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HomeMy WebLinkAboutBuilding Permit Application ALC APPLICABLE INFO M 3ST BE COMPED FOR AFPf tCAttoN To BEACCEt t i Date: Ag ` v?V- /7 Permit lumber: I Building Permit Appticeti6n Planning and DevelopmentServices ! Building and Code Regulation OtWon , I t 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax:(772)462-1579 C©mmerc'tat i Residential l To Selectctro box, click arrow at the dri PERMIT APPLICATION to FOR'- from qqq R d of,lll�e _ `a.a..�.u.,.i.�`'y_..:, ' #� r a H u�,�,, k s ✓r .+yM,n .� �'t=�" � - ��s s Y 7'";_ :N. a.�, •Lt ..-,.>.. „...r ,.,:- �.._ �s-.....,�.,..et'1�...�s.� '�...�.a.�;e�^�u�F` '� :�..r.Sd�.�v.�, �t.".= ��..�X, �.n��a.'"`.:�., '4�"�, 'S t *e Address: 310', fin: 1 V e r OeIK Legal Description: ¢ rLl'yer �gi I've r e 3J N d , l,.yakir Property Tax ID#: 3V 0(0-- 0,t l> "f>b,(L �' Lot 1Vo, Site Plan Dame: Gia" t C I Block No. Project Name- Setbacks Front Back: Right Side: Left Stde: $'a s.^ .r e*..�-a.. _ .'� a u/. ,f"�"+; .rk Fr...t".b..: s "` • _ 3•,.,53+ ,,, ;,_ati �'. ._ .,3. - i a"a,�i' §.7 7t'A..µ„y L 3 .. .�#�as;..:+. ..e;2 i lona wor'to.n. e e Orme un er Rs permit-c eck a Ply., (��HVAC Gas Tank Gas Piping Shutters Windows/Doors L�1 Electric Plumbing Sprinklers Generator,' I Roof Roof pitch El Total Sq.Ft of Construction: Sq.Ft.of First Floor: Cast of Construction:$ 4 �`Z)��°7 Utilities:O'sewerF S eptic Building Height; N4"`d i 4'`6— �� Sf_ Name: i C'i[� rn �. •U Address: ` lid A Company:Tit-ri City: State: 1.-- Address:& 04)11 KI K 5, 1� Zip Code: Fax: City: l- - I'PY State: FL Phone No. Z > 7Zip Code: � I5 !; Fax-.� � "79 E-Mail: l Phone No. Z. • 17r Fitt in fee simple rtte Hca der on vent page(if different E-Mail: from the Owner tasted above) 1� State or County License: 113 rf r , I If value of construction is$2500 or more,a RECORDED Notice of Commencement is re ui i �f I.. i �,r.�Xe �"o^G fx ... ,, ��Lr as mr r e" & �`G5 br'+`H �t .'µ:* „sr;",, +� �' b ���,.�.x •` #r z g.fi"���s '<"+7" r�3c =c i, L PP fEMENT w+CONS 'R�ICTIC?N3[.t1rN LAWI IiR1Ff3RMAT DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: �m Not Applicable Name: Name: Address: Address: ! 1 ' City: State: City: I i' State: Zip: Phone Zip: Phone:1; 1 7' FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: ' . Not Applicable i Name- � Name; Address- Address: City. City: I l Zip: Phone: Zip: Phone,. 1! OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do tq� work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit, i St.Lucie Coun�y makes no representation that is granting a ermit will authorize thepermit holder to build the subject structure which is in conflict with any applicable Home Owners Associpation rules,bylaws or and covenanttAhat 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 gall respe'ets,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 anothernon-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying:twice for improvements to your property.A Notice of Commencement must be redordedi;and posted on the jobsite before the first inspection. If you intend to obtain financing,consult with lender car an attorney before commencing work or recording our Notice of Commencement. i 1 Signaturd of Owner/Lessee/Contractor as Agent for Owner Signature f Contra{or/Lic4hse Holder STATE OF FLORIDA STATE OF FLORIDA COUNTYOF ' ��r�,i COUNTY OF i i 1 The forgoing instru t was acknowledged before me The forgoing Instrurn t was acknowledged before me this; day of 20 Iaby this a, )day of i by Name of person making statement Name of person making statement Personally Known OR Produced identification Personally Known 1 16R Produced Identification Type of Identification Type of Edentificatilan ' Produced Produced ' I , (Signatu�yrtcof Florida) (Signature of Notary Publk-St ;of Florida) (Seal}ASHt HNA INGRAM Co mission No. Commission No. s{ ,, LASHAHNA IN try GommPublic Expires Dec 20�o tli 8 I •� `�`" Notary Public-State I Fl aN„gr ao� Co17-, iN u ry t OrA �� ,r OF F4 fi 4. ��� _" Bonded hrou h National a art Ass j `.=DFF�, COfiAt+ S! =Cc REVIEWS FRONT N —SIPERiGiS NS VEGErATI TURilEthro g , E COUNTER REVIEW REVIEW REVIEW REVIEW 1 " EtEVlEt711=W try DATE 3 RECEIVED DATE i COMPLETED JT1 Rev.8/2/17 v I � t NCRETE ANCHORS POURED CONCRETE POURED •(SEE.SCHEDULE ON OR CONCRETE BLOCK 1/4.0-20x3/4-S.S. POURED OONTOQUIRW SHEET 13) REQUIRED1/4-0-20x3/4- ANCHORS MACHINE SCREWS CTEREQUIR3) FOR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS Q 18 (SEE uouffnND®ON SIKE7 7) SHEET 13) MRS O 12'O.C. (SEE SCHEDULE ON SHEET 13) 1. I. - LW[�__ - 2 DR�14� - Mn."I 1/4'0-20x3/4'Ss. Erin. V QJJ WS USING 1/4MACIVHE CR2E0 NUISF IF O 12'O.C. E D.4 /2. .250'Max. - - 13 OR D5 -- O © .250' - • -- D \ I .250'Max. O. , 1 I Max. E. -� \-OPTIONALI I i i I �PIIDWLL i I S. i _SatDt�E O ` i - MIN.SEPARATION TO G� 1 1a 5W 9 H E 1 OR ® i I E1LSSG--j—(SEE SCHEDULE ON SHEET 11) ESUSRNG I axtSQ)19. i MIN.SEPARATION TO GLASS ---'-'�J GIAA'—I r(SEE SCHEDULE ON SHEET 11) H E IX15RNC i HV WALL HEADER INSTALLAIlON � A ©HV WALL HEADER INSTALLATION HV WALLHEADER IN ALLATION + KEYSTONE 1 IXSfING MIN.SEPARATION TO GLASS G!/.SS— bRL 1 O I I 1 OWING OR ( SCHEDULE ON SHFfT I1) 1 ro fAAss(sE H I 1 ® L MIN.SEPARATION TO CLASS GLASS I ,�soEaaE sra7 I (SEE SCHEDULE ON SHEET 11) ; ON TOR axe FDR Ams(D&O E)a ' OPTIONAL C12 GLASS--. I 1/4• IIT Ili ' I E y I II 1/4'Max. OPTIONAL CrE i ,I -F O OR O D. - E EQ [F/A7 41/ 130 -- 1' L ® _-__ 1/4'0-20x3/4'S.S. Mia PHILLIPS TRUSS HEAD CONCRETE ANCHORS 1/4'0-20x3/4'SS. SCREWS 1 18 MACHINE SCREWS USING S(7:5f71EDULE ON TRUSS HEAD MACHINE 127 D.C.NCREIE ANCHORS 1' 1/4'-20 NUTS O 12'0.0. POURED CONCRETE SHEET 13) W/1/4-20 NUTS O 12'O. POURED CONCRETE ( SCHEDULE ON SHEET 13) ^• OR CONCRETE BLOCK OR CONCRETE BLACK CRETE ANCHORS REQUIRED WALL REQUIRED OD Jj,V WA_ SILL INSTAL!eTION (SEE SCHEDULE ON O HV WALL SILL INSTALLATION POU RED-CONCRE(E SHEET 14) _ OR CONCRETE W10''REQUIRED Q HV WALL SILL INSTALLATION — _--- ND1E FOR GOMBNATIDN OF SECTIONS: INSTALLATION DETAILS W/ -1--SEE SHEET 4 rOR TYPICALEUTTER___- ---� �_ -_-- - BLADE - --- E.D.F.-EDGE USSTANCE_ _'' -_ --O SEE LTM APONS OF-USE-FOR- ASSEMBLY _ -_ H V`BLADE 2-MOUNRNO SECTIONS CAN BE CONBINED (SEE SPECIFIC-AWNS ON SHEET 13) BLADE 1�ON SHEET 19 N ANY WAY TO SUR ANY INSTNIATION. FLORDA BULD� i CODENon Nigh Velocity Hurricane Zone ---- - -------- mala \\GENs�.'.,� . BE IIA NVTN FM LTEq O t■c. A■S■S■A■ Accordion Shutter System * _ Hv anoE�1 w/aR w/o Kv VANDCNY anoE American Shutter Systems DEWAMON DATE Ix1AWN m: M.L .p: TINT TESTING & ENGINEERING COMPANY OF Association. Inc. , OLD 11-192 4 13/15 iHTE 4/13/15 SM NX WIN.S1.,St.31M VM M GARDENS,FLORIDA 331 4268 Westroads Drive z Phone:(305)071-1370.Fax:(303)811-1531 DRAWING No ..........'G\ p��� a-n� 7191— West Palm Beach, FL 33407 3 NALE���� WALTER A RLLR Jr.P.E. 4 15-085 b7ryFN ELUN�, FLORIDA Uc.A 44167 5 SHEET P.E. SFALJ MINTURE/DATE 6 6 OF 20 POU CONCRETE ANCHORS V ♦ 1 IML sEPWM11aN i CC � (SEE SCHEDULE ON SHEET 13) '�E 1 OR ® E)GST1NG I —� a REQUIRED EDGE OF 11 FOR IXXV MOD G ' r SIM it) SAAB IF a1 SIM,9 FOR 1 m pAW i y .D. APPLICABLE EXISTING �� aAOfSmR® !1, E•-(3R sxmus 41A5Y I al 96iT Iq \ I I i t i i ALTERNA i i i i i i i i i EXISTINGANCHOR i LOCATION 10x3/4'HEX WASHER HEAD 1 I 11 OR I OR 5 i 3/ MW. ILK SCREWS O 12O.C. i tLAB EDGE OF 3"a N CONCRETE ANCHORS 8 APPLICABLE 7 (SEE SCHEDULE ON SHEET 13) EDGE OF IXISfING I I EOCE Oi '1 11 SLAB IF GLASS—) SAB ff 1/2 1 EDGE OF APPLICABLE _SLAB IF U' � APPLICABLE 'Q' 0' APPLICABLE POURED POUR- FIAT HEAD CONCRETE ANCHORS TO GISs CONCRETE D' REQUIRED (SEE SCHEDULE ON SHEET 14) -I 1�e a®uo ♦ POURED--"' REQUIRED FLAT HEAD CONCRETE ANCHORS a,9 EET,P / OR ® CONCRETE11 ,TRENCH INSTA TON sAosma Qa VREQUIRED D. D. (SEE SCHEDULE ON SHEET 14) ALID ONLY FOR UP TO+70, -75 PSF A.S.D. ® HV FLOOR INSTALLATION t (j)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING h FOR SPMS PER O HV CEILING INSTALLATION SCIHE1H71F Y3, SHEET t1 UO$ID1G ITL S- w" CONCRETE 1 MIL s1>ROw. (S SCHEDULE ONS ia"+sNm n) I —r-- SHEET 15 t/sb mM OUROFX 7aP0oN W/ Oj I Ox sat,q a a05RNG—I ' DUSTNG ) hpMGDOY�PO rowm I 1/4' rARDDFM o05T SS .xx.wmx m CASs ' GLASS-i i FASMUS WM+IP1aHOM W/ MAX. G1Ass -I==MAA[a sa3 11) 1 .T�SOVI "TO 1 3/4•MRL E�UENI O 3' CLASS M-MME oN 10 1 OL FOR w To C-0•WM AND V 0,C.FOR SP06141M TIMUP MAIL 1 STP1ANf AT Lt47t! ON FEADY i 1 1 i MAIL (TLP.)(gE NOTE N ON SEET 11 a 15 0* I 41Ox3/4-Nal . r 1 + ' MAx 1 g 1 3 I WASHER W.PD CONT.SEALRTi 1 I 1 t e• 1oN SCR0 1za.c� 8 I I' ; w �T4x3/4' HEX HEAD �- 1 8' ' !' .;'.� 1/4.0-20.3/4'S5 N9 TEK SCREWS O 9'O.C. i _ ___ 014x3/4•S.D.S. 1 1/4' !. Nb 1/4'►-To NUTS OR 1/4'0-20 SS.M.S. i CONCRETE ANCHORS _ _ 6 �O J O B'O.C. __ _ Max. --- '• ''S O,Y O.G W/NUT O 9.O.C. SHEET 14EDULE ON n 1 P.O. ,: :17 omTnc NON SRLUCTURN. ay OF O '' 2.00•MIN.S- WALL TRM(OECORA7NE1718 1.-• E:D.S.AB /14x3/4•F.N.S.D.S. •• 1 •' POURED CONCRETE 'O.C. RODWRO1 7 8' 1 7/8 APPLICABLE CONCRETE ANCHORS SEE HOLE 13(b) SEE NOTE 13(b) DPOURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 ORCONCRETE BLOCK SHEET 14) POUREON SHEET 1 - _ REQUIRED OR CONCRETE BLOCK REQUIRED ©KEY�?'ONE MOUNTING IN�TALeT10N oPnoNu POURED __—__-_--- (g)--HV HV WALL FLOOR INSTA TION__. wxMUY Aso.OFs1ON 1 W-e__.____Wr - - -- CONCRETE ------ - -- ©--HV-WALL-WALK-OVER INSTALLATION---- --MA1�uMsamR.�"+s-0 -.------ - REOUIR[D ------- ----- QJ HV RAINGUARD INSTALLATION t NOTE., -NM-EOR-COMBINATION OF-SECTIONS: -----• -s- a --•t THISINSTALLATION --- E D.`-EDGE DISTANCE -- 4-SEE LIM ATiONS OF USE FOR---'-'---- -- --"—�--- --- 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13)- - "O ER TRANCADJACENT TO A"OPERABLE�S11 BLADE SDN SHEET 19 INSTALLATION DETAILS W/ HV BLADE- ($SEMBLY IN ANY MOUNTING D "ANY NIG"sruuTION. FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Ione N.TizjA''' - - ®2015 EASTERN METAL SUPPLY, INC. ............ BERTHA HVTM IE- Accordion Shutter System C O i N c. AS■S■A■ KV.RADE g1 W/CR W/O Kv NINDDMI RADE Shutter Systems IEV.Ik DEsaHMOH DATE DRAWN Br: MAIL. TATE OF ��` TILLIT TESTING & ENGINEERING COMPANY AsgOC10t10r1� Inc. t OLD 17-192 4/13/15 DATE: a/t 3/15 0393 N.W.36tH.St,Ste.SOS.NR�1N CATNENS,RORXN 331 kE Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING NO -� ,c'., R \ .e e-.aaa GRnooaa.awa West Palm Beach, FL 33407 3 EB-000719 4 15-085 "k FLORIDA WALIER ALO TLUT Jr.P.E. s SHEEP P.E. S 'fGgNA�fl1RE/DATE L� µ1� s 7 OF SEE END WALL ETS 10 & 18 `i INSTALLATIONS W f�Z H V M "°'�ON LOCKING RODS©. E 5. ©� 0 U T 90' DWI AND E SLACK L ACK Nv LOCKVF®GN SHEET 5. EXISTING Gl,,n BLADE W HV CENTERMATES **&�E��DETAIL FIVF IS VALID FOR ,! CEurEANATEs APPLICATION WITH BLADE 1 �R SEE ENO WALLGONdECTIDN DUSTING GLASS DETAILS ON SHEETS 10 & 1 - ---------------------- -------------------- —Sj 1 ® ® ® ® ® 2•.2'x1/6'A•-2 8 a+ + 1 5 (soea-te Au,Dr)ALUhL 3 1/ae OPPOSING 6 1� SYMMETRYCAL ANGLE W/(z) I//4Y CONCRETE 1/z' a Q+® ANI710R5 fo coNCREfE I CENTER AT S CENTERMATES NLN,sET'A1iATI0N /BOnOM)k p10.3/4'S.N.S.a 12' - ( TO GLASS O.C.FULL LENGHT. SEE SCHEDULE (4)010.1/2ATEACH 5.115.E.(USE i + W/ HV LOCK o, or 3 *V LOCK 3 ON SHEET 11) At EACH ANGLE.(TTP) 5 ® � * 35* IN KID 1 1 9Hr 2' '°'®� ° ® HVB OUT ® � * HVC HVA ®�®6R©•ODN®OR 1O•®°" DUSTING GLASS ONC�RETECONCRETE 0BLOCR KeWAALLL REO ©•Q+QTR©• 7Q'�I _______________ 10+®"'Q•®�Q+©°°-- i----- — s INc '®°'Q•®°'®•®°'I SYMMETRICAL * 7 7 �•�+©°'t/'O•®� uHN. ESPARAnoN SEE SCHEDULE J CuuTI 1 CE TERM T S* IN — +®OA ( TO Gess 5 W SS HV OC 6 OPTIONAL ON SHEET 11) NLN.SEPAHA710N — ®+® — ® a * INTQ210R) ®•®��'®°R®'® TO GLASSOR (SEE SCHEDULE I N OPnONAL ON SHEET 11) (INTERIOR) ----- - --_- -—-—-—- ---------- O UT CONCRETE ANCHORS 0 1 I 1 16.O.C. Z --------_ ---- - * 1 a --- -_—__..--- -1- - - --- -—- -* - --- VARIES — - - - - — 3- 3 — -- -_—-- -- - - -- 9Q __._ 6 U T § 1/2•MAX.SLACK oUT (anEriiGR) - HVE _ = HVF** _ _ - - - HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone NEFAL SUPPLY.INC. ,,��,•��� ........... ''�, BEWHA NVTM A S S A Accordion Shutter System IL E C O INt. KV.RADE#1 W/CR W/O U.W)N]OW BLADE TILLR TESTING & ENGINEERING COMPANY American Shutter Systems EV. DFSCUMON OAT[ DRAWN BY. IL STATE OF -�= 03W N.W.36U.a..STM 3M.VRGM GARDBa'..•FLORm1 331 Assaciatiane Inc. 1 OLD 11-192 4/J/1s DA7E: 4/13/15 .+� Phone:(30.5)871-1530.Fm:(305)871-1531 4268 Westroads Drive 2 DRAWING No AZ V0-;' a-maB:ORoco®-1— West Palm Beach, FL 33407 s f7R �C�`�. EB-0006719 A 15-085 �i,,��AFSS�o....-��6`��. WALTERfu J IIILUT 5 SHEET P.E. 9Yldl,/I,���AT4'T�2E/DATE 6 8 OF 20 ALTERNATE INSTAUATION WjHV "T" LQQ5 HV MALE/FEMALE "T" LOC S CENTERMATES 48) & LOCKERS V BLADE g END coNNEcnoN DMILS ON SHEETS Po A 19 INSTALLATION In HV BLADE OUTHD GLASS IN ��� MADE 0mALK DETAIL NW.INDICATED ON SNEET 8, ISN/ HD CENTERMATES i4� i _fi�' IN MEWELAS uMNOLSAL D ON T1119 r.UAYq USE WITH THIS��TERALo. a�a©•Qa`-' `.'•®a MT o+MAL M SH N TM 5RT THDETAILS ON SHEETS 10 F1 acc END WALL ODNNECDON I �•®a©•�©•©a18 ©'O'®a©'Q•®O1 6•6a044•0a cret{� 3 o K0NCR we — <aPtawtJ 4 (oattoNAL) L------------------n—_--------_---__—.-----.--_—_— _ ----------_—_— __— N)P10a/2'�su�� i /1Q.5/{-SYS�fY — —T— --�� Ar EAa ur,E( a TULL 1n+a1r ae I N (4)N y, EIKI (4)xv. 3 rK sduw an 30 HV T' PINS(�•) 3 — ,a/1 PfNs saamm" 5 3 LOCK (INSIDE) _O w RM n t --- ----------- - --�- — -- — — -- tts• 5 1 2 1 1 OUT 31 oR 3 3 31 ort�2 31 oR 3 31 aR® 21/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (oPnDKVJ *SEE" a FOR NY Loch®• * W/ 7/8"0 x 3/32" WINGNUT. (aPrENNJ HDB-HVB OUT HDC-HVC r LOCK.ON SHEET s. ©0 HV "T" LOCK (OUTSIDE) SYMFA.FTRICAL HO CENTERMATES ASYMMETRICAL HD CENTERMATES �G* W/� LOCK (EXTERIOR) W/ LOCK ANTERIOR) t SORES 9444 ALUYNW (2024-T3 PILO*LARGE itiuux THIN �a®a.©•(Qj�a,8 10•®a, SNEEK NUISERf,PART/0820, 10,®a®•�©•®eN AS MINUMFURLD BY AVDEL C JW T03 M.PARUPPOfY.NEW JERSEY ©•�!©a©•O•®a 070.51 OR=101L. a•®a®•®a®•®a®•® #9D:xD1Es m LOca9e Rom O s No®lone oN stoET e -- ------- - - ---- ------ ------------------ --------- -----_---- _-.- u14w+stL RmaN9 aADE®ocrn.NDo-Nw IS ---- ----- ------ ----- - - --- - --------- ------------ WID-roR-YE'CQItTAW0E5'APIIJGN10�6-tNx-aAOE -------- ----- -- -- - - -- - -- - --- ---------------------- - -- ------ - -------------------- --HDD— _ FLOATING-"STACK FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone (9 2015 EASTERN METo1L-SUPPLY. INC. - �'P� "'4T BERWA HVTM �; �,�CENSF • ASA - /riLrEc O ���. S * Accordion Shutter System KV.HARE#1 W/OR W/O FLK HINWN BADE ,¢ ��l,J'•'lk- American Shutter Systeme REV.1k 013CRIPMR DATE DRAWN BY: Y.E. TIWT TESTING & ENGINEERING COMPANY TATE OF 'AnnOciation. Inc. , OLD t 1-142 4/1J/15 DATE 4 13/15 s3eb K.W.xa 3fun.sr,sm 305,VaLconA GARDENS,E1tlfftR\an 4268 Westroads Drive 2 Phmw:(305)871-1530.Fa::(30.5)871-1531 DRAWING No �i�'�ps;S• aG�``: -0n�eD191.om" West Palm Beach, FL 33407 s 15-085 �/ONAC��.�` WALTERF n PLUT I iitE 6 SHEET P.E. SR;M19R�ATURE/DATE s 9 OF 20 POURED CONCRETE POURED CONCRETE CONCRETE CONCRe-TE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALLOR WALL REQUIRED BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQUIRED /— WALL. CONC ANCHO �DOSRNG GLASS /_�'�„_.—. EXISTING GLASS �� 2'MM EXISTING GLASS ( e 16'O.0 r_ 1. —^ ) 2'MIN. 1 W GIAs(SEE Atli SEPARATION UK Sm"TION EO EQ MIN.SEPARATION SCHE[IUUE SEE IO(LASS(SEE 11 FOR BLCN SHEET ID MASSADE MAWSCHEDULE ON SHEET SQIEDUE ONSEE TD GLASS SHEETI{ SC#iDILE ON SHIFT 1/16'«3'MAX. ON SHEET 19 FOR 11 FOR BLADE®AFD I11 FOR BLADE®AND it FOR BLADE OAIA (6063-T6)CONT. BLAOESOJ�® ON 9EtT 1s FOR 1/2• ON SHEET 19 FOR (LOCATE AT H1D6O&® PLFOR ATE. (LOCATE 1/2. I BLADES •f—� B LADES & QSIDE i AT EITHERD; MIN i 4 USE 1'OR 2'MAX. I 1/2'MIN. 910x1/z'S.N. 910x1/2'S.M.S. I _�.___ (AS APPUCABI�x2'xl/6'x0'-2' 0 16'O.C. ALUMINUM CUP ANGLE 151 ® 16'O.C. _1---_ _—_—_ 4 (6063-TO ALLOY)AT MIDHEIGHT IC 4 ` (2)1/4'01TAPCONS ANCHOORS TO rj SEE DETAIL X FOJ i OR �' WALL AT SIDE OF(D)(LOCATE AT i OR �' SIDE CONNECTION I OR (jEjl' SEE DETAIL X FOR CO TO TRACKS SIDE CONNECTION nom.©.0.•8 0•®� SEE DETAIL E FO 4 a 6 7 a 8 1 TO TRACKS �5, SNE CONNECTION �•®'� °1 'B •®" 1 •®w®•®°'Q•®n TO TRACKS �. n ©•0.04 0•®n ©•0.0-©•0•®n ®•®"®•® V ©n ®•®n®•®n©•®n ®.i�m®.'vo"'l J•®a ®•®�©•�V•®°A ®•®n®•®u®•®°'�LyC7 ®.®n®•®n®.®°'®�® �•® ®•®�®•®nom ® ®'®•®'®•®nom ENDCONNECTION DETAIL 3 END CONNECTIONETA DIL END CONNECTION DETAIL Q Q END CONNECTION DETAIL 0 4 RCQUIRm ONLY FOR SPANS GRFA717t THAN 12'-0' POU ED EXISTING GLASS CONRCRETE CONCRETE WALL LNG 4 4 REQUIRED _ MNL SEPAPottiON 91 1/2'S.M TO GLASS(SEE ® 16• ,C. AML SEPARAMON Y —'---- ---- 1S SCHEDULE O E SHEET CONC 1/2'MIN. TO GLASS(SEE SHEET D _ ____ 6 OR( O) 19 FOR ------------ ----_-- _ ©OR®OR�OR� ON 511FFT 19 FLR ANCHOR a 11 FDR BLADE OMD 4 ------ --- CONCRETE BLADES O& 12'O.C. J� ON SHEET ® ---- - OR@ ANCHOR Q f6' 1 2 MIN. O.C. 4 1/2-MIN. _ _ _ E 6 OR®-(q0RR 2'MIN. 2`NTN. SEE BLADE MA11 ONNSHEETU19 SE FOR ©OROOR0OR(0OR(g VIEW 5 POURED CONCRETE OR i OR �n©•On B , .®n ®���©•OO n®'°®•®' D INSTALLATION CONCRETE BLOCK WALL n ®•®n®'��® __REQUIRED______A�_ _..—__._ -�_ •®'®'®°'©®' _ _ ©a0_m�©0 ®n - 1 BLADE OR HV WINDOW BLADE INTO -_ �©�O=fl�C��6?��0-®a - -- CONCRETE=-OR- CONCRETE=BLOCK -WALL.- END WALL.END CONNECTION DETAIL 5Qs0•®�®•®a®•®-� END CONNECTION DETAIL 6 ®`® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 2015'ESTERN-METAL-SUPPLY,-INC.--- �cEN C/T` '- BERTHA HVTM 1S LSSA Accordion Shutter System 1 L ECO 1.C. . . . . FLK BLADE#1 W/OR W/O H.V.W+NDDW BLADE o ¢ a/�I;it° AmerilTan Shutter Systems IEV.N. OrscRpnoN D= DRAWN BW: M.L. 1, TIWT TESTING & ENGINEERING COMPANY AaaociatTon. Inc. 1 OLD 11-192 4 13 IS DntE 4/13/15 STATE OF :'� sass NIT.3s1n s.s1..3115,ottstal GMZ,nMWA 331 �'9•• Phone:(305)871-1330.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No `' .� s�.t:Utm oao— West Polm Beach, FL 33407 3 s�ONAI.�\���``` wALra1 11UTf1Jr.P.E 4 15-085 � ��� FLORIDA tic.1 44167 3 SHEET P.E. N` LI A�fURE/DATE s 10 OF 20 SCHEDULE 1&1 SCHEDULE 192 SCHEDULE #3 MAXIMUM SHUTTER SPAN* •L+" OR "L-" * IMUM SHUTTER SPAN L+" MAXIMUM SHUTTER SPAN 'L+' *" (ft.). FOR INSTALLATIONS W/ SYMMETRICAL OR "L-" ft. FOR INSTALLATION LEGEND CENfERMATES. @ &®or or ( ) R "L-" (ft.) INSTALLATIONS - INSTALLATIONS W/ W CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE N.V. LOCK ®or® or or & d(�W/ ONE HV LOCKS MANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK Or®or® OR W/ NO LOCKING WALL A, B. C. D. E. M, N, 0, P. O, ASD DESIGN PRESSURE SPAN GIVEN NEGATIVE CENTERMATES ®&®W/ ONE HV -r W/ NO LOCKING RODS® ODS MOUNTING F, K & L R• S, & V. LOCK® W/1W0 LOCKING RODS® TOP & (SEE NOTES t,ft) (yALID FOR MOUNTING e SHEEP 7) FLOOR CEILING (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES �L / G, H, I, 11, J T, U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CE)UNG: CONCRETE&WOOD INSTALLATIONS 0 CONCRETE&WOOD MOUNTING CONCRETE & I"1 GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, ASD DE" ASO.AXrdW NIMALLAR A9D DESON INSTALLATIONS LRESMIE WALL MOUNTING FLOOR/CEILING WRQ WALL MOUWING PRLSSM DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. 1Lt1WJ RUM Rmw FLOOR/CFIUNG MOUNTING YOUNING & GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (Pa+a (NL.) FLOOR/CEDING YOUNIING ( '1- OR (.aR-) (�oR-) (+Da-) FLooR' ALL Moumxc DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. L+ (I) L-(11) L+ (A L-(ft) L+ (1) L-(0) L+ (R) L-(II) MAXIMUM SHUTTER SPAN "L+-OR "L FOR 30 OR LES 16'-0' 16'-0" 16'-0" 16'-0' 1 30 16'-0' 16'-0• 30 16'-0• 16•-0• INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.&S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN T_+•AND-L--- .35 14•-10" 14'-10' 15'-2" 16'-0• 35 14"-10• 14'-10" 35 15-2• l6-10' 40 13•-10• 13'-10• 14'-2" 15'-2' 40 13'-10' 13'-10" 40 14•-2' 15*-- (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1• 13'-1• 13'-4' 14'-3' 45 13-1" 13'-1• 45 13'-4• 14'-3' t HV CORNER CENTERMATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5• 12"-5• 12'-B' 13'-7" 50 12•-5 12'-5• 50 12'-3" 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/COLING MOUNTINGS: 55 11'-10• 11'-10" 12'-1' 12'-11" 55 11'-10" it'-10' 55 11'-1• 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION q2 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 11'-4• 11'-4• 11•-7' 12'-4' 60 11'-4' 11'-4' 60 1 10'-2' 10'-11' NOTE#5,SHEET S. RATING: 65 101-10' 10'-10' 11'-1" 11"-11' 65 10'-10" 10'-10' 65 9'-5' 10'-1• DETERMINE., 70 10'-6' 10'-6" 10'-9' 11'-5• 70 10-6' 10'-6' 70 8'-9" 9-4' LI+-MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. Lz+-MAX. SPAN FOR FLOOR/CERING MOUNTING 75 10-1' 10'-1' 10'-4' 11'-1_ 75 10'-1' 10-1" 75 - 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN Z+•OR INSTALLATIONS. 80 91-10" 9'-10" 10•-0• 101-91 80 9'-10' 9'-10' 'L-•AND MAXI1lUM A.S.D.OFSING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-8• 91-6• W-9" 10-5• 85 9'-8' 9•-6• INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING 90 91-3• 9'-31 91-5' 1 10'-11 90 V-3" 9'-3" SHALL BE LIMITED AS FOLLOWS: DETERMINE: 95 9•-0• 81-9" 9•-2" 9'-to" 95 9'-0• B•-9" 1- CONNECTIONS TO KEYSTONE MOUNTING L,-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9' 8'-4" 9'-0' 9'-7' 100 8•-9' B'-4" LIMITED TO +64,-72 p.a.f. AND 8'-0'SPAN, SEE L2-= MAX.SPAN FOR FLOOR/CEIUNG MOUNTING YOUNTTNG©ON SHEET 7. INSTALLATIONS. 105 B'-7' 7'-11' 8'-9" 9'-4' 105 8-7" 7'-11' 110 B'-4• 7'-7" W-7" 9"-2' 110 8'-4• 7'-7" FINAL MAXIMUM ALLOWME SPAN IS EQUAL TO THE 115 8•72" 7'-3• 8'-$ B'-11' 115 W-2' 7'-3• SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "L7+•. 'U+", 'L,-'AND 12-' 120 81-0" W-11• 8'-2• 8'-9• 120 e•-0" 61-11' (4)GO TO ANCHOR SCtLE1DULE WITH FINAL MAXIMUM 125 7'-10' 6'-8• 8'-O' e'-5' 125 7'-10' 8'-8' ALLOWABLE SPAN AND NEGATIVE ASD. DESIGN 130 7'-8' 8'-5' 7'-1D• 130 r-8•7'-10' r 130 RATING TO DETERMINE MAXIMUM ANCHOR 135 7-7" s'—z• r-9• 7--9" 135 r-7" B—z• WIND ZONE MINIMUM I SPACING. 140 7'-5• 5'-11' 7'-7' 7•-B' 140 r-5' S'-11' ASTM E-1996 SEPARATION 145 'r-3" 51-91 7'-0• r-0• 145 7'-3" S'-9" TO GLASS 150 7'-2" 5'-7' 7'-4" r-0• 150 r-2" 5--7- 155 7'-0• W-5" 7'-2" 6'-S1" 155 7'-0• 1 THRU 3 1" 160 W-11' 5'-2• 7'-1' W-7• 160 6'-11' 6'-2• 165 W-10" 5'-1" 7'-0' 6•-4" 165 6'-10' 170-----gcg•- -4'=11'--6'-11- -8'-2'- -- ---1-70-- -6'-9"---4'-iL--------------------'---- - _ _ 175 6•-0" a-9' 6'-9• 6'-0". 175 6'-7" 4'-9' 180 6'-6• 4'-B" 6'-8' 5'-10' 180 6'-6' 4'-8' H B LA D E 185 6'-5' V-6' 6'-7• :i-8• 185 W-5' 4'-6' - - - 190 --g'_q•-.--4'-5' -F-0•.. ._5•-6"-- _ —190-- ^6'-4' --4"-5---- --- -- -- -- ----- - -- - _ - --'- - `-- 195 6'-3'- 4'-3' 6'-5• 5'-5' - 195G-3• 4'-3' 200 W-2" a-2• 6'-4' W-3' 200 ' - 205 s'-1' 4'-1• 6'-3" W-1" 205 1 W-1• 4'-1• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone --0-2015-EASTERN METAL SU,_.-, INC. �SS�``at1``A TITIN[j� - - A■S.S■A■ BERT A ter System �' '� I L E C O �■�. Accordion Shutter System q��� M.13"#1 W/OR W/O FEV.WINDOW RADE t1kTICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV. DESCRUMON DATE DRAWN Sr MW. O. •*` 6115 N.M.UM SL.St.305.vlRtuDA twmLls.noROA 311Assoclatton, Inc. t OLD 11-192 4/13/ts DAZE 4/13/15 Ph--.(=i)871-1530.F-:(305)871-153t 4268 Westraads Drive 2 DRAWING No 4r$ A-mail:tiftw0ad.c West Palm Beach, FL 33407 3 F ® 06X dP -009 15-085 'S O�C�c•..•LO{;` .••�\� W&TER A ruff'I,P.E 4 �;SL011IfIG bRZ�E/DATE FLORIDAu�/441676 SHEET e 11 OF 20 i • . :III i:�-? :I. :�� �•::?-b..l . ,� JI. 11' i•: r.•� :al •: t•n .:al .�:�. o-:7: :I.•M :uh.•:o- ?, O�mmmmm00C]®[amIII7EM013OmOmmm > mmm0rammoAnno mmm000no mmmoaoivoi�'imma�voio mmmnn�"n 000noono 000nmmmd��v �®m4000O¢�mmOOp[1ElQm�00 OUO[]I[11OOp� a•mmnonnoa•mmnnon�mmm000r�nmm[annonQmmmnn�oroo ononnono �mmmvoomommm000m�m00000®mmmon�®�m�� nm ®mmmmmla mmmo ommmmnnonoa•mmomooQmmmomooQ0000mmv© ooMEM dm•ammmmmmmnoovommmoovnQmmmndonpnaonn000 mmmvomasa mma•nonoo[ammnonov 0mmod©oo a•mmduvoo 0000rvA©o mmmOOOdoO mmmmmOopoODOom mmd0000d OmmdOpCfp mmmOOmpQ 00000®©D m0�00m��0®md�[7®�0®mOODOO 0®000Oaa 0®m0©OOOO DOO�OOd� 0 ©pO0mm00[��QmmmE7000©i17m0 0o ®mOQ dpQOO[ld®mOd Q®���©DQ mmm[10C�OQ mmmOi•7OO©®mm��®i7��mmOOi�pa QdOppODa ®mmoovoammmo�ovomm�000no[Tdllmm4onoommmv noo�nnonomo mm oQQmmmo�000a•mmvovvommmm00000mmo� d000noonmo wm��mpommmonoraQmmmnnonQmmmnp000mmmvormoQ00000noo mmmnoopsa�nmmo�amQo mmmnounQ a•mooppno a•mamQnnn o�000moQ mmm0000=m®mo�r�®ommmnon®mmmmopooQa�mmmi�m oPionno®mmmoai ' a�mmonop asmmo mmodpooQmmoo 0000 v � m morapoQ mmmomooQ mmmv0000 mmnp000•a mmovpopo onm00000 m m�dpQQRlmmOF�OpOmm�0000 ®0©pppQmm0i7dpOn000OO�O© ' mm�Opnnra0mm0�noommOOmpQ���-]®nn0006f�mOpopnopmd©o0a mmm0000Qmmmv nnQmmmOOQOdQ7m©nppOQmmOOpppOdpp�®ni�i� mmmn�®oe��mmov000 m®moovoa m®voa��oo�m�®©OIpdIO OOO�OmmO mmom©voommm000vom®monon���oodoao�mmov0000mm�©oo� mmv00000mmmooQQo®mmonnop�oopppaQ�n0000p000©�umopa n�®®o��mmv0000HAl3l3 vodmoovvo�oo���noni0000000©onoo SUN mmmovooea®mmpppoo�mooppoo mm00000•o 000mmeoa mm©pooQiammmQoppo aa000moopoppomoAopop nomm©000 � mv0000�aa®�Q0000�m��aetoomm000pQowrmm00000�nnonno©oo mmvoiQ�r�aea®mmaoaoornmmnovov�m0000�o�� ��av0000nn©0000 0 ®mmoonoQammpoonoommon0000vmonppnQompnn0000m® ©000 �_ = ' • • ' ' � a•moonopammQQQQQQ��Q�o�onQmmn■aooapmmnn000��oo�omoe� mm000�oommoQioaovoa•mosasa�oo�aoQ�000�oonvooQdnm®Dopa � � � • •" � ®®onQ000mmQQQQoommopp000ppadooaooinnoopoos�000na • • HE ��®pppOnQa•®npHno=Q� �nonoA6fmonnn000Doomoeo mum=== m ®®ponQmm®nQ�o®�in®no®nna ®®000000mmQoon m0000po�000po®o�noo v d00000dd mQno�aopomon00000mov000po�oo nvoQm000n000mo©oonoo ' �a000noo�wvonivovo�000v000a®omoQooaovvoov000mmHMEN ®�o�om®mmo�Qovvo�0000vn�vonio�o�0000a�n000000�onm mtaovoQoo¢stvovQpQomlv000000rao noaaamv000vooaomoe osa I .. y � 1 0=- • r MA)(IMUM ANCHOR*- SPACING On.) SCHEDULE FOR aSNEN MAX. SHUTTER SPAN- ItSPECIFIGATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.D. OWN KIRTIVE E= RATING ADD A CQRRESPWNG MOINM TYPE FOR CONCREIE OR CONCH OHMIC OISFALATIONS (SEF MOUFTINOS E 0.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POTTED 000CMWAVICRICIE BOCK POURED CONCME]E (A) TO EXISTING POURED CONCRETE:(Mim Ir.-3 1m0 wlam EQWALL SILL MOUNTING ©CEILING MOUNTINGHO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS 1NNUFACIURED BY LT.W.BUMOf.(NIrI,Cc=3 ke0 (� azm NGAINE PItES9iE WNW DEM KINK H�9BE wets OEM 1010HAE MESSUS FARMSANCHORS SPACING LEGEND _ 1/4'0 BLUE TAP CPOINTS CRETE ANCHORS �AS MANUFACTURM BY FASTEN♦ERSW. &FLORIDAO BDIRECT,SPECOMPANY.(M-Yc=3 km) 3D 40 60 175 1 GO 112D 160 205 3040 60 75 90 120 160 205 30 40. BD 7S 90 120 160 205 TAPCON 1 - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED HY POWE S FASTENERS•INC.MID DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY 14 2 10 B 8 e 6 s.s 14 12 10 9 8 e 6 8 l4 12 f0 0 e a e 6 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED UC04SED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTETE SlSMAS ASSOCIATION.INC. THREADFORM TECHNOLOGY (MIR,f'c=3 Wi 3'-0' 14 12 10 0 8 B 6 6 14 12 10 9 B B 6 6 14 12 10 9 B 8 B 8 ) DR LM 14 2 10 8 e B 6 6 14 12 10 9 8 8 6 6 14 12 10 B B 8 8 5 ALL PINTS SOLID-SEF 14 12 10 B B e e 7 14 12 10 9 B. B 6 8 14 12 10 9 8 B 6 6 BLUE TAP W/CPP NOTES. 14 12 f0 9 0 7 55 3.5114 12 10. 8 e e e 6 14 12 10 B 0 B 6 6 TAPPER+ A1)MINIMUM EIABEDMENF WTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORL TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 D 8 B . 8 14 12 tO 9 B B 6 8 14 12 10 9 e 8 6 9 ANCHORS LS 1 3/4',AND FOR BILE TAP W/CAP ANCHORS IS 1 1/2-. 4'-0' 14 12 10 0 8 B 6 4 14 12 10 9 8 B 6 45 14 12 10 9 B 6 4 33THE 14 12 10 9 8 e e 45 14 12 10 9 8 e e 6.6 14 12 10 9 6 8 6 45 �)MINIMUM ST EMBEDMENT OF 1/4!0PERMITTED. x 3/4'ALL POINTS SOLID-SFr ANCHORS SHALL BE 7/8'INTO NG POURED CONCRETE.NO FIEBEDMENT 14 12 10 9 75 53 35 - 14 12 10 9 8 e e 8 14 12 10 9 e 7 5.5 4 ♦U rpm OF ug FOR INTO STUCCO STALL BE WITH NO S 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIUM SHOULD STUCCO DOSE,AND 5.�- f/ 12 10 9 e 0 0 6 14 12 10 9 e 0 B 55 14 12 70 0 6 B 6 {5 GRADE ON SHOT 19 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 to 9 8 7 4 - 14 12 10 9 8 es, 5 35 14 12 10 8 e.5 S 35 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE E)=NG WALL OR FLOOR, 14 12 10 B a 75 45 - 14 12 10 9 B e 6 45 14 12 10 9 8 8 45 3.75 ANCHORS SWILL BE LONG ENOUGH TO REACH THE MAGE STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 95 75 0.5 4b - - 14 12 10 9 B 75 85 4 14 12 10 e e 6 4s 35 NOTES A7)&A2)ABOVE.FOR INSTALLATIONS ON VINYL.SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER,FOR 6'-0' /4 12 10 D e 8 6 - 14 12 10 D B 0 8 5 14 12 10 9 0 65 •5 SS INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 7.5 55 J - 14 12110 &S 7 SS 4 3 14 12 B B.5 5.5 4 3 - 14 12 10 9 B e - - 14 12 10 9 8 9b 5 75 14 12 10 6.5 B 5 4 - (B) TO EXISTING CONCRETE BLOCK(ASCI C-90) 14 12 S 64 5S 3 - - 14 12 10 9 8 85 45 3b 14 12 10 B 7 5 35 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUIL M �.-O. 14 12 10 9 5 8 - - 14 12 10 9 8 7 9 4 14 12 10 D 7b 5b 4 J - 1/4'0 X•3/4'ALL POINTS SDIID-SEr ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. 14 12 10 8 65 4 - - 14 12 9 75 6 45 3.5 - 14 0.5 1 55 45 &8 - - - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 Al 7 4 - - 14 12 10 9 7b 55 4 - 14 12 e 7 7.5 a5 - - - 1/410 TAPPER+ANCHORS AS MANUFACTURED By POWERS FASTENERS,INC.AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 14 11 7 55 45 - - 14 12 10 9 7S 55 4 - 14 12 9 7 6 45 3 - COMPANY OR ANY 07M APPROVED LICENSED OR AUTHOR®VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 8'-0• 14 12 10 0 B 65 - - 14 12 10 9 8 6 4 - 14 12 10 a 65 8 15 - NOT6: 14 12 06 7 5.5 3 - - 14 12 B 6.5 55 4 3 - 25 85 6 5 4 3 - - &1)MINIMUM EMBEDMENT INTO CONCRETE BLOTS(OF TAPcON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 7.5 0 - - - 14 12 9.5 B BS 5 - -[14 12 B 8 5.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9b 6S 5 35 - - 14 12 10 B 66 6 - 12 B 65 5 4 9.-0. 14 12 10 B e - - - 14 12 10 9 75 4b - - 12 e5 7 Fib 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'4 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 115 75 8 4 - - - t4 T1 T 9:5i 5' 33 E 55 45 3.5 - - - EMBEDMENT MD STUCCO SHALL BE PEWRIED. 1/4'0-20 S.S.MACHOS SCREW USED SWILL BE 1 1/2'LONG 18NR1UM SHOULD STUCCO [14 12 D 85 4.5 - - - 14 12 65 7 53 4 - - as 7 55 6 45 - - EMT.AND 1'MINIMUM FOR WALLS WITH No STUCCO. BS 55 4 - 14 12 B 7 8 45 - - 11 7 55 45 &S TO'-0' 12 10 9 75 - - - 14 12 10 8'eb 5 - - 12 e e 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS•PAVERS OR ANY 10.97 53b - - 13 956- 543 - - 7b 5 4 3 - ANCHORS SHALL LLE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SWILL BE AS INDICATED ON 11 75 55 - - - - 14 11.6 9 6 5 4 - - 95 6 5 4 4 - - NOTES B.1)&B.2)ABOVE-FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 8 5 - 14 12 8 6.5 55 4 - 10 6.5 5 4 3 FOR INSTALLATION INTO EFS WITH METAL STUDS SFE SHEET 20. 12 10 - - - - 14 12 9 7 8 43 - - 14 ab 7 55 4-53b - :E S - 12 9 8 4b 4 3 - 9 7 4b JS 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 10 7 - - - - - 14 105 7 55 4S - - 15 85 55 45 .75 -7 43 - -114 1111.5 75 6 5 - - 12 9 e 4S 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 14 12 10 - - - - - 14 12 B 65 55 - - - 13 t0 55 5 4 - - - LOGE DISTANCE RSU¢ SPACING SCHEDULE FOR ANCHORS: 15 85 45 - - - - - 11 8 55 4 3.5 - - - 8 6 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 1&519.51 8 - 13 95 65 5 4 - OS D 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 19.5 - 5 - - 14 10.5 7 5S 45 - - 11 &5 5b 45 33 - REDUCED SPACING OBTAINED ItSNG FACTOR SHA l NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANHOR TYPE. - - - - - - 14 115 7.5 e S - - - 12 9 e 45 4 - - - FACTOR - - - - - - 10 75 5 4 3 - - - 75 55 4 3 - - - - ACiW1L5 - - - - - - 12 9 e 4s 4 - - - es 7 B 4 - - - - EDGE TAPCON TAPCON WITH ADVANCED AIL POINT SOLLD SEr BLUE TAP W/CAPTAPPER+ - - - - - I3 as es s - - - - Ds 7s s 4 - - - - IN DICTANCE LHREADFORM TECHNOLOGY LIN.SPACING 14'-0' - - - - - - 14 GS 7 55 - - - - 11 BS 55 4S - - - ED. MIN.SPACMG 3' MON.SPACING J' MIN.SPACING 3 1/2' WW SPACING 3' 3 3/4' 4' = _ _ _ _ ___B__7_4S.3.5 _ 7__5_ _3. _____________ _ _ - _ _ _- -_POURED CONCRETE&-FOI�D.�E-CSE gDpC_POURED CONCNETE& POURED CONCRETE&POIA✓ED E 0 7EBDQC- it 8 3.5 45 - - - - 9 65 4b - - - - - CONCREE BLOCK MN ED.-3 1/t'WL FA-2 1/2' CONCRETE BLOCK -- CONC EFE-GLOCK-MRL ED-3 1/2' M-2 1/Y MN EDit WL M-3 1 IRE ED-r- ss to s6s - - a9 e s - BLADE WORKING • 1.o a.81 t.oD- - oe4 t.o 1s'-0' _ - _ _ _ _ esa.5a - - - - - es 6 32 1/2' - a81 1.D - M67 1A-• - - -- - 65 e 5 - - - - - e5-6-`4- - - - _ --- ---IN UNISON _- - - - - t5 85 5b9 6s.4b - - - - - - T 9/4' - 0.91 -- - - - 0.43_ _ _ _ - 25 BS e - - - - - 10 751 1 2 035 035 6 45 3- - - - - - 9b 7 5 - - - - e 6 4 - -I=I_ I EI FLORIDA BUILDING CODE(Non High klocity Hurricane Zone O T1LC 4/,�. -___ -- -- - _-®2015-EASTERN METAL SUPPLY,INC. ��..��p: /T , `� 'SENSE ��'' BERT TM _ A■S S■A. 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SCHEDULP. FOR A GIVEN MAX, SHU�R SPAN NEGATN (n ASD DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 16&17). SOMHERN-PINE _ SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH °• SPRUCE PINE SPRUCE PI E i/2" MIN. COX 2 W , FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD �p MIN.G=0S5W/ W/ MIN. G=0.43 W MIN. G-0.36 MAXWW SPM(R) WALL MOUNTINGS CEILJNG MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M• N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS 9.0.WALL MOUNITNGS B.O.WALL MOUNTINGS W & X W& X W & X P & Q S&V S&V S&V ®I iD59H&ic(pYj MIDIUMRESOEMM(A MMbac POMMEM ®rIBIaE W799R ROHIC 4Y1 TOI8mcRF3aRRACM MUMOMFEWMCM RiC11Rac Ro-54R Ras G11LMLONOMPMMWK64 30 40 60175 90 05 30 40 60 75 90 105 30140 60 75 90 1105 30 40 60 75 90 1105 30 40 60 75 90 OS 30 40 5075 90 05 30 40 60175 90 05 30 40 60 75 90 h 05 130 40 6075 90 05 30 40 60 75 90 05 -0'OR 2 f0 10 9 6 8 6 6 6 6 8 6 12 10 10 9 _L.L 6 6 [4.5 6 8 8 12 10 10 9 B B fi '6 6 6 8 6' 8 5 4 4 4 3 12 12 12 12 12 12 12 12 1Z 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 8 8 6 6 6 6 6 12 10 10 9 B 8 6 6 6 e 6 12 10 10 9' 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'x-0' 12 10 10 9 0 8 6 6 6 6 6 5.5 12 19 10 9 8 8 6 88 6 5 12 10 10 9 8 7 6 6 6 6 6 5 8 S 4 4 4 3 12 12 12 12 12 12 12 I212 12 12 12 12 11 12 12 12 0.5 6'-0' 12 10 109 B 6S 6 6 6 6 .5 4S 12 10 10 9 B 5 6 6 .5 5 45 12 10 10 9 6 3.5 6 6 6 6 5. 4.5 8 5 4 4 3.5 - 12 12. 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 6.5 4 6 8 6 .5 4S 4 12 10 10 9 5 3 6 6 5 4 S 12 10 10 7 .5 - 6 6 6 5 4 3.5 8 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0.5 8.5 758'-0' 12 10 10 75 4.5 3 8 6 6 5 4 5 12 10 10 6 3.5 -• 6 6 .5 35 3 12 1 a 10 4 - - 6 8 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 95 12 12 1 9 7.5 65W-0' 12 10 10 5 3.5 - 6 6 5.5 5 3S 3 12 10 9 4 - - 6 6 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 10. 12 12 12 1 95 88 12 12 10 810'-0' T2 10 7S.4 - - 6 6 5 4 3 - 12 10 8 3 - 6 6 .5 3 - 12 10 3 - - 6. 6 4 .5 3 - 6 5 - 12 12 12 12 1 9.5 12 12 12 M 8.5 75 12 T2 9 7 6 5 11'-0' 12 10 5.5 - - 6 6 45- - - 12 10 4S- - 8 .5 . - - - 12 10 - - 8 .5 4 - - - 8 5 - - - - 12 12 12 12 10 8.5 12 12 12 95 8 7 12 12 8 6.5 5.5 4.5 12__ 12 10 4-5 - - - 6 6 4 - - - 12 10 3.5- - - 6 5 3.5- - - 12 10 - - 6 S 3.5- - - 6 5 - - 12 12 12 1. 9.5 8 12 12 11.85 7 6 12 1 7.5 6 5 4 13'-TY 12. 10 - - - 6 6 - 12 la - - 6 4.5 - - - 12 7.5 - - - - 6 .5 - - 12 12 12 0. 8.5 7S 12 12 10. 8 5.5 12 0.5 7 55 4S 4 14'-0' 12 10 - - 6 .5 - - - 1217 .5 4S - - 12 7 .5 .5 - - - 6 3 - 12 12 12.9-518 6 12 12 9S .5 6 45 12 9.5 6.5 8 4 3 15'-O' 12 - - - - fi - - 12 - - - - - 5 - - - - 12 - - - 5 - - 8 - - - 12 12 11 9 7.5 5 12 12 85 7 6 4 12 9 6 5 4 12 - - - - - 6 - - - - - 12 - - - - 5 - - - - 1 - - - - 5 - - - - - 6 - - - - 12 12 10. 8.5 65 4 12 12 8 8.5 5 J 11.515.515.514.5.3.5 - l 1 HV BLADE OR n HV BLADE WJ �1A HV WINDOW BLADE WORKING IN UNISON* •6U:U ARDIIS W Ug FLXI TRADE GN.19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. -I..ANDtM TO_WAU..FLOOR OR SDID_WDCO_SOFIrL%tALL_BE A4_FOUOWS:- -_____---.-__. J.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUEHERN-PNE'Na -1/4'4 TAPCON ANCHORS•AS MANUFACTURED BY LT.W.BUIEDM DEX W/MNWM EMBEHT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.DS.) EACH BECKON ON SHEETS 16&17. -SPRUCE PNE FIR NORTH W/G-0.43(NDS.) EXCEPTION:SEE NOTE 2 BMW. -SPRUCE PINE FIR SOUTH W/0-0.36(NAS.) _.2•ANCICS-TO-HOIIDW-CEILI1A1 NG-91-eE.AS.PFR.U0UH181G..TYPE.U..S1EEf_17 AND.SFIALL.CON.SLSf_OF- -MN.1/2'COX PLYWOOD(1988 IPA) LAG_SCRVX'S-AS•PER NDS'2412SPFDIFY101DNS:.-_-"_- --..-.-_-� r -.. --_..-"._- - �i--4 ANp14#t1i-SHALL=BE'L45lltl.EO-FOtLOWNO.MI OF 114S R�Id(1EN0ATN1N9-ANO SPECIFICAT1WXl5-0E-T„E_ __ _` __ __ __ _. _ ANCHOR'S MANWACTUREA.. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ©2015 E*TERN METAL SUPPLY, INC. BERTHA HVTM "1... /WLFEE"o SNCA■S■S■A■ AccordionShutterSystem •••• . HV.9ADE#1 W/OR W/0 KV.WINDOW BLADE American Shutter Systems REV.N. p6CRIPI1011 DATE DRAWN BY: M.L. `S�;"G4��� '• TILUT TESTING & ENGINEERING COMPANY abi 67 6355 KW sca 51•Ste.305•VROM GUMS,FLORIDA ul AeeoclotiOn. Inc. 1 OLD i 1-192 4 17/15 DATE 4/13/15 -�'� •';*C P1. :(30.5)871-1530.F=:(305)871-1571 4268 Westroods Drive 2 DRAWING No *.. * -11;b1b.-O Loom West Palm P.E. ach, FL 33407 � 15-Og5 gTpSE OF : a ®-+>TUHJ Jr. 4 WALTER A IILLO E '• FLORIDA Uc./44167 s SHEET INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & ((A1 HV: _ BLADES AS APPLICABLE MAX. S + OR L- FOR INSTALLATIONS INTO WOOD WITHBLADE 1) ONLY SAL WALL FINISH - BE UMITED-TO 105.0 ppf, ill DESIGN PRESSURE RATING, SEE SHEa 19 FOR MAX SP - _ 1/4.0 TAPCON DR S D DES GN PRESSUREFOR E 1 & 4A) MORKING IN UNISON TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY 1/4.0 TAPCON OR 'r W/1 1/2'Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGYIf OF THREADED AREA TO ;`c W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING I AGIL SETAll I I 1 OR .. DUSTING WOOD HEADER. WOOD HEADER.(SEE Sf%iEDUIE ON SHEET 15) F TO MASS(SEE (SEE.SCHEDULE ON SHEET 15) I s 1/4'0-20x3/4'S.S.MACHINE �—19ADE® I u ®. 7a 18 SCREWS W/ 1/4'-20 NUTS I ON&EII 19 FOR 1 `.r 1'Min. O 12'O.C. EXISTING I HAD6/fl&� x GLASS---I . '• � � F I I F­11:�k��T­ ti a Z .�:. •~ 1 L..J^I LJ oR 1 r FlNL41 WALL �DDsnNG MW. i• FINISH °a� F 2'x4'WOOD I EXISTING MIN. F HFADER REQUIRED --OOR ® I •z4'WOOD EXISTING D 6 HEADER REQUIRED THRE TAPCON FORM OR TAPCON G W/ ADVANCED THREADFTRA TECHNOLOGY ED 1 1/2• Gl 't m I I I I I I ) Min PENETRATION AD RHRFACQS AriFA TO (--So�AE ON SHEET EX 9•-- MW..SEPARATION TO CLASS (SEE SCHEDULE ONEXSTING WOOD SHEET15) 11 FOR BLADE(DMD (SEE SCHEDULE,=SHEET 11) I ON MEET 19 FOR GLASS-1 2k4'CONT.SILL DMFS a)&�a PLATE REO'D. ON HV WALL HEADER INSTALLATION I OOBY WALL SILL IN;ST L I ILQN I OM HV WALL HEADER INSTALLATION EXISTING I MIN SEPARATION TO GLASS I I NLN.SEPARATION TO CLASS DUSTING ~(SEE SCFLEDULE ON SHEET 11) ) MOSTING �(�SCHEDULE ON SHEET 11) NM�FF-1. WN.SEPARATION TO GLASS 1 I ) GLASS GLA55—I 2WOOD'MATE 7((SEE SCHEDULE ON SHEET 11) s i 1/4.0-20x3/4'SS. RED'D. 0 In� r'.'•y c_,. 1/4'0-20c3/4'SS. I MA USING SCfiENSNUTS 1 I I 1 s I�J.''ti �•:�r• MACHINE SCREWS W/ I I '•;ri"�'<. \ `. 1/4'-20 NUTS'O 12' I O 12'O.C. WALL .., ;;t.+•. TTMSH I I E.O.C. I -;�•:<• .. OR©8 1 OR ' WOOD PLATE REO'D_ 1'Yin. it 1'Min. I t;i 1/4"0 TAPOON OR TAPCON WITH ADVANCED 0R(q THREADF'ORM TECHNOLOGY W/1 1/2' .'1i 2'x4'CONT. Min. PENETRATION OF THREADED AREA TO -1/4'0-TAPCON-OR TAPCON-WRH-PDVANCED___--_ -... — - _ - DMT_NG WOOD HEADER. THRE-iAPCOADFORM TECHNOLOGY fr 1/2' 1/4'0 TAPCON OR HQ]F: REO'D. (SEE SCHMULE ON SHEET 15)-- ------ Min.PENETRATION OF THREADED AREA INTO PLYWOOD \ TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL WALL.FINISH (SEE SCHEDULE ON SHEET 15) DOSTING MIN.2'x4' t/2 YIN.CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. ' STUDS O 16'D.C.MA%. PLYWOOD REOb. REED Min.PENETRATION INTO�PLOY�4'OOD 2-MOUNRING COMBINED IN ANYY WAY T BE ,/2 MW._cox PiYWaOD REO'D._-- WALL FINIS scHEDIILE,oN sHEEr 15 SUIT_ANY-INSTALLATIO.— HV WALL SILLINSTALLATION__ - - ----RFA'D.,PLYW0o0 TD.BE-- _ -_ -----_—_—.. _ — _ NG MiN:-2-■4'STUDS OW'O.C.IMAX REO'D. -- - .ATTACHED TO_STUOS`LN- (__" _' )_ PLYWOOD TD DE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE YDT}i wm1 SECDON zsDe OF TIE Fe.c. SECTION 2308 OF TME QO HV WALL SILL INSTALLATION •��o� g OF ©HV WALLSILL (NSTAL�OON FLORIDA BJILIDA CODE(Non High Velocity Hurricane Zone -- - - - - - -- - - -- ---- - - - --- -- — - -- -- ®2015 EASTERN-METACSUPPLY;INC.- -- -- - i BERTHA TM ��`'`°`,Aa1HlunnN►ugaAAcl/ ,'�' _ A s s A Accordion Shutter System 1 L E C O I N C. . . . . FIV. MADE#1 W/OR W/0 FAY YAll RM E 71WT TESTING dL ENGINEERING COMPANY Amerfean Shutter Systems IEV.N. 'DESC MPnoN DATE DRAYM BY. M.L 835e N. 3M.SL.Ste.Dae.VR=0 CARDea,FLORDA 3316t Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 STATF,�• OF Phone:(305)871-1530.Fax:(305)871-1531 4266 Westroods Drive 2 DRAWING No 9 :�� ,mux tnL.cueawwn West Palm Beach, FL 33407 3 =,O.c'•'�LORIDP :�'c E$Goo97,9 4 15-085 P. F ' .. ...•'G\�```AlE WALTER uA.�I ii,siE s SHEET 20 ''xh fiif1IQ INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR n HV & HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE1Q ONLY S TED TO 105.0 S PRESSURE RATING S SHEMAX /-WALL FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE M& WORKING IN UNISON 11/4.0 TAPCON OR 4k8"(M,ui.)E)GSRNG EO 4-• 2 YIN. IAPCON WITH ADVANCED EDGE(IF APPUCABLE) THREADFORM TECHNOLOGY STRUWOOCTURAL BEAM ADEQREQUUACY RED. W/1 1/2'Min.PENETRATION 1/4'0-20x3/4'S.S. OF EXISTING WOOD BEAM OF iHRFADm AREA TO 1• PHI PS TRUSS HEAD TO BE CERTIFIED BY EXISTING WOOD HEADER. MACHINE SCREWS WSTING WOOD a SEE SCHEDULE ON SHEETp Alin. REGISTERED ENGINEER OR TRU''SES OR \( W/14-20 NUTS ARCHITECT PRIOR TO RAFTER O 24• t9 O 12t o.C. SHUTTER INSTALLATION. 1/2• 1/2" D.C.REQUIRED I �) 1/4'0 TAPCON OR TAPCON WITH ADVANCED DOSING SOFFIT ,257• THRFADFORM TECHNOLOGY Max.TALK. a ?s Mtm W/ 1 1/2'Mn.PENETRATION 014x3/4" 1'.4•x1/s'CONT.ALUM.TUBE a I OF THREADED AREA TO SMS. (6063-T6 ALLOY)W/ >I I OPTXINAL E1057ING WOOD HEADER. LOCATE LAG (SEE SCHEDULE ON SHEET 1a) D 6'D.C. I 11 Or©Of Q (3)5/1H RAFTER 8'0 LAC SCREWS To or Q or 1© I LOCIR TRUSS. SCREWS AT Li I MIDWIDTH OF EXISTING WOOD I EXISTING MIN 2•x4' i I I MEMBER,(2"Min.NOMINAL EXISTING--'IJ HEADER HEO'D OPEN HOLE AT EACH WIOTFf)W/2'Min. GLASSU MIN.SEPARATION TO GLASS I STUD TO ACCEPT P TION OF THREADED ( (SEE SCHEDULE ON SHEET 11) EXISTING I GLASS S/16b LAG SCREW ' MFA VAUD FOR g AT CENTER OF TUBE INSTALLATIONS WITH 72ps1 Ill MAX.A.S.D. DESIGN WAND QS HV WALL HEADER_ INSTALLATION —i G„� D°sASS O W INSTALLATION MAXSTAN.THIS GLASS 50 oay(4E INSTAL MAX IS ONLY VALID 11 FOR BADE mHD ♦ FOR WOOD W/MIN.SPECIFIC ON SHEET BIADESO OOR ® 11MR 81"ONO�m 1 OR FT OR OF 0.50 AS DOUGLAS 2 ON s[aT 19 TA2 ®♦ OR EQUAL PINE Na.2. 1-SEE SHEET 4 FOR TYPICAL SHUTTER XME7MBLY 2-NOONIING SECTIONS CAN BE COMBINED T HV CEILI G INSTALLATION w ANY WAY TO suR MY INSTALLATION. U. V CEILING INSTAELATION I ro a (5¢ ----DOR®♦ I MIN. 1E Mw. ARATION SEPARATION TO GLASS DOSING "�1111 Fm m"(DANO TO GLASS J 7 (SEE SCHEDULE ON SHEET 11) GU6S I w sEfT 10 FOR (SEE SCHEDULE �JOSTIN.�11 -------0 \I \ ION SHEET 11) ( `1111 I I I F I S I I E µ I I EXISTING FlNSH I IGLAS 1/4• I WALL LOCATION J/aC #10.3/4`HITTs'I I 2'x6'MIN.WOO Mox. ©� 7 3/8 WASHER HEAD TEK I DECK REQUIRED pR 2'x6'MIN.WOOD SCREWS O 12'o.e (NO FINISH DECK REQUIRED(ND �-'' ALLOWED) 'ISI FlNEDGE OF DISC 2' 1' OF E EDGE OF DECK ' •` J _.--APPLICABLE-- J1 APPLICABLE -DECK IF IF APPLICABLE 1. 1/4'O-20x.7/A'S.S. r \ 1/4*0 TAPCON OR PHIPS TR(JSS HEAD _ APcON WfiH ADVANCED Min' MACHINES NEWS 1/4.0 TAPCON O OR TAPCON WITH ADVANCED 2'x4•CONT TIiREADFORM TECHNOLOGY W/1/4-20 NUTS THRFADFORM TECHNOLOGY W/1 1/2'Min. 2'MIN. 'ELATE W/1 1/2'Min.PENETRATION _® lY O.C. 1/4'O TAPCON OR TAPCON WITH ADVANCED THRFADFORM 2'MIN. 7HRFRARON F THREADED —_W/: "/2"1'AREA TO_ _..___ _ __._ _TECHNOLOGY-W/-1_-1J2'-M'm PENETRATION,Of-THRF�1D1E0—�-- _ _. _ _J""-AREA:TO-EXESTNG'WODD-HEADER-.(SEE-_ OF7' G WOOD HEADER. -- - - AREA TO DUSTING-WOOD HEADER.(SEE_SCHEDULE H - ON SM-T15) SCHEDULE-ON SHEET IS) - - - - (SEE SCHEDULE ON SHEET 15) ♦SEE UMr01DON5 of USE FOR O HV WALK-OVER INSTALLATION_ HV 'WALL SILL INSTALLATION BUDE p DN SHEET 1B WO FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - - `♦��SP�,+�R....T�� 7'�'' - -- - - - -- - - --� -©2015 EASTERN METAL SUPPLY. INC: - -- - - ' ' BERTHA NVTM 10EN � ' Accordion Shutter System `* Itv RADE y>I w/OR w/o�.v YdNDOW 9.AOE. * *= American Shutter Systems OESCRVWN DATE DRAWN BY: M.L. qt �� �./ 71LLIT TASTING ENGINEERING COMPANY ASaOCIOt10D. Inc. 1 OLD 11-192 4/13/15 Dae 4/13/15 $ •. r Q`` 6=N.N.JMn.St.St.30%VRMU GARDENS,E1ARM 331 ��_ Phone:(305)871-•1530.Fax:(305)871-1571 4268 Westroods Drive z DRAWING No '�i (<' �``♦� e-mw:6TtewOaal.wm West Palm Beach, FL 33407 3 /ONXLvv""`N WALTE®A.CM R'Jr.P.E. 4 15-085 �AA17 NTT RORIOA Lia#44167 5 SHEET P.E. SEAL�S�I A�'URE/DATE 6 1 20 END INSTALLATIONS (!) HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS SNOS RFD', 214'm2L WOOD MUDS FWD. 2_NX NN U STIDS 1/sY TMWR VD00 STUDS. (AS AMUCAS11) \ / AR IM O 6.OC. \ / .y QS~AMS) \\ / a FINISH \ / 1 I\\\ // �° F1x611 TO 12'mX STUDS1R-eDEXISTING CLASS OD�61.N0 =E7tISSNO 61A55 Y. La's.. CUSS 'I// \\\ •7 F7fI5DH0 GUSS ILT X / X\ I6'1 1/2•PIM .., xx� IOL m OA f3E 1/2• -.z SOVOUKIN SO OEC ORSHEET T a (s>< 1/r HSL Lox •✓,.' .v'. 0+5167 1 9AMOE®aMft 1/1613• 11 FOR OA96 HAND .o'}; ♦ ,^:" .;� SOEDIIE OF SH, PLWAxW. N SHEET 19 AWY.Q �" 'n•PL�rMO�00. 9/ffS(D& tO91 IT SW 9� 1/Z' 11 rtR tAALE mato Ql SHEET 19 FOR 1 mUt IMTE.N96AE 12' FWM SAAma)C® 61ADFS/D9� AT fJtxEA a f 1 •Ov, M,C,v/WIIqA.eby-r — oieD.C.9J1S' /fwt/r sus -—- rumauY 016 o.a -_- 4 t(p%iml .0 6.rope W VM r�m_a{AOx1100 r0 1 OR�• 5 4 SEE DETAIL z • ® a.VF a s 1 OR �• ME 1 OR SFE DERAL x FOR 1 OR�y r�� SEE DEVIL X eCOWCiw C4 Q. SIDE C rtlDp�N Q-Q•©©- 9'®' 10 TRICKS ®.®'�'©.®- To END CONNECTION DETAIL 8 END CONNECTION DETAIL END CONNECTION DETAIL p 1 O O - �EX6D5IO •FEDUWM MY FOR SPANS GRATTR THAN IZ-C• 2101 un BOOD /P•VJVM ANCHORS 1/4'e iAPOOq AHC! +1IdT 311A / SSTUDSN/1 1/2'NK N/f 1/2•AAK bl6OG I �aasnHc cuss-\ PENETRATION a Ir 0/. PaETRana o Tt oc. ♦ SEE LIWAl10NS OF USE FOR M s1 = • th'UKItADEM 4 4 BLADE to ON SHEET 19 1111so,&"IN®ra 9SHEET Nl3m6 FOR 1/r UN -—- - 6 DR®DR�°R CM I•: 5 ueL (DOR • 4 _ 4 > - -- - -•0.007-�-®•®� aA,.Fns11 214.101.N000 =WALL �---- -C9•®•07 ©•®•4�- -------- -p���DR�at 1®x11®—yIEW r- - ------_—_—__----- ------ —_ ®�®•�'•�®- SIaE RMD. FLASH .�.®•�•®•Q�. puN D AET IL_x END CONNECTION DETAIL-- ® END CONNECTION DETAIL O2 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `\\\,ERA T%F� �� ----- 201 5-EasrERr+rnErra suePLr,1Nc.- '' BERTHA HVTM �FuAl�/T�" Accordion Shutter System .S.S.A. �L'rg CO NC. RV.a"#1 W/OR W/0 KV. WINDOW MAGE c ��/S43 T1WT TESTING do ENGINEERING COMPANY American Shutter Systems DLscRIPnoN DATE DRAWN BY. ALL 7L•� ASsOCIOtion, Inc. f OLD 11-192 4 13/15 DATE 4/13/15 TATE OF 5355 H.N.3M.St.Ste'3DS.VRML4 GARDENS'FLORIDA 331 4268 Westroads ILhive z ' O'•• F�`� Phone:(305)871-1830.Fox.(305)871-1531 DRAWING No �ORIDP•.•'acv e-mea:Ult—Oed— West Palm Beach. FL 33407 3 ••• `G��\.��' WAUER®A OTS.Ur'067 1,P.E. 4 t 5-085 •t` .\ FLORIDA U.0 44167 5 SHEET P.E.'31<q�V�RE/DATE 6 IS OF 20 •GENERAL LTMRA7TONS AND CONDITIONS OF USE FOR BERTHA - 1.MAX A.S.D.DESIGN PRESSURE RATING:+110,- 110 P-J. - 2.MAY.SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS:A,D.G&H ON SHEETS 6.7;AS WELL,AS MOI1NtNG5 N.O.T.U&W ON 94EM 16&17. � ONLY CENfET7MAlE4 L�l (80D1 W/�4 OR(2)ARE NIAWED WDH 2(�1, 4 5 IN A SYYNE'f&( OR OPPO51NO IATfDUT.IN.CASE OF OPPOT.JNG O m®oa r iNIUST BE INCLUDED ONLY AT DaFRHOR ACCESS SIDE OF CF12fFR - _ • • • , , • , TMP.EA-tslo s.(A)NV vnNDow euoe Q sNALL orae Aunty A MAwiuuM I>F s 0PR6NCS (3'o HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 .5 � • • ' ' OF MIN.GFARAHCE TOP OR BD 2'. EDGE OF AIV WINDOW HARE 1O ALLOWED AT HV 9{ � OF ANY 3b HOLE FOR SHAH.BE 12•. WINDOW BLADE (C)FNCT,OR l�BLADE COLING OUT FROM STARTERS AT ENDS MAY BE FHV WINDOW BLADE 1 • , , , , , (D)HIV WINDOW BLADE fO MUST BE USED ALTERNATE TO A SOLD IN BIADEOI THROUGHOUT SHRn1ER'S WIDM. � � • , , , (E) TES SWM ALWAYS BE INSTALLED ADJACENT TO A SOLID FIV H -5A BLADE 1 AT EITHER$NAE OF THEM. SEE END } POLYCARBONATE r1V WIDOW®%vtu.BE INumm SO TKq TABS FACE CONNECTION • �� $ , , , , , THE INTERIOR OF.THE OPENING WHO PRU"=ED..HJ WINWW IIy MUST BE DETAILS ON SHEETS ONLY INSTALLED AND LOCKED USING A W SETTING TDOL PROV.BY ASS& 10&18 TYP. 1iBy� " FULL HSGLU' Dg 6.SEE ANCHOR SPACING SCHEDULE FOR NSIMUMONS INTO WOOD FRAME I� 1 FTI' BUILDINGS ON SHEET 15.AS LNIIED BY SPAN AND DESIGN LOM(SEE NOTES p p 4 a1 1&2 A1OVE). iV Cp 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 A: 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE N(IES 1 &2 ABOVE). ( 8.MINIMUM SEPARATION TO CUSS SCHEDULE.PER ASTM E-1996: 1YP TDP FOR W O6®�,,.� WIND ZONE MINIMUM SEPARATION TO GUSTS D H f� -UNLIMITED VAUTH 1 THRU 3 1' ELEVATION ,.w X10,F�aR Him 4 gas• FJOSIING GLASS �1 ---- ALD ON TF65 SLEET Cat aUAOES�& 5 /� \� ALTERNATE OPPOSING CENTERMATES 1i"i W/�(�( ) TMP. 1 1 \ 4 AND W/ OR (SEE NOTE 4 ABOIJEI ®0 P. yW�/To CRJ���1CAN�D MDQ® W/o (SEE NOTE 4 ABOVE) TYPICAL (1) HV-BLADE WORKING IN UNISON -WITH HV -WINDOW BLADE_ B SHUTTER* N.T.S. - -'•� ___ FLORIDA BUILDING CODE Non High Velocity Hurricane Ione AYINNIIIIIHfN/p h(E7AL SUPPLY,INC. �,,P��ER A. r�<<�r, , _ BERTH TM °�' ' vcE Accordion Shutter System /770E CO I N c. \ A.S■S.�� KV. BADE J1 W/OR w/o KV.VNNDDW HAF)E L* American Shutter Systema M.Ik DE4CRIFTI 11 DATE ORAWN BY: M.L. VWT TESTING & ENGINEERING COMPANY Association, Inc. 1 ILD 11-192 4/13/15 DATE 4/13/15 STAT mss H.W.36R SL.Sta.Sas.VIRMWA GARDENS,I1DGml1 a71 -F nF Phona:(305)971-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No O�•• R(QpI�P , A o-man:tatamead.aom West Palm Beach, FL 33407 3 i••......••'G\\`�� WALTER -000671 A-'TILUT J,P.E. 4 15-085 FLORIDA Uc.Y 44167 a SHEET P.E. 3fr 1ZE/DATE a 9 OF 20