUPPLY,INC. ........... N A UT,, BERTHA \\CEIN Accordion Shutter System I N0.44 67 16 ME c M r,5�e AEA*DE3*MAO Mv.MADE#1 W/OR W10 H.V.%qNWN BADE American Shutter Systems By. &Lp TILLIT TESTING & ENGINEERING COMPANY STATE F W55&W.38h St.,Stm W.%VJIGM GARDINS.FWRa%331a, Association, Inc. i OLD 17-107 17/2/202�. 020 A%. :0,e Ph—(305)571-1530.I-:(305)871-1331 (DRAWING N. 4268 Westroads Drive 2 1 8�11:tftCC0G0L= West Palm Beach, FL 33407 a 'o" CA-0006719 20-164 VNIQ VMTER&ITLUT 70NAL FLORRIA Lb-f 4J'4.IGP7'- TOE?a SHEE SEAL/SIGNATURE/DATE 3 SHUTTER ASSEMBLY SCHEDULE FOR . ...•.......,'• .' HV IA HV (94 f 3 /8• f 1 TO 81AOE TCP CE _ .06 10 HV BLADE 1s. o6zs" .a6zs 8 ...�.._..�..__. WINDGY/P.J.OE•875".0 - ® HV BLADE to ^'. • 1 I •,9 411I—� .. I! ` : I 'CCPEN:N! j OE2 " '1875 Y +`K^ i I v g: ® HV LONG RECESSED NYLON BUSHING F= n; wiL�" = , , ILI1 "•i ® HV SHORT RECESSED NYLON BUSHING 3g !j RX ^ OU t RI scPi- ® HV NYLON HAT WASHER Lt O OR® :: 141n� b a1E0 R a7e0 ® WHEEL CARRIAGE AISI 302-303 SERIES I ) S' X�yp a HV 1 %e2675C" X 0.870"x3/16' THICK NYLON WHEEL - qr W .. 2 7/8"W:N. / -- riY lYd7CJiY 1'. 0.188"0 AISI 302 SERIES S.S. RIVETS =I ?v I 315`Q 2l1 SEPAL 1ICN ii o3 s0. " ® HV 1 W/ 8 HEAD 3 4- ACCORDION PIN * EXTERIOR mb-- I --L^ rA 6 3/4 5 - / .� .I.... CFE.¢pC5 i cm ®3 HV 2 3/4'ACCORDION PIN W/ 98 HEAD '� r 'id1,i .'LEnF�' rcYu an*,�•, ®4 POLYCARBONATE IMPACT RESISTANT HV WINDOW I '' - !I�i!; 6:n•; ' TYPICAL HV WINDOW BLADE iA- AND ¢ii: OhIAT I •� ,, � ; , _ OLYCARB E HV WINDOW DETAIL a NQ7E FUR 4 13 '� REOUIREUENTSi LIOR rl ! 'I ;�:Fc��cgESrtr�:r 'MP�,_T..��_i:5�5'iP�T f T_'t�•!q 'J: i ti_..a IAYER .'Y,KP:jL0fI 3103 FOLYCArZCONATE - (yi ra.^LEr}ur.CE SC•JS, UV-STA86U7ED GRADE .R SABi-- PIN REQUIREMENT 7 ER 0 y I rc.LLE -',.'OV.ATI% AS71G L E'XA^I 1 G3 RES'" j i L. 1 (SEc t30TE ,J SH=�T ?Bj. t I. : OR -1� �ttti ti SHAL f+L:lAYS CE CI:6CD A.I A L r..(T=P.�� 3® Nww ^•f.! C rc „ n? u; t1 [ -�II! FCLYCARBCNA'''E SOU FOR 44 1i. f:U 1-c5 :ii 5i�TiP: 1f 'L, `-''� I r s:' -i:: L 5!Ar-w. TYPICAL MEMO AS IF RLY ; EXTERIOR ra7_Jes :1�• :1- L' -r-mu.F4a°CG�.'3 RA4CSR'1 r�.:bl i - _._. ii.i.S• HV PIN VEMCR�n.)A7 1 BiTErrlcz wvs:sa-. ,r," ' 1 r. =iT.•i E 'i1+1' E= IIS-_ 11': I-i' -! F: .=F.'D ON, AT 1't* OR 'ii ssucaxu mm� EXTERIOR 30701•d <NUCKLES'OF HV ACCfYiDION' SYSIE!.! Wi w(D �j OAOE'S Kr UCP E. ci O'3.:s•••' ME NOTE* ECR Mem W,M T.f rSAr D762 LA pp BLADE PPEN CORRESPI)NOING TO ID!ST'__:T ON 1" SHEET ?. RECUIREIM T=) C.La2 Ci J ji I ! c.^.iE VL•ib Sii�=YiTH ASW Mb 9.CC7 i,i. 0MC 0", r_� e..�.'•�.-a T�.. •I`. r:'ILT.h:'1h.::M<T�.c:. 1SU'7•f� 'u:::=1 _.aCL : 13 H. . 1'J @3 k) :% i; C,.!. T 4 c' Tt i?CP: _ WASHER 7`! ��! FOW*A!C:7J1•: 31 F ::CC_(;T ,11 'c7A' A t,• - f, i •JL'� iI •(• •, SI-ALL �= USc O.R V' •LjN N:_ U!..TIC-N ER I TAIL ) '+ I ( J2 C,I-'L'-; �'�1��' �• � : a�•.F^.1L-„�53�^yil^c..: sFu Y.c se f:.:si.. r.F--V:;c ( WHEEL CARRIAGE DETAIL eueAt 0 r:r d 0:,a: 472 s L:.c um .SER!BLY LAYOUY O= a e_N.c r.•-ea M. 1 CIA. Ci e - SE I 161.ICLtt tiw bt i'6 iii2� low C155 Rmm'..r+'iF.-7rW4 4p.'i7 f-ml G_l'. S'_22 Cam.:. 63-G!-4 9 HY BLADE SOLOD & 9A H%f WINDOW BLADE DETAILS nSL'Srs.�TarxZ::M%—, ��,r3S SCSI ee2c1_A•. N.T.S. FLMDA BUILDING 'e!oc!tY Nurr!ccre Rone; ,Y._... r,2620 71700,RIC. -_Tye 1212D20 EASTERV IXTAL SJP;:L:e, INC. . �,Nev indrTl rf�yl n BERTHA HV C —°� T.f D�•��c \ d o l� o Accordion �LLl �fl System. �• �d 1 G e n iiV.E:^�E 1 W/OR W/0 H.V.MCCAf BiALE Np 44 6 Ameoican Shutter Sya ams -.'I EY: IAA TILUTI TESTING & ENGINEERING c COP.IPANY Association, Inc. , OLD 17-107 2/2o2i Cyr• 7/2/2020 £.1M 3:5.%U,1MA fA DIMF.RZ&+ 1:lie E •; '` PEa^e.(=)M-7536.FCa:(35=ie71-1E-31 ?268 'We:trocds ]rise 2 CRAWING Nv STAT p c-mu.:tir,La�eo!..:m y West ?ctr17 Seech, FL 334C- 3 �� w A �O'•• F �r. cc-c70671e c %'PF • �ORIi 1 CALfE.R A T:LLr k.PA. �'�i 15''••...... ••%•\• a`< Leroaa Lk.P um7 5 F 5HeET C 20 unR1P ®•®O1 I 9 �a�aa ®•®a m�® *NOTES ON HV LOCKS AND CENTERieIA ES• l�'" � �•®� 1.11APJ11AIDRY OONDIRO JT:ONE FN LOCK @ or(5 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN t I iOR 12'ABOVE OR Y! 2 OF SHUTTER SPAN PoR SPANS UP TO 1D5�.AND FOR Q TIONS T ANY ELEVATION.HV LOCK or MAY BE USED AS AN WIDE OR OUTSIDE LOCK,ATTACHED OR CEMERIAATFS W/(2)1/4°0-20 x 1/2"LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER EIEYATION. .---' 1 II ,.r 2 IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP To TWO HV I m20 !! t I ! }• 4 -( f I :i i II II I LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES Q JII �; ii 'i '! Il {• l; d': fl I 23 OR&SHALL BE AS INDICATED ON NOTE(1)ABOVE. •�-" ( !I 'r I I; `} :i I; C�. I+ (i + LOCATION OF LOCKS SHALL BE AS INOJCRTED ON TYPICAL SHUTTER ELEVATION. I i; s ii . r e jl 1, ;i. :I I� i �2 lS L W/iIV90 H.V-qOCKST: LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY II ! �. - •_Sax 5 �6 w i�'0 ra�4 i1 ( i I• "2°"�3 1 BE USED IF DESIRED TO ENHANCE SHOOTER PERFO MANCE. LOCKING RODS®OR AN ALTERNATRIE DEVICE i MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). jj �• y�� `; r, f I 4.uwn►TOTTY C(?NDDION�2 ONE M/LOCK®a ®SHALL SHALL BE U AT CORNER OUTSIDE OR I FOR ANY SPAT'! j j ,I ._r-� 1 iE Ij �! " ��• "1 I. AND INSTALLATIONS AT ANY ELEVATION.HV LOCK¢or SHALL BE USED AS AN OUTSDE OR INSIDE IaCK, j a I' ) i. ;t i i! j' l! •�' ii �1 it ii ° i� 1 ATTACHED TO®CORNER BE USED. LOCATION i/40-20 x SHALL LONG FLAT HEAD S.S.TYPICAL TWO LOCKING RODS i I11 i, i! '' AT TOP& BOTTOM SHALL BE USED. IDCATION 6F LOCK SWELL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. we d is ( fi MNOMIIM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. IdAN?L1T0?Y COND-R N fit VAUQ ON Y 'OR C_ � ' it OR 22 r ONE ALTERNATE HV LOCK'I:•MAY BE USED IN UEU OF IN LOCK fz or F03 ANY SPAN AND INUkLATiONS AT ANY ELEVATION.ALTERNATE LOCK®e1AY DE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-2ax3/4'S.S.THUMBSCREW TO @] OR®CEMERMATES SHALL BE MADE W/ VeO-20x3/4"ALUM. f i^I li t I ! 1 i i' �° v ES O"11y0p '• ! 11 !I ry � RNNUr 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. 6. e+4vdsTOR'f CONDITION J3 FYSR KIMME MOUNMG It1'TAU ARQJ,Si ONE HV LOCK®or t' or SHALL BE \/'✓'' j 'i 'j T �' �I It i' i I`�� I USED AT 112 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP , 1;•i 11, r it: 9 a: d {` � ! �TO 98;AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK @ or @ or®MAY DE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO ej or @ SYMAETRICAL CEMEMIATES VI/(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE END `-� ' : _ d M•S• LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS CCNNECTON _,� i -�. �.� r� '� .r, - ,.� v i .� �•' `OR TOP AND BOTTOM i5 COMPLETELY MANDATORY. _.' -�__ ___•�_-- .OETADS am SHEETS8 7YP. FULL' - ��, - ' :-NOT OKI NY "T" LOGICS AND CENTF STIR :TES; HOGNT. �. OF CORNER ! 1.SECOND ALTERNATE TO HR"`ATORY COIJDTRO'��r tlA!O G;_0Y FOR hV Y IOGK�,�41Q�'gfiERM.1 "O I I MAMM=TH -' ^ - CENT'ERMATE 1 ONE ALTERNATE HV'i'LOCK S�1:AY BE INSTALLED IN UEU OF HV LOCKS®OR P.S FOR ANY SPAN AND as m�,+V-®ox10 •3 I INSTALLATION AT ANY ELEVATION.ALTERNATE LACK i�d AAY BE USED AS AN INSIDE OR OU ODE LOCK.ATTACHMENT I (®,'��' V I OF LOCK®01CLUOES USING REINFORCING LOCKER r, ,AS SHOWN ON SECTION HVG, SHEET 9,1VHICH;RUST BE i 10+IL J°R-t+©at(1J7+I©a CONNECTED M CENiEWJ'ATES®AND®W/1/4"6--20 x 1 1/2"LONG S.S.THREADED BOLT LV/7/8"0 x 3/32' ^ WWGiRIT OR VI/ 1/4'0-20x1'SS.M.S. INTO A 1/4 Ax 5/8' RNNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' ^ i (,+V+3er©+ 7 -al - MAXIMUM ABOVE AND BELOW MIOSPAN.USE OF TWO LockiNG RODS 0 TOP AND BOTOM IS MANDATORY. O+,1g-1B•03�3+®a13•�g = *NOTES ON HD LOCKS A CEMIERMATES ' 1.HD LOCK U Vii NO CEa^IERNATFS 31 OR 132 W-1-1 ;ONE ALTERNATE HD LOCKC3}MAYBE USED IN UEU OF TYPICAL 1 HV ®LADE SHUTTER ELEVATION } HV LUCKS 24 OR FOR ANY SPAP1 AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR N.T.S. 1 REINFORCEMENT INSERT I@ AS SHODE LOCK.ATTACHMENT !I ON SECTIONS HDB-M OF RD LOOK B AND�HDC-HVC,SHEET 108LOCK MAY BE INSTALLED AT 7 MIDSPAN OR 12-MAIMUM BEIAV OR ABOVE MIDSPAN.USE OF LOCKING RODS I@ IS COMPLETELY OPTIONAL.. FLORiDA BUILDING CODE Non High Velocity Hurricane Zone, - �•-• �R - 02020 71LTECo.LUG. _ _ - 02020 `e�r, P T_tlll�llll 1')(E ,, a , , EASTERN UEErALSUPPLLY. INC. `_ REST� A HWTM 0 Accordion Shutter System , / ave. ` H.V. UADE u1 W/OR VJ/0 H.V.10MI 31AGE t =_= ' . American Shutter Systems -•Lv.N DESCM?1ION r DAYE DRN.,,'M. MB No.441 I ;_-------r----..- -� TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 17-107 7/2/20ZU DAM- 7/2/2020 6355 t1.17.JSUr.St,Stc.305.KRUFA CA"EM.n-OMPA 3316' STATE 0 1':mne:(305)871-1530.F-:(305)071-t551 4268 Westroads Drive 2 1 ORAVJING No e-mall:tat a..a..Leom West Palrn Beach, FL 33407 3 F<ORID • � -- 1VALTM A.C7ULf1Jr.PX- 4 _ 20-164 i SS+'• �\ FURM Lt..11 44167 s SHEET ��Arii /DNAL SIGNATURE/DATE -_ e 1 5 OF201 -- - CONCRETE ANCHORS POURED CONCRETE POURED- POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE.. REQUIRED 1/40-2W/4-S.S. CONCRETE REQUIRED...__'.-. ....'..___' REOUItffD ©O1J"• - - - CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS (SEE SCHEDULE NU /4•z (SEE SCHEDULE ON SHEET 13) -- ...,1". 1 18 L�Yb=(SEE UOUNANC®ON SNEEI`7) SHEET 13) NUTS®12.O.C. 1/4•0-2o 3/4•S.S. I ecn 1..-.. EQ--ED-: MACHINE SCREWS -EQ EO USING 1/4-20 NUTS i =i -,l gl ®12 O.C.) --- 0 15E.D* „. 3L��11 .zs0•MOx. ' fT &:1 aR y 5 13{7 .250'No>r. 1IfIMom. 9 I: � � i 1 q ,' _ III7 F..o• `oPIONALIN.SGVRJM tl IfE ON ji y+r {(I1 _ I ?-111 RXW AMA T 2 r I I- .) .OR o � ) �L1lF!i MIN. SEPARATION To cwss ,,,STING { ON� at (SEE SCHEDULE ON SHEET 11) 19 r 1 S , ® I F7DSTING 1 [ ae�aaL� �I MIN.SEPARATION TO Guns cuLss GLASS--i EXISRNG —(SEE SCHEDULE ON SHEET 11) cu1S5--( ©HY WALL HEADER_IPfSTALL6tTION C) HV VIALL HEADER INSTALLATION Q HV WALL HEADER INSTALLATION KEYSTONE E)DSTIGUISNS--i .. ............ .i p i i i i i t i MIN.SEPARATION TO GLASS _ N.N.s1PARO,a1 I { ® I (SEE SCHEDULE ON SHEET 11) ,1i-, TO ouls II 1 1 u 1 1 OR 1 i' i t E suSNO ! SODDIAs a Saas'r I• @ t MIN.SEPARATION TO cuLss k I-tt Ta7 BADE mua ,tl 1 1 �`-(SEE SCHEDULE ON SHEET 11) I j, 1 s I F :� 1 at Sw 181W , 1 ��t�� y.l I.i. - T--. a/450a 1 F71=G I !!!1 �` • • ,- !-OPi10NALi114 I �I tl 711I 1' • _ s { Nye E. .__;� t I P I S p I �J 1/4'1AU. - , OPTIONAL ;), I a 0�1�J ii 13 oA15 E.Do. .y31i iie�,•• ;11�, E-• 3I `�Fil�av -�.=,)7 I' :'C{L t• .1SY. _ Os 1 \ �)•fryllL...l Ili: 1/2•.. {NR _ED -EQ' Qj- ON .121- t •... -. .^i. � -- 0A 14 . .'- _. r__ 7 � PH4•aPS0THUSS NERD 7 lan. � . -EQ•,-,ED_ IW 1.I I//4U'0-20s�3/4'S.SU.1 PHILLIPS • `I CONCRETE ANCHORS 17 18 MACHINE SCREWS USING -. ... CONCRETE ANCHORS ,-,_. H MACH E SCREWS _1'_ 1/4'-20 NUTS® 12-O.C. (SEE SCHEDULE ON YI/1/4--20 NUTS 0 12'D.C. (SEE SCHEDULE ON SHEET 13 - f Min. POURED CONCRETE SHEET 13) POURED CONCRETE,. OR CONCRETE BLDCN OR CONCRETE BLOCK - - ... .. CONCRETE ANCHORS REQUIRED "ALL RE LRED CDHV WALL SILL INSTALLATION (SEE SCHEDULE ON �HV WALL SILL INSTALLATIONPOURED CONCRETE. SHEET 14) OR CONCRETE BLOCK WALL REQUIRED ® HV WALL SILL INSTALLATION ry spy 1-SEE SHEET 4 FOR )KUfrF E INSTALLATION DETAILS dY 1-SEE SHEET a FOR TYPICAL SHUTTER a �^ E L E.D. =EDGE DISTANCE ASSEMBLY O SEE LIUITATIONS OF USE FOR y� � 2-MOUNTING SECTIONS CAN B �J\/E COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE IA ON SHEET 19 U H f7 BLADE IN ANY WAY TO SUIT ANY WSTALIATION. FLORIDA BUILDING CODE(Won giligh Velocity Slurricone Zone" Og�(I(III 'I7 02020 nLrECO•INC. v©2020 EASTERN METAL SUPPLY.INC. a Q Accordion��ae�ta��System No.441 7 H.v 1r1 W/OR W/o RV Y,fi'�D0t1 MADE American Shutter Systems ms „1�•;,. D MpyloN DATE DISYRI Br: 1AP TILLIT TESTING&ENGINEERING COMPANY �^ Doss N.W.35 n 5:..s1a 300,1nRG aA GARDENS.noDm,3310' Association, Inc. / OLD 17-107 71212o2: DIVE: �/2/2020 =-0 STATED Phcm: 305 871-1830.Fm:(305)871-1531 4268 Westroads Drive z 9'•• `n ( ) DRAWING No %��•�FSOR19 .•;��' mal �10OLcrom West Palm Beach, FL 33407 s 20-1 64 IIIAL Y`��`SEAI/SIGNATURE/DATE FLD� 44187 s SHEET OF 20 PWRED CONCRETE A.WhCRSral ....... CONCRETE (SEE SCHEME ON SHEEr 13) OR M.SPAWL ED STING TO ams REGIRR: .1 FOR aAz Wm SmErr MASS—' EDGE OF (W lee FOR EL42 IF •(Sm S:NWAE ma, EXISTING j 0�d MPUCASM GLASS- ALM CHITE", J I'LASS uICATIONSI w HEX WASNER WAD TV.SCREKS 4,12' O.C. tno..-CONCRETE M • Y CHC:r A 1APPUCAME (SEE schEriva on sHEEr p) M ExvlrllB r-ASS- EDGE OF SLAQ r -r ,1,2"i-!;j-, EDGE or 7— _LM I 0PLCASLE APPLICAPIE I - Ir l AFFUCBLE FOURM FLAT WEAD'.OXC�--E MCHOP3 *.mu al'aa. E. (SM-�Wmlj!_ON SK-r Il rm ere ogz _)09 RE" is- J. -A -.1\ ON sw 9 rat A OR i moNErE MM I .. REOJ vLAT HEAD CONCRETE wwwjmd 1, REOLLRED E 0. Saim-E ON 5�fzmv Clam r T�tp) D. . ........ ;111)TRENCH INSTALLATION,VAUD ONLY FOR UP TO +70,.-75 PSF A.B.D. Q HV FLOOR INSTALLATION t J)HY 'eJALr,-ovER iwsmuvom DES[M.' PRESSURE RATUG x FOR SPAMS PER CQ) NY-CEILING INSTALLATION SCHEMA- p3, SHEE-1 Il, CONCREIF ANCEOR_ I =_%� � 4 411wJ (SEE SCHEDULE ON !!4-0 aw sjIlD:To=j D/ t J7 SPEET.. J I I, 'r Fxlq_.o:G , ==UTA=lu rLASS • --ArT&--3 IXN-%R.M-MS I/ FlISl:%z U.'ETING 01-Jel?FMB:5 U.N.alaMV.117 0 Gr NS IARSSR TW:*j% cc Ll Aprv-'-7 ;I rsSA,.mr AT V. RZ6 , -ANt.- • , o , :Tr.)'MX=I CJ SM! :/,i4- -� b.- -L j:Ox3/4K-.: umu�- , r j. ) TFY #-4 ! I% G If"ox.Et A V4_9 r CR B.S.M's CONCRE!F AX'H'-'.:ZF 'LE 0-4 jrz kEEL Scam, 9 C. C. L - C.C. I -ELI SA 14) i37cl CIS! 1/2 _-W Q�7 Mar-CIF A 7/B'___!. 1 7/V APPLICABLE C.9"u.c. CCNCREFE AN'.'�OFS SFF%3TZ 13,'" FURED CONC4EX '.SC'-SMMEMLE M ON Sp.r T I -SEE bXPE Igo MCCK - RED CONGITErl of.,$Herl* I �R CCICRE7Z 3_ E7 14) 01 CCUCIRETE 61.uIREe ,01;x REold"FO OFT ICIKA_ pll;:rm KMESTME-MUNTING INSTALLATION C7, HV WALL FLOOR IKIS-IfWAT N -OVER 9MALLATION C��X".RET: MV VIALL W M*M-UM ASO. P;r"-WJR_- r:.I _ALK j-ED wvw=s,,vjnER SFAM W-O' ZINGUARD INSTALLATION t 7M IRS T-V-11 11 BE it. r.'.-= AM: -m L _Z�E DI.ETAIjec IV SHE Llf1QkT&43 Cr USE 111M. S= AcaT Ep. Sr:�-ISU 1 FLR TVP;CA'-ShbTTER EC!:%-A-V.S 01.T"al 13) A::i �!.7;OP ASLE ASSEVELY Cr a OR MTFM4'_E 5,A_E-�:C 11 SHEET 1 S f H V BLADE Ms CAN BE INSTALLATION DETAILS VVZ 2---AMMING SEC71- EG 3.15MI WAII TV SJW In FLOMP. BUILDING CODEMC-1 vnh Wei-icily Imu Kc, -u Lo ne 7 w I _3020 7:LTECO.tW% e'l 20-,r,Etzmm;max su-pt:t. !r u. L Accordi BERTHA HW,, NO.44 67 If I rME c�ow,,7` A.V go' 0 Kv.Eum#1 wl rR vyo Iv. V4=1100DIE Amorloom ShuftGr Systems Ey.U, DATE cavoi arz N.p TILLIT TESTING ENGINEEPING COMPANY 0 9 If..ZEM St.St- !.;9,5= FM.Ea Associdlon. Inc. I az 17-107 712/20:1 V.qr- 7/2/7020 7'�ol: ra. ;? I'lo.. STATE,r -58 %lestroads Drive 2 -DRAWING Nc T-0.tife-C-L— West Palm beech. FL 03407 z M_ 10671% A.TILLIT Jr.J�RE 4 20-164 ZONAL E/DATE, FLMA L-.P 44167 6 1 HEfEt SIGNAIUR 4-i �7 OF�2O i s r--, - INSTALLATIONS Wj (f HV AN AUERMUES XI LOOKING LOCK®a�T OUT i j ag 1 N r EwsnNc cuss $ u�E Hv�ocK 5. �A, I I --_.� I BLADE SU=DMIL HVir IS VALID FOR ALL ( ®LADE en�j / H.��lry CENTE_�R1 DATES CENFERLATES APPLICATION WITH BLADEQI (2 It' . (21 OR 2$ r c EWD WALL CONNIEC OBI ( ,�y I L 10.15°©+��+� �Ewsn,uc GLASS TAILS ON SHEETS 10 & is ..r 8 Da 8 • . 2747a1/BSO•_2 1 ; ; ®•©m�+®ar 19+© 3 1 4" . IIII _ . ...__�.. 6.i/2 7.(6063-TO ALLO»ALUM. ANGLE V/(2) , 4'o TAP= A I ( . CONCRETE i -,/2• �,©.® OPPOSING SYMMETRYCAL (�PlaUM4& ! ; CENTERMATES MUTT 010.3/4'S.M.S.®12' TELL MIN_SEPARATION sas To nIBE O.C.FULL LENGHr W�' IiV LOCIC�2$ors! To class AT EACH ANGLE.(TYP),E ; I Wj HV LOCK or (SEE SCHEDULE •.'?,`•... ON SHEET 11) IN P A. 0. - - -' - -- ` — - - — - { i L. ®21' ° 22� 2 t,-- 4 22 H�/� ® W .25•- H1l+C O+®�©•O yyp ` OUT lO S ✓�+©+©'m H "A 4i®�©, 7OOA®�tO+Q°� POURED CONCRETE OR 1 '. ENISnF7G G!/15.5 CONCRETER BLOCK WALL EXISTING 0 5 •_ -•- --------- -..__._. - 15+ Bael 8ae8. 7w� „ + 1 GLASS ;,: •- - TRICAL ------ �°'�' T 8,• 8w19+ 3aw19+ 5 Ews,Nc SYMME MIN.SEPARATION �• © Q �J GLASS ,A C [VTE�MATES `7&• I N 15,®�Q.��®+ To cuss rJ, �X'L'c' (SEE SCHEOULE I 7 — . as®.® W!Hv 4QCK 2fi, oPnoNAI i4+.y.,, _._ (LNTERIOR) ®*O®Q•®m 19•(� ON SHEET „) MIN.SEPARATION ®w®- -_ __ —._...- _ 70 GLASS (SEE SCHEDULE IN I OPRONN. ON SHEET 11)' (INTERIOR) v __OUT_: If LCONCREFE - •a " -- -�_� ---- --«ja�;•,�. �d��CC' , .�, /•O L. •.�� ., ANCHORS® -- ,B'O.C. �{ 1 - -- 3' Q® 21 �5 L Al! ,• f 7J,, �:' VARIES �.i� _ — ---- —---- 4 MAR.SLACK - 6 35' 1 �® OUT : 6 1/2 -_ OUT ,a 3� (3g, (EXTERIOR) Y E HVF** HVD _--- ry- __- FLORIDA BUILDING CODE(Won High Velocity Hurricane cone; \.� E ( --- ```��1111111,t;1b1 02020 TILTECO,INC. -- -. -- _- - -_ --_©2D2D EASTERN METAL SUPPLY,INC. _ �\C\1CHE�..F/�'i,�'' Gi tit C 1� BERTHAAccordionShutter er S J No.44 6Tem- a ra © , o H.V. BLADE#1 W/OR V1/o tiv WWII sADE T9 �i='��- T(LWT TES71PlB @ ENGINEERING COMPANY A4Pd0aICWB1 Shutter Systems Lv.12, DEscah nDN DATE DRNM BY. LIP _ ass H.W.ML 5L,S,m M3.V GIVA CARDEN%FLMMI 3311 As Racla$lon, Inc. , OLD 17-107 _'/2/20Zi,DA,E: 7/2/2020 Ph—:(305)871-1530.Far:(3051871-1531 4268 YYestroads Drive `2 -- �%'�.<`• F�ORI IN:�� D=l tnta...Lcan West PGtm Beach67 9 , FL 33407 3 — DRAWING No �Nal ��SEAL/SIGNATURE/DATE WE. FwwwAALTER A.�14416i7 B S� �� s 8 nr 20 ALTERNATE INSTALLATION W/HV "T" LOCK -d-! HV MALE/FEMALE -T" LOCKS CENTERMATES (29)fa9 & LOCKERS �t Wj �9 HV ®LADE SEE END COMMON BETA c ON slims 10 P.pu F3�IwG G1A� INSTALLATION :9: HV BLADE OUT !; .. j IN `�, MAUpMACK 1><wL W.WMATED DT1 SHEET a b91f FID CENTERPAATES � o AS RIILREO A9 WMEI SAL FiDh M MADE®DETAIL N00-M. 1 i i a m B•7 4 8 10. 3 OmICWoN THIS SHEET.YAY B2 USED VITH THIS ALTERRV ' f .fa•®m®' ®'©°, INSTALLATION DETNL Imo SYaM 011HIS SHEET_ SM END W 1 COMMON 1ON - ©•O•©w©�:®W AMAW ON SNEEII6 10 & 90 (6R6]-76 WILD/LILY. H j � ' av esxaaTE aPrmtra psvlD=TO ' ' --------- --------------- a ( 34' (arHiuNALI p161o,I/r sue To nwE � � , i .�-Q,mu/s•sus.olz' .._._.-. --------------------- ---•-' ---`------------- -133--- •--- - AT rue Rmm aw);I - \„ ' 0.a.IEN61R. •t I 7 4 r_S 30*HV T.. IN (4)PIN Hmpa - IN Pa H ).._ *sue - L'. LOCK (INSIDE) i 1' ..___... P s:ff..-. ._..- ----- '-----T'�(r- '-- - ap�5........... . (s>=sa¢wIc - ( 1 ! m.�.._2 J11r_ Est. 28 (-1 OUT ,31oR32• # 33 :ifCR32' F�31OR32' - 31oR32 i SEE NOTE 6 FOR Iry LOCK@.j �2i: y�( 1/4" 0-20 x 1 1/2" S.S.M.S. !35r (OPn�L) •r LOCH.on SHEEr s >Y t l W/ 7/8"0 x 3/32" SVINGNUT. (o�naHu1 DB-HVB OUT H©C—HVC 30 HV "T" LOCK (OUTSIDE) gV © SYA�MET_RlCAL_HD CENLERMATES SyMhLETRICAI._HD_CENTERhWTES Q _W_!..-3E'•LOCK_�MERIORj SEAF`3 0064 AUIYHNIR! f7 l3� [(2DM24---l7ALCM HME FLAGE NalrACRm OY a.3wr PASPPNT NEW JERLY o w Ea1w. ( ._._--�J•�a®,�®e�08•�7 v �L ®a®•®a�•®��'® "` 3 ..._ $sQ#�nolEs av LoaaHG HY 5i®a xs®Loos oN s�-r s, :•+� 5 ,. -,� ^ •t V r.��-' © :K#UNMASN.ft0A1W0 6lMY®DEFM.NYO-rGD B I vwo FOR A3.mREaswcs AvsunRxes eTn1 MADEO •r. HDD—HVD$e FLOATING STACK RORE_BUII.DR CODE(Plan High Velocity 53u_rricane Zone 02020 71LTECo,iNr- ©2020 EASTERN METAL SUPPLY INC. Cz Accordion Shutte--'rSystem Z�TMLI-Ei_0 -1 Mal m 10 RV.W-Mr.#1 W/OR VIJO 10.'AMM MADE ' No.441 7 _-- ------ Amoetcaaa aisL9i}sir S7 sfiasnD *• :w C1�� Ev.Nor DEscvuoN— 6ETILLIT TESTING & ENGINEERING COMPANY DWffY un L1.P J1s W55 N.V.3m.SL.SW.305.MGM%G.RCEIM FLWU 33E AsgocinAlan, ---- Inc. 1 I OLD 17-107 i�2�202 DATE: 7�2�2020 q�_• STATE(- �`,� Ph..:(30.5)871-1530.Pa.:(305)971-1531 4268 Vlastroads Drive 2 DRAWING No e- p;thu"TOOLCOm West Palm Beach, FL 33407 s vv�5 g off'••FCORC�`. :•:. CA-0000719 60—1 64• YMUM A.TUETr Jr.P.E. ill";";MOM ��A4`�SEAL/SIGNATURE/DATE F10f°�'a` s 44167 s 1 SHEET OF 20 a _. .. ._ _-........._..___.__.__ POURED CONCRETE _... POURED CONCRETE _..POURED CONCRETE -POUREA CONCRETE OR _...__ .._....__ .._ CONCRETE BLOCK WALL [ ._ ........ BLOCK WALL REQUIRED ..-. BLOCK REQUIRED OR CONCRETE OR CONCRETE OA ' REQUIRED - BLOCK WALL REQUIRED ` OCK Q ' -1 B Y -EXISTING GLASS[ E%ISTI.YG GLASS i CONCRETE ANCHOR. �E%ISIWG CLASS T-'-7 / 2•MIN.. .i EJOSIING GLASS .2•MIN. -� '�8 E0;i''r—EO 70 GLASS TO GLASS(SEE MLR.SEPARM MIL XIO TS1�E��©ON SHEET TO GLASS(SEE •• MIN TO MASS( SEE SC"=LE ON FAT 1/i6'z3•ILA%. ON SHF77 19 ®� .•I salEntnE ON sxa 11 FOR SLATE QYJJD (6063-T6)COM_ - 61ADES p& -•��____--I___t1 FOR BLADE _. FOR ISLABE_ (LOCATE AT ;�„ i__-.-.-__.._____.._._._.ON�T 19�+ ALUM.CLOSER ,f .'. ---.ON SHEEP 19 FOR 1/„ ` 1 __.___. BLADES 19 FOR (D®9 EITHER SIDE 9 mpg Q9� PLATE.(LOCATE 1/2•F .\._..___..._._.._.. �1`1'I BunFsp& i �°N AT EITHER SIDE MIN.'- ' I 1 1/2•MIN. .-._.....__�..__.. .. _ _ �.^'---.....___... � / - _ ,4-USE 1"OR 2"UA7C gto><t/2•s.Ms. I I ! '{ -------- (AS APPUCABIE)t2•a1/6•,e•-2- O.C. �. - --_-•------- , . ALUMINUM(6063-T6 ALLOY AT MKIHFJGM r b__r- -' 1 10s1 2"S.MS.TO 4& je `4,_ ,��__._._.,--__...____._.� �� (2)1/$0 TAPCGNS ANCHORS TO �, _ i r r: SEE DEFLATE%Fo WALL AT 1.O.C.(LOCATE AT r I SIDE CONNECTION I OR ' E EWER SIDE OF Q) I 10,QR OR SEE OETAR.%FOR�; �,•° TO TRACKS _�_ OR ® r :-- -- --- SIDE CONNECTION _ o u 6• w 0'• SEE DETAIL X FOR 1 ©w®mO O Q O 1 b 7 8 0• TO TRACKS •a ® O O O ©a EDE CONNECTION ��' 6•7 m 6 m 0+ 3 m 01T--cg%b �i� ®O1 �° m -�.{�o,,eti-;.®w 10•®m©• 3�+©•®" TO TRACKS f0 s 2 V•®'®•S!-®•®® 10•®'®•4J'-©•®m L©„��•O•�a©•�•®" ;�•Q7 •Q7a©•7Q•®m O.O'©mO'O•®� ©•O'Oa©'O•®m l'J'�m@• ®°' B 8 7 ®•�8m®•�®O8•�7m ®.�m©+®°'®•®m 0• 19• 1 . A �•®w®•®�•�w O•�w�•®a�•�m®•® B• 8a 9. 3ml s w O ®a� ®°i®®°'®•� O8•®8m 1�9+�u1©•®5�+�•� O O O O AIL U•® END CO�IPIECTION DETA 3 DID CONNECTION DETwig .�- END CONNECTION ®EVIL END CONNECTION L�EaAII.® � �_ POURED CONCRETE OR 1 d+ REOUIIED ONLY FOR SPAN!.- GREATER TWW 12'-W • --•,1: ---; »-------. ! *^----- _ f� E%ISTING CLASS i CONCRETE BLOCK YlALL dJSTNG rl� ._ ; • -i 1 i REGUIREO -__V 1; GLASS `4% lu _.... ._ ..._ __- _.-_-- -- E ` i MN SEPAPATION 017•,1/2"S.M:: M MASS(SEE ® Is- M4.SEPARAEON -� j��.b—_--_—__ SCHEDULE ON SHM i TO MASS(SEE 1ILAOiS I CONCRETE E (__..-_1e2"-MIN. SCHEDULE EL ON SHM pA1JD rr1 .�--,-•'_-7---------- .�___ --�� OCROOR))OR ON SHEET 19 FOR ANCHOR 0 1 -- --•- � OR i TJ OR�ORQ CONCRETE I \, 4j !~ ON SHEET'19 ___..___ j ANCHOR l EQ •v� '1 CS BLADES 08 .:r_______c=�__i OR(g 0 Is' O.C. 1/2"I MIN. 2 tI t 1 �• " EO �._.____.__--^__._.:.T t6`I CR®ORQOR i� 2"TAN. f I 2"MIN. I 0 SEE UMRA710NS OF USE FOR • .. I.__. ... ... ._....,____ __..... BLADE IA ON SHEET 19 OR 1 3 OR(9OR@OR@ VIEW —� LA DETAILX Q;oR ® ®mo 0 0 0 ®w - ®m©•omOm,a.®m END INSTALLATIOM POURED CONCRETE OR .-._..._. __.. ._..:... 6 7 u 8 m ID. �a® ®• ®'®w CONCRETE BLOCK WALL ID• 5 m q `,y� � A 1� g��p p WINDOW BLADE 9T REQUIRED �10 m®�®•�©'®01 - ©'7Q'®w©•70•®" Y. HV SLADE OR 1A, HV VVINDOYV BLADE INTO ®•��•®mo•®m CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL® O ®mr •Om�•�m©°�END CONNECTION (31=7A1L O•��•®m© _ FLORIDA BUILDING CODE(Pon 'I13igh Uelacity ClUrricane Fonel ��Ii}III ��',......._.�•..�..,�..__,....- p _ 02020 7ILTEC0,INC. _ -- ©2020 EASTERN METAL SUPPLY, INC. \ a�•�y-"I Accordion Shutter System No.44 6i :yam -_�=y='- � . o ❑ cLt i�� KV. ELADE/}i %V/C;;1v/o 1LV.,9,MY BrDE _.e., American Shaffer St/sfems rv_th. nEsawPTlal a.NTE 'Dx;IM BY: N.P }'✓' r3,•,, TILLIT TESTING & EtdGINEEP,iNG COMPANY ! --• „J> e75s Uai.as0a 5L.sm.3u7,vncurA C:Ji00J->,Rozai a7m: AssoGId ion, inn. k• i QID 17-107 —-/2/2020•DATE: 7/2/2020 j �. STATE:F `v` ! Ph°no:(a05)e71-tsa0.I-:(3057071-1651 A268 U/estroads Drive z F(ORi ,P •'�� c-M.1;Uk"O.W.- West Palm Beach. FL 33407 s E DE Ynrlc r!a ri��Ss+/QNA 20-164 WATER A TLLUr Jr.P.E. '!F'JFfitILT1i h1'�`.��SEAI./51GiVATURE/GATE �0�`'"U.a�116T e __ SH96 ff 20 SCHEDULE 171 SCHEDULE #2 SCHEDUL�„aY� MAXIMUM SHUTTER SPAN* "L+"OR "L-" MAX MUM SHUTTER SPAN*"L+" F (ft). FOR INSTALLATIONS W/ M SHUTTER SPAN*"L+" m- OR "L-" (fL) FOR " (tt) INSTALLATIONS NSrAIiARON LEGEND °MSS; ® &®or or INSTALLATIONS W/ ICA ! V/ ONE H.V. LOCK t� or®or Or ,y& -- c - AT S CONCRETE& WOOD (1) L+: MAXIMUM ALLOiYADLE SPAN FOR A GIVEN HD LOCK®W/ NO LOCKING RODS or ONE HV LOCK or®ar® YY/ONE HV LOCKS h1ANSORY P051111TE A S D. DESIGN PRESSURE RA71NG. CENTERMATES®&®W/ONE HV W/NO LOCKING RODS® 0 W/ NO LOCKING WALL A, B,C, D, E, M, N, 0, P, 0, L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE LOCK 19/T1Y0 LOCKING RODS®TOP & (SEE NOTES t,1t) J MOUNTING F. K &L R. S. &V AS.D. DESIGN PRESSURE RATING. BOTTOM ;SEE NOTES t,111 V FOR M010"GQI (2)PROCEDURE TO DETERMINE MAXfLIUM SPAN FOR SHEET 7) FLOOR/CEILING G. H. I, 11, J CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD MOUNTING T, U,,W&X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CENNG: A.e ESSIM ASM DMer1 1 -T, r � n eta> 1 IN & M _ GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, W/LLL MOUNTING FLOOR/CBUNG FRESS�aE WALL MOUNTING FRE=RE _gMMOUNIUIG ROM & R m1G fW0R/CE1UNr MOUNING DETERMINE MAXIMUM SPAN'L+"FROM SCHEDULE. (��•�1 _ I FMIOR/COUNG I0m= lwsc) on GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATNG, .... -.._._.. _ - -...-. _ (�a1.1 -1LaOR/wnL1.NoutaNG__ s� DETERMINE MAXIMUM SPAN'L-"FRO41 SCHEDULE. L 4 (IQ i L-(0) l+ (fQ L-(f� L• (A) ( L-(R) t+(a) 1 _L (R) fI MAXIMUM SHUTTER SPAN 'L+"OR'L-"FOR ,-,.Olt LFS' i6'-0' 16'-D° 16'-0' a 16•-D" 30 16'-D' 16'-0" 3D 16'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LpHrED TO FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE -_ _._... __ ---.-+--.---- 35 14'-7D" 14'-ID' .0 - -15'-2' I 35 14'-iD' 114'-10° 15'-2' 16-0" "- 7`- — ---- - tO5 psf.ASD.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+"AND"L-". �D 1b'-10' 113'-10• 14'-2• 15'-2" 40 13'-10 i 13'-10" 40 14•-2' 1 (3) PROCEDURE 70 DcTERIJLNE UACMULt SPAN FOR 45 13'-1° ! 13•-1" 45 i3•-4' 14'-3" r HV CORNER CENTERMhTE p3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' ! 12'-5' 12'-8' 13'-7" 5D 12'-5' _ 12'-5' 90 __12'-3• 13'-1" MOUNFING INSTALLATIONS.LOCKING SPECIFICATIONS WI FLOOR/CEILING MOUNTINGS: 5$ f1'-10' i 11'-10" 12'-1" ,12'-11" 5_5 17'-10' I I1'-7 D" 55__ _ 11'-1' 7T'-11" SHALL BE PS INDICATED ON MANDATORY CONDITION#2 60 11'-a" i1'-4° I1'-T i2'-4' 60 17'-4' 11'-4• 60 10•-2' ! _t0'-11• N�#5,SHEEr 5. EN POSITIVE AS.D.DESIGN PRESSURE - .- I--, .__...._._... ...__.._...._.. _..... .. -. _ RATING:FOR A GN 65 10'-f0' i tD-10° 11'-1' i I1'-11" 6S 107-f0" 10'-10" 65 _ 9'-5" i0'-1" DETERMINE ---._. ... .. .. 70 10'-6° L 10'-fi" 10'-9• 11'-5• 70 10'-6" 10'-6° 70 B'-9 9-4" — - - .. .. ... ALL OUPIPJJG INSTALLATIONS. fig' - L2+-MAX. SPAN FOR`FLOOR/CEILING MOUNTING C ..-.. ._.._._..__._._ _....-._. INSfALLA170NS _ 65 9'-6' i 9'-6" 9'-9• t0'_g" 9-10 s q yAXTMp�O dIDNDFSI CONCRETE BLOCK Oft 6'`9• lffifR SPAN"L+"OR INLRA 85 D'-6" i NG PRESSURE RATWG F 9'-6° WSfALLAT Vt31ETE OR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 9'-3' 9'-3' SHALL BE LRIITED AS FOLLCIIIS: RATING: 95 _ 9'-0' 8'-9' 9'-8• 9'-10' 1- CONNECITONS TO KEYSTONE MOUNTING DEfEAMLYE: !00 6'-9' 1 B'-4' 9'-0' i 9'-T 100 LOUNTING OON SHE MITED TO +64.-72 ps.f. AN 8'-0'SPAN, SEE L2 MAX, SPAN FOR FLOOR/CEIUNG MOUNTILiMAX. SPAN FOR WALL MOUNTING NG DNS. ... 1 ... _. _ 1.70 B'-4' - T-7° B'-T9'-2° 110 8'-4" T-T... FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 1 -0 8'-2° T-3".. ..6'-4" 8'-11' 115 �.a-2' 7•--3• MINIMUM BE'V'EN ltt 'L7=M:D•L2_" --..__ .. . .._-- -- _.... SEPARATION TO GLASS SCHE®ULE izo_ 6-D• ' 6-1r B_2" a-e• tzo 6-0" 6-n_ lay T-t O" i 6'-6" _6'-0•_ B•-5• 125 _ 7'-10' i 6'-B' (4)GO TO ANCHOR SCHEDULE WaH FINAL MAIIAUM 130 7'-8' I V-S' 7•-f0' D•-1" ---- ---- ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 130 7-6' f 6'-5• 135 7'-7' 6'-2' 7'-9- 7'-9" 13$ 7'-7' 6'-2" WIND ZONE SPACING RATING TO DETERMINE MAXIMUM ANCHOR MINIMUM E u AN D _... -- -- _ ASTM E-1996 taD r-r s'-1r 7•-7• ! r-8= iao- r-s" ; s'-ir SEPARATION Las •-3` ,s'-B TO GLASS . __-_-.....-.-_.... .._ .. . . 5'-T T-4" , T-0' 150 T-2• 5'-7° is9 7-0• W-s:` T-2' V-9' 15s r=o� i s_s^ 1 THRU 3 160 6-11� ! 5-2• 7'-1" ' 6'-7"_ Io0 6'-11" ! 5'-2" ._. ... 165 _6'-70' 5'-1" 7-0" 6•-4" 165 6•-IO•- I w4*- 170 6'-9° 4'-I1• 6'-11" ` 6'-2'' 170 7 . '-9 r - -. . - 175 8 Ii-' 4 • 6'-9• 6'-0" 175 6-7" 4'-9" 166 6'-6• 76" 1 5•-10- ISO 6'-6" i 4-4" -~ _ 185 _6T-5• ; V-6" 6•-7" 1 W-6- 165 6'-5" 4'-6" H Y �6-'{ E 19D-- --6: 1-a" .! q:_5: 6.-6: ., 5,_e".. _..190 6'-4" 4'-5" 195 fi•4" -'W4: 200 8-2• 4-Z• 8-�" 15,-3" 2_66 20$ 6'-1• 4'-1° 6'-3" 9-1' 205 6'-1' 4'-1" FLORIDA BUILDING-CODE l690n High Velocity Hurricane 27O 73J ,,14,V�➢t]iI(tl Itdf��rJos' 02020 TL1ECO.INC. 02020 EASTERN METAL SUPPLY.INC. �: eec rvs,�•.� � D(a�. �o o s��das�� Sh�a��r��a� Hv #1 W1 OR W/O I:v M WN MADE No.•:'1G� - ----- AesN®rtr®n Stluiter J/st�lerTs TILLIT TESTING & ENGINEERING COMPANY 2v.Not — 02SCRIP11011 -(�DME I DRa:Y1 aY 1faW.;L.G. /'` ?a✓C.<'� 8M N.M.JSM 5L.5m.30.VRM A r-m s.novea 33m AssoGta91on1 Inc. t OLD 17-107 •- 17/2/202! 1111E 7/2/2020 STA "OF cr Phan.:(505)871-1550.Fox:(509)879-1571 4258 Nlestroads Drive 2 o-maiL lkw8adcm West POIm Beach;FL 33407 3 IDRAWING No -00 CA 05739 i�i�'�St'•... ....• `�� WALTER A UM Jr.P.E. 4 20—1 6"P ''4is!0N :tt.' IGNATURE/DATE FLORIDA Ga p 44167 D SHEET D 11 Or 20 E1e7(IIA(tq_AwCHOR� roAC-INQ ((a_) er7snlnP FpR A M1 BAR St(UftER SPAN A S.O_ E161P.N NEOITNE PRFacuRE F�A4tNr-aN ® n-7Dne I I E FIR a.n11 ANCHORS SPACING LEGEND POUttED CONCRETE 15EE BIOUM0365 A e.c,c 1a ts•.7 wLw 6, PWRED CONI2ZR ESE CONCRETE®SACK(A11TALL 1♦FIVDE7 MOUNnNO iA1WALL FIFFFW/�S OUNRNG ®WALL HEADER I70UNTING fOJWALL SILL 61DUNIWG D wALL SILL i4OUMING OW-jWALL HEAOER/SILL TM CONTAPCON OR WITH ADVANCED 1 SPAN w roe w at W/114! READFORAI TE(YiNOLO_GY (R) hSO. SBt P2iU,E Pf}.19Id 181aa 0'1',an 401 7p175 R07Y3 .1 ASO.OLWil t,Tr.VNc' FwTz l5:•.fESi77 t.9'.91�'c P tRUL`I7(t.CSD:pLSL'N f�Qtli PRE59F6 Rvi:I-�15a hS01 7¢MOUn.E FAN R417Y,(;s• - F 36 40 w f 7S I do I12D'1180!2t15 3o f 40].�174 f fro i txOf+w aGs so i io i a0 a 7s ea,100 760 ZOS so 4oreii 1 73 90�920,iG0�209 70!a0 t 60 175 j 90izD!1wiz05 3a 3 4D I so i 7s 1 so;fzD;lGaiz6s - 14)12�70iD 8 8ie6 14112 r10rB regal 6 8 14 12 10 0 al0 B 0 74 I21/D B 0 8 ,- 7 12,10y018 8 BiS.S B[ 818:fiI 8t0 7r55 _ 3'-0 fa tzrtoJB 'e�ej"e:"6`94Ti2t10!7i6;tlie a 14;1z-*1o�ti ale;eie Iatt2"iofeie 'a d'd iajfzrfli�-a" e;ele.e6 aia;6lfi•, eie eie' OTLiiA D ALL SET_._ ORlES� 14iiaitli ete'sa:a ,a j41tz17Dlele_te s` e s_!i2 tof9- e?li"ji'13 laiiillo�Biele ;e+a �a;t2;loia((ieielbia_ a.1a?ei"e; a1H e_i_es t4112;fOr Bl6 ie 616 131121D'1 Biei0�e�11 14 i121f0;9 8ie 16)a 14�12;t0iBiB';e ti'- 74 t12ijp;pl'B i816 iB B U 0i B1 Bf BI Bi7 `_ 14112�10 r91B eie ,4 14 I210},B;e;9 aia 14,)12 10191a fe 0 6 14�t7 f10,19 ,8 17 I r- 14-114110j916;7.55t-IBlale e1817185,n 4'-0. 14,12 to't o a !ti(D 1 4 i4 t_i2 no•B 14112.t0 1 9 '8 6 '6 i e 14,12!io+9 t o a r 55,- 14 f l2 i to;a•S;8 1 6 1 6 e J 0 i 8' B , 0 I is i 12 110 9 0 a 451 14 1 12 110 D I B B i B 4 14;12'10 9 '8 e 6 .® 14 12 10'0 ' a 8 - - 'uilzto slelelb"l4 i41121o'B'eieis{6 1{'12110,81"8�a'a .8 Iaii2naiB ' 6 �ei 14±121�D° B:B eie,- s, e"eie'a s.esl� 14-(12!f0 t 9:8 8 I _ tf 12�10 y 0 0 BIB 1 JS 14 s/2 10 B e t h 0 B 14 7Z _�� 14 12 11f7 6 B B 4S - 14 tx 10.9'B 8'B i 3S U 12 i f0 i fl ;0"8 '8 1 6 14`t2 i f0 B t 71 B !7. 14 12 -� 5_0. - t-_ ��1 5.75 58 El a 8 1 8 1 8 B 751 e d _9 # 14 1 72,10 9 G f SS r- 14 12 10'0 a 8'IS;- N",7Y"10 i 9 i s i s a 18 13 1'12,!10 9 6 i 3 14 12 1 10 i 11 1 B-7.6 t ' 1 B 8 faux 10-e a ;®.4 '- i4it2:ia'ale 6�Bi3514i1z Sole ';-e a -a"`s ibif2iialo a `- idifailp"ie' o alelaful75ss 4 SPECIFICATIONS N ICATIO3S1 y 14 12 10 B to 55131- is 12 1019f8 tB •451- 1411Z 10l9 ,81e i6 8 0 751- • i I 1 16112'10 9 ;a 5ai t 1 1{ tx G9i7S- 1. 1 - 14 @•D 7 6'-0 - I-. 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B, 6,3 i 14112:5 ._ _ i_ _ _ 14 iiZ'lb'- _ _ _ _ - - - - e' _ _ _ _ _ _ ..S'a5'47_ _ _ a75155:4Si 4'_ _ 141121- 1 u t21a'= - ia112 t�•- J- - - - ' - - - :�5'esss -•-I_ _ o' n, e, B al 9 HV BLADE ®R •. 9 h9�1 BLADE 12, 1 i4 112 -;- r - 14 12' - I- - - - '1 4. - - - 8..1 - a'65.45 .1 9 �E`' WINDOW ��/ BLADE A p �''" 14:f0,- _ _f_ 14 12 - - 14,.f2. _ _ _ 14'12 1 , - - ai B18 B:a :f5 - - ''IF1= C-EV 7tl'OV®®VV i71LFS®!L 14'12'- - - Ui12'-1- - 1a'1x' ' -� - .iz'l a.4- - - a' B 5 4:3.5'- :12•-I-. -.1412.- - - - - - -i - 8i0 155'45:- - - - WORKING E,� ;�� I�' 14.12 - - 14'12 - - 14]lZ,_•- - - - -1 - - - 5 S - - a E a 3 - VV®f4 T�I1tlV �IV �7V'�®IV 14 7 - _ _ _ 1a 12'_ _ _ _ _ _ - _ - - - 34.12,- - _ _ _ _ 8'8 B B-75' 4 14 ri13;- - -�- 14!I2 _ _ _ _ _ f4!12i-i- _ i_ 10'4:- - _ _ _ _ f0.75j- - - - - 6�7,5 S' 4J', _ _ 74 - - -I' 'r- - 1� - - - - - 14.- l-:;'4 ' a'8 a:, 4 - - - - 15'-0 14 - - - _ _ _'_ 1q _ _'_ _ _ _ _ 79 _ _ _ _ _ iq:_ _ _ I_ _ _. �•5 _ - _ _ -•_ _ 75 5.5_J9 3 - 14 _ _ _ _ _ = - 14;_ _ _ 74 _ !_ _ !_ _ _ _ t4-_ _ _ - _ _ _ 5 0 B! 7.. 7 '3.51_ to;- - - •- f t{ - - - - - - t3'- _ _ o j_ - - - - - - 1 p;- - - - -i- - a i 7-1 4.5!3S 3 - a - '_- - - 14 - - - - - - J14 4•- - - - - - - 7 - - - - - - -•- - - - - - 8 7S:5 4 - 10'-0' �� - - - - - -I { - - - e _f_?_ - 14; _ - - - - - B fi B e''75i 6% 3tq'_ _ _ _ _ 1_I - '- - !_ _ _ _ T-- -j- _ 5!8A 4 - - fu!IDING CODE(.f7on Nigh 'velocity Hurricane %one. ``�� 111kew Cr�I 92020 TILTECO,Mr. FA 1� t! m21120 EASTERN 61EFAL SUPPLY,INC. BERM% _ - No.441 , _ __- �� f �+ ate. I� � :Lccordion Shutter System' M#11v/ORVIAN 1�N9�Y 611LE A1tt4`orlea41 Slltiflor S's"amu EV_ OFSCAIPi10N DATE 100i.71N BY.. D.P .a TILLIT TESDNG & ENGINEERING COf1PANY t/2/2Bz'DATE 7/a/2020 -a STATE s� 9354 ALi7.36U.St.w.x3,17Rid A e90at3 7Laca atic ABSOCloflon, Inc. 1 OLD 17-1a7 9•. •.�•4 Phone:(305)671-1530.F4::(303)a77-ISJI 4268 Westroads Drive x - %�'4` � a ur aoe_lit�m -- DRAWING No �� WALttTl a nCS7 9 P.E ~vest POIm Beach, FL 33407 3 p�i�p t/ONAL SEAL/SIGNATURE/DATE FLCWA UG 6 44167 3 SHEEF 2 9 6� 6 1 12 OF 20 v SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES R (GEE YOIOBNGS F.0.t H ON mws 0 a 7) 1.ANCHORS TO SUBSDURE SHALL BE AS FOMOM Pam a= FOUSED Cmy= (A) TO E7OS@NG POURED CON7REtE:(S9rL 1'e-3 MO lomm OWALL SILL MOUNTING 1OCEIUNG MOUNTING QH FLOOR MOUNTING -1/4'0 TAPCON OR TAPCON FRTH ADVANCED TNRFADFORH TECHNOLOGY ANCHORS,AS LIANUFACTURED BY LT.W.CUILDEr.Vn.V.-3 I i) SPAM = (0 0RR-SPACING.1E11ETED -1/40 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECWY Cm.!PANY.(tarn.f'e-3 kst) 00 '_=�•Of.'a�f HatNK FRISM Rm{?�_-�_ �•ff t!� L5573t tom*-mm PaFs]C¢` PAC+TJl - 1/4.0 BLUE TAP CONCRETE ANCHORS 121 CAP AS L'NNUFACTURFD BY FLOM,.F/LStMM DIRECT;INC,(Wu f e-2 kn) 30 40�BO T78 90!12D1160J21tS ED i 40 i W 175 i 801M9 160?205 -39 4D(ED;7B`OD 120'7fO1205 TAPCON OR - 1/40 TAPPER+ANCHORS AS NJ NUFACRL2ED BY DEWALT INC.,AND DISTRIBUTED BY ALL POINTS SCREE$DOLT&SPECIALTY COMPATY OR:IW 14 12 1 to B 1 e I e a t• 14 12 1 f0 19 0 0(0,)B 14 12 10 10_t B,0 B 8 TAPCON RM ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AdERICAN SHUTTER SYSTFIAS ASSOCLVION.INC. tin.f'c 3 to ( THRB OFORM TECHNOLOGY 3'-0 I; 1271 8 B:0�6 0 14�M 110�0 B a I a B_ f4 112 10�9 j 0�B t B��B�_ OR f4 T 12 i fO s B 0�8 r e 8 I. ]12 N 10 r 9 r B j_B i 9 8 14 T t2 10 B •8 r O T O T B AEI'POINTS SOLf6-SET ' f4 12 t10 T 9 B I a i 0 7 14 112 NIT 8 0 B i 8-I a 44- 12 10 via i 8(8 i;0 BLUE TAP W CAP A7)MINIMUM EMBEDNENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ is l M i tot it 8.,,7_I`s`s?- 14,12_ l0 0 B _0 B B 14=12 1D_•to a _8 6 1 S TAPPER+ j ANCHORS IS 1 3/4'.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' 14I11 101_B)B I e F 6 i a 14 M I f0 1 8 1 8;8- 8_.0 J4112 10 1 0_'0_ 8I 0(ES A-2)MINIM El®mLffM OF 1/4'0 x 3/a•'ALL POINTS SOLID-SEr ANCHORS S7Wl BE 7/0'INTO THE POURED CONCRETE HD ELIBEA.IEJT 1�172�10 0�B-1 8 1.6 14 14�1( 8Ii0'_B�_B i 8�_S s4S 14•12 _10�9 7r 0 6 i 4 35 -"' A- j SS MACHINE SCREIf U 14 112.10"B 8'e T 8 4.8 14 1 72 10 0"I 0 1 0 r 0�'S5 14!72 f0 r 9 :B 1 8 1 0 Sq,b -0 USED SHALL BE 1 / LONG h!WI6.U61 SHOULD STUCCO E{ISF,AND 14 112.I la!B 75 T ss I N fae 0 1 8 1 8:5 1a 112 a tO 9 1 B f 7 551 a msLE tmrtAffis or USE FURMum TOR WAWS W�DFIBNO�SR1000o27 2 r10I 9•1 E,"T,7 i 4 �t''12 112 r f0 i 1, 6'68 i 5 136 14 2 f0 t 8-t&!fj 5 a.51 3 EtADE�iyOH 9riE7 f9A3)IN CASE 7HAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ATr VENEER BE FOUND ON THE DMNG WALL OR FLOOR, ' [ f 11 ...1"-...__..... _.. __t._ CHORS SHALL BE LONG ENOUGH TO REACH THE WM STRUCTURE BEHIND SAID WAIL FINISHES.ANCHORAGE SIMI.BE AS INDICATED ON 14 i 12 10 r 0 T 6 i75'4ST (72I10:0 9B 645ti172T10:_ 06N07ES A.1)&A2)ABOVE FOR INSGIUAT10•NS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14112 195 7316A-4,5.-I :to t9 e 1 9 t75 55 r♦ 14 112:10 9 i e 6 t45135 INSTALLATION INTO BFS WITH METAL STUDS SEE SHEET 2D. 6'-0. 14r72i10 0 � e�8tB; ::i2 I10 8(e;B 10IS 14 t1210{91 a'a5i 535 __ _-_197z;10 8 TYS 5S1 3 1 112 Ilib's5)7 Ts.S•4 13 14 lit o'T65 TSSt p i 3 i- (8) TO DOW=CONCRETE BLOCK: C-004 i2t ioi e i ef d!- ;12 TiDT0.5 8_3ifi 14 t-12 1 10":IRS;8 5 4;- - 1/4'0 TAPCON OR TAPCON WITH ADVANCED TWEEADFORM TECHNOLOGY ANCHORS,AS IMNUFACDIRED BY I.T.W.BUILDEX. 141M:0 1BS158:3 1 1a1a i 10.B 1 8 i B,g 1 g513b 14 72 10Ie 7 :5 r 3 -1/4'0 x 3/4'ALL POINTS SOLD-SET MNCHDNLS,AS OISTRJUTED BY Nl POINTS SCRF3'!,BOLT&SPECIALTY COJPANI'. 1C 114 r f0 0 0 -1 t- '1Z t0 9 8 7'S 4 i4%12 10 1 a 7:5 S5:4 1 3 - 1/4C BLUE TAP CONCRETE ANCHORS W/CAP AS MANWICTURED BY FLORIDA FASTENERS DIRECT INC. 14 112 110 8 '®.B 4 -r t 12'9 1`7.5 a 45;as I 14 07 3.5r4.s35 - 1/4'0 TA°PER+ANCHORS AS MA NUFACUNIED BY DEVGLLT,INC„APED DISTRIBUTED BY ALL POINTS SCREW,BOLT Ze SPECIALTY COMPAW OR A1Y 10•Bs.7 4 -+ i 12:10;9t75;55 1 4 t- 14 1 12 9 7 75 + - - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED NINTH THE AMERICA N SHUTTER SYSTE:`AS ASSOCL ON,D1C. 14 1t 1 7•55;45 T- 12 t ID 9 .75155;4 14 1 121 8 7;B 145 J-- I4(12 T10 T 8 e' BSI 1 12 10 D 0 -8 s 4 14i 12 10 i 8 85 535 - N07��' t 1 ¢ ILI)MINIMUM EBBEDMU WTD CONCRETE BLOCK OF TAPCON,BLUE TAP IV/CAP ANN:HORS AND TAPPER+ANCHORS IS 1 1/4-AND TAPCON la312 T85�7�95 C 3 • :12,B:B5 S9 i_4 3 , 25TDS,0 -5 1 4 t 3 - i412 iti S;7S' a -I- ,1290i a.N�i 3 I i4:12 1 8 i'B I65'4!_ _ WITH ADVANCED 7HREIOFMW TECHNOLOGY ANCHOEr.IS 1'. 13;fl5.,8.5 5135r- !-I- 14112:10;0 �05:5 t-J- 14112+B.j6515'4:- I -- -;�.. B2)UMUM EMBEDNENr OF 1/40 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO B.-0• 14 112 110. 0 i e 1- - - 14�';_:to,0 179_N4S i - 14 12 85;-7_(6b T 4 :- - EIMEOMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALT.BE 1 1/2-LONG MINIMUM SHOULD STUCCO 14 4115;75 t�0 4;-1- 14 r 11� 7•55'9 I3.5 7-� 11 I 0 i5 i 4.3135l 1-:- F](IST,AND 1'MNIARIM FOR 4YALIS Y/ITFI NO STUCCO. __ 1/N12i ejrr5�a3t- - - 14 T 12;85;7't55 N 4iT- 74;fOSi71S.910i49�- �1f5195 SSr 4:-;- - - 74 112 N B{7 5 145!-.- 14:11 7 1S5I4b13S{- - 8.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON RE E)rISTING 71ALL OR FL00R. 10'-0'114 i i2I 10•D ,7,5-'- - 14 t12 I IV'8 16515 - -:14;12 I B 1 5 :5!4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHO.RACE SHALL BE AS INDICATED ON i4 I��s.7' S'3� - - = 13 i95!SSI S 4 3 - - f0 T79 S 4'.3 -,-�- NOTES ILI)B B2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WRH OR WITHOUT LUAL SNCIS CONLSULT TILLS ENCLNEEf9. 14 s 1I i 75155 i- - N- 10 i7i5r 9 T 6 '.5.i 4•- -!:25+95(8 5 i 4 4 '_, FOR INSTALLATION OTTD E7F5 t91TH 1AEDTL STUDS SEE SHEET ZD. 14:72 r 6 15,:S.e L if0 - 14' 14 72-'9 7 T 6•4A - - 94 If05`-7 15514.5 -'- (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF TICE RE000MEIXA'TIO;NS AND SPECIFICATIONS OF THE A.%CHOR'S WRIFACTURER. q 12'_8.•8 la's ,4. 3 8 7:45 f3S'3 - 9 t 14 ifObi 7 155 I45 i- - - •15 i8.3'8.514.51d75.- - - (0) SEE SCHEDULE BL10W FOR EDGE DISTANCE(ED.)VERSUS SPACING P•E[ATIONSHIP FOR ANCHORS. 9-91 7 14.51- ,-!-'i_ _ i4 1ii51i9175'0 I S I- - - 12 9 8:49t 4,- Y 1412110T- `- -t- t- 14 i12(0�e555 -:-I-.13%10'OSt5 4 - IS' - - 12'-0' , ._ N_ t N , I EpSE_9.�n:S};_1.11A�V�_. 23VI4LG St:HEPu�E co Gl±ags; 115 sLis-1I'4 - MAUMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELO'il.FOR E 0.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING I73:&61 5 r- - - - t- 1S IH5i1.9ie 1,4 r- -r-,�OSi 8!5 t 4 i-I- -i- 8Y MULIIPLYIxG SPACING SHOWN ON SCHEDULE 6Y THE FOLLOWING FACTORS. 9 18.S i-I- - - ;-.!- 14 l::,:I 7�,SS 145+-'- - 11!8B 1 SS 95;3S -.-'i- REDUCED SPACIHM.OITAUtED IISOIG FACTOR SW01 N07 BE 1E55 7HAN MINiF3U1 SPACING INDICATED FOR EACH ANCHOR TYPE 141121-:-;-' I- 19 11517.5 4 S 1 - - 121 9 1 0 s4S'a r- 13'-0'I9 51 0:-{-I-+- - - 10 747 9 4 1 3 '- 7553 4 3 1 � FACETS - - Izs 5s e e 45T a t H1s 7 81 a'- - EDGE TAPCON TAPCON WITH ADVANCED �yy POINTY SOLID SET•BLUE TAP Y1/CAPI---- TAPPER a e,a - -'- - •- '- I3 ss 65 5 - Os Ts 5 a = = 1!}�\/ ®(�®E �(� mCTARCE ___. T11ftFAw7aRM TFDHNDLOGY 7_ _ __ t _ --•-� H amN SPACING 4?121-t_._j_:- - 1._1Z 7;58I - =I 1ii 8.8'Ss74.51- - ED. _t6N•SPACING a 3' I9N.SPACING-33 rMRJ.SPACI7.'G=3 1/2'6 19N.SPACING=3' 3 3/•t' 4'-• tO 75I- - - 0 7 C50 3S,)-1-'- ;- 7 S'35%9 i- - {,� °i.URFO CWTCRETE C -t---..._1 HV MADE W/ POU CDNCMEEI CO POURED CONCRETE do 'POTTED coaaREiE"&�p CX0ZEIE OG?ICL=TE E= 1.316.1i__•- _ - - 11,6 asi4b D�BS I4.8 _ - _ _ - LI ��e CANCREE BIDCK �e t CONCflElE BLOCK CONCRETE BLOCTC� 1 . N (9� H� WINDOW 31/2'I%ED.-21/Y� Let.ED,31 iLN ED.-21 2 75-=-!- - - - _ 12•B B -- -'- - - 9.51 i45 1- .,- -. EOv L.L.ED.v3 12' MR EG-3' /2.1 c /. 14%-I_I_;_'-'- '- p1i - -T - ti 8 - I- _ _ _ Y 1.Dr O.BD 1.0 - 07B 1.0 054 -7.D0 ?- °= .ca1s5i46V- _ -t= g;6 s1'J}=1_� _•- [IM2" OA1e - - - - - -'- - -;_ �INEUN S TNd _. - - - - = Mist 6 RKI ssl e�'4, ON i os�iql _ ! -- ' - - - 0.13N-'- 8518 - T T- 1075 8-0' e - s�4B 3 1 - oss - - - - 0:35 i -- -- FLORIDA BUILDING CODE(Oon F7igh �]elocity L�urricane dune• `````1e,f911iI101 '' 02020 TILTEG0.INC. ©2020 EASTERN METAL SUPPLY,INCv GE,S� '`�zp F ' Accordion Shutt el L) �sLem .NO.44 i 67 =:�= �. o EI e r�r� KVSLAM Ali W/OR W/0 F V'%mJ EDAM :.. --r- _ _.._ TILLIT TESTING &ENGINEER)NG COMPANY AIt90P1�11 SPLIIi$®P Sy�fm7�Ts teu R, oFsc„rnTON onle I azAc::N By.. tar STATE�F ^�� OMM.O.3M.5L.St.30.V=H&7 SVIDUIS.FLOITAII 3310 rAssactatT01Ta Inc. 1 OLD 17-107 /2/20$ DATE: 7/2/2020- PA..:(305)871-1530.Fax:(305)1971-1531 268 Westraads Drive 2 DRAt1JING NO 0m..F(�p(TP � ��A •-maR:UtacaBaofoom West Palm Beach, FL 33407 3 ,�®� �,� VIM NA (tLE`� ``EAL/SIGNATURE/DATE FTORI A��1444167 5 SHEET e 13.OF 20 Q 11 SpAll, MQVLJN^Tj9 (SIE ROMIMI 4 a 8!L ON sr_eF 7) e DNJxmTEI ®Q YC7EfE Gri£7fv 4CK 1N10 �Pd�•1 1 s,F V!3 SPJ71 `� rVER a.twIP t; OO RAntt9uARn Oa7DJrGtc Qi YYALL�FLOOR C!DIBRNIG '®1NALL/1'L'IL{i even 2tDUYIIAlG TAPCOAJ OR 1 WSCN am aa5W Mria •..DLL�L�Si I==PMtt."E ava(Ft am GSCi 1.IUE F.Maa-rum(ri Lia-Mim!EGW=MST. pnT ii;_- TAPCO,J YJRH ADVANCED r (� 38 i 4D W 17918a 92Oi18a,= 3a 140 8D 1 75 1 60 112Q1180 2a5 3a I Qa 180 7S 98 201150iik 30'40,G0 I T 190 f I2Q3169r243 THREADFORM TECHNOLOGY 14) fa,) .I Ia f tz�1/5 85 165 ;/ 7 i 7 7 S S 1__J tl t 9 5 1 B - •- s - i Al.l.POINiS SOLID-SET 3 o i4:fa/1aJaiQ a,I' 12ri2j12�9S111z 1z �sr7'717r7"riff"7;7 i sl's 81S "s�"s`;"sie :R F4 i12 1a 0 'O aB;B'TO 9Z 18}1219Z rB8ia�8 45 7 ,7 717 :7 ;7r7 i65 5"F818 3_t"9_:618 i8` r HIAJE TAP t 14!12,70'8:3 :0 .e 1211217 H9+1211D 7.5iB IF 7i7 i7 )9 7727_1 5i5 ;s-ra 19+519 ;s ------ is - 14 712 770 i 8 Bra :e;8 1Z+12 IZ'9Z ff15lBS 85 t S 9:7 e 9:7 7 7:&B 4 S 1 5 a 8 5 @ B 4 ••-- _. . t4 T is t�5 s .e .a s 15 12`y t2 ft l'iZ i 1z'ri181 7 .as 'i;i"i'7 i i 7 •7 .a s y"a'I's jr"t1'E s ,'s s "d a_D i _ f. ia,121fcF ate',e e:1?;12:t19-tabla ;6"t4s_1a6. 7:?-,;_74� 9 )71oa;e s �s16 s"s's .s !s 14112 i10" 0 �0 I a'lb 1 0 12 /2 91 i92 10 78 E.61 4 7 17 1 7 !7 7 7;7 s55 5 S I B I S "5 +8 .9 !I 14 12 '10 B JB re Q )0 9Z 7Z 1Z I7 D 7 (9 r0 7 ;7 17 7 7y4 3 98 9 S 9 (8 4 3 14 i12`f0, ®�B a 610 f2112 I9Z 1Z to j75 sb 6 7i7 7 7 7 7i7 7 SiB y5 J5 6 8t5 r3 j. ib i 12 i 1_0 0 B a y e 8 t2 R2'95 175 8 1q.3 3 7 7 7 7. t 7 7 -S 35 5 g ,5_ 5 5 9 3 1 4 �""'j 12 3 m 16 1 o a 6 7 s fa 1z iia.as J a ,a 45 - a 7 7 '77 7 691'a s r s S s i 6 s o v SEE ANCHOR f4i12s10i9 'B a;9 'e a,Q.c 12,121ts'D`7a1 n 3 7 7 ,7 .7 7 aka s ,s s s 5148as - j SPECIRCATIONS� to'tz°70,B ;8 ;a s "s 12 fz 12?fo'9 i"s rds�35 7 17 'i;'7 7 7 '7?7 s ."6 a s s s 6 s'. 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