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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED rr�� Date: 4/22/16 Permit Number: V �� Ef' E Building Permit Application APS 9 8 201 Planning and Development Services PER.:411',TING Building and Code Regulation Division 51. Lucie County L 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial x Residential PERMIT APPLICATION FOR: Shutter �PRQPOSED$IMPROVEMENT LOCATIONAM g;«.*..-- r�.a,4J _:.t.a-.. a m "x .# 'i,..,%.^. a✓ mt= KA #4,�� Address: 3920 N A1A 1204 Legal Description: OCEAN PEARL CONDOMINIUM (OR 1842-1609) UNIT 1204 Property Tax ID#: 1423-505-0044-000-2 Lot No. Site Plan Name: Mary Ellen Maclsaac Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED�DESCRIPTION OF WORK „ Y Install 2 Accordion Shutters CC}'NSTR, .- �a.TOORVAT � �UCFapply:wor to e e orme under this permit—check _ AddHVAC Gas Tank ❑Gas Piping Shutters Windows/Doors Electric ❑Plumbing Sprinklers 1:1 Generator F] Roof Total Sq. Ft of Construction: S Ft. of First Floor: Cost of Construction:$ 921.00 Utilities:Sewer 0Septic Building Height: 140' OWNER/LESSEE CONTRACTOR Name Chris Maclsaac Name: Michael Heissenberg Address:3920 N A1A 1204 Company: Expert Shutters City: Ft Pierce State:FL Address: 1626 SW Biltmore St Zip Code: 34949 Fax: City: Port St Lucie State.FL Phone No.772-409-4269 Zip Code: 34984 Fax: 772-871-0990 E-Mail: Phone No. 772-281-1915 Fill in fee simple Title Holder on next page(if different E-Mail: callexpert@aol.com from the Owner listed above) State or County License: 16572 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. Sl1PPLENCQ.NSTRUCTION LIEN LA EIUITAL W INFC3RMATlON r e DESIGNER/ENGINEER: X Not Applicable MORTGAGE COMPANY: X_Not Applicable Name: walterTINUr• Name: Address:6355 NW 36th St Address: City: Virginia Gardens State: FL City: State: Zip: 33168 Phone: 305-871-1530 Zip: Phone: FEE SIMPLE TITLE HOLDER: X Not Applicable BONDING COMPANY: X Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencinF,wor rdhw vourWoticerd' of Commencement. s _Signature of Owner/Lessee/Agent Signature of Contra r` ice se Holde STATE OF COUNTY OF , L1 A C' COUNTYOF STATE OF ` LuCI The forgging instrumAtAvas acknowledge before me Th rgoing instrument was acknowledged before me thi! of (, 1 20��by thi s=day of ht i 20 by (Name of person acknowledging) (Name of person acknowledging) (Signature of Notary70R c-State of Flor'd ) (Signature of Notary Publi State o� da) PersonallyKnown Produced Identification Personall Known OR Produced Identification Y Type of Identification Produced Type of Identification Produced ( I ­d HEATHER VIZZO II ' ogRRr HEATHER VIZZO Commission N�ir �16OXAP ��otAR9 Commission 7lJ�V� . ,�so�( JRYPUBLIC )NOTARY PUBLIC a STATE OF FLORID o 1 STATE OF FLORIDA s��E e► Expiras 11/13/2018 45 Expires 11/13/2018 Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS CRETE ANCHOR5 POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED CONCRETE 13 REQUIRED 1/4'0-20x3/4'S.S. CONCRETE REQUIRED ) CONCRETE ANCHORS MACHINE SCREWS REQUIRED FUR (SEE SCHEDULE ON W/1/4'-20 CONCRETE ANCHORS 17 18 R©RA LY57oN£(SEE uoutmNO®ON SHEEt 7) SHEET 13) NUTS®12.D.C. (SEE SCHEDULE ON SHEET 13) 1' I. Min. 1/4'0-2Ox3/4' S.S. Min. L[MD- OR 14 Eq MACHINE SCREWS __ EO E USING 1/4--20 NUTS® 12 O•C.E .250'MOx. -- - N 13 OR 15 __ y, 13 OR 15 y 3Y'' .250' D ---- tv 1 .250`Max. O. I `� I Mc%. E__ i D.• \ i i I I I OPTIONAL 1 1 iiI I �PRONAL III I i I I I 1 I m Iii(S� i I SaFDIA.E ON sI1O;r i ♦ •i I - MIN.SEPARATION TO GLASS I I 1 19 III I ;--COR ® I I I D(ISfINGr(SEE SCHEDULE ON SHEET 11) I I E)(IS71NG I I I I GLASS DVOESpe® I i i MIN.SEPARATION TO GLASS I 1 I GLASS--'I _ I-(SEE SCHEDULE ON SHEET 11) E"' I I 1 1 CLASS—I I I ©HV WALL HEADER INSTALLATION Q HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE IXISTING I MIN.SEPARATION TO GLASS I NX SEPARCON i i I i —(SEE SCHEDULE ON SHEET IT)— EXISTING 1) i' 1 GVSS—i I i i i 1 OR 1�6 I III I 1 EXISTING_] I m arcs(SEF I I I I I MIN.SEPARATION TO GLASS GLASS I �tF ON s� I I i i-(SEE SCHEDULE ON SHEEP 11) i ) I I I 11.®ADE OANO ,I I I 1 I I ON SKEEF 19 TOR I I WW I I 1 III I I I BAO�m&® I Iiry1 s E SONG I 11 OPTIONAL I II }Rc�II I ME I I 1 t' i G —I � 1I ii Mx'F iffl-1111",I 1 I OPTIONAL i i' i i 1/4'MaxoRI/' 13 15D. Eq ED 1/ 13 OR 152OR® -- - 1/4'0-20x3/4S.S.--- FNCRETE Eq q PHILLIPS TRUSS HEAD 1/4'0-20x3/4"5.5.PHILUPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS RS1/4"-20 NUTS® 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS® 12'O.C. (SEE SCHFDU�IE ON SHEET 13) Min. POURD SHEET 13) POURED CONCR OR CONCRETE BLOCK OR CONCR LOCK ORS REQUIRED WALL RE RED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET C1 4) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION D ETA I LS W. 1-SEE SHEET 4 FOR TYPICAL SHUTTER *E D.=EDGE DISTANCE ASSEMBLY O SEE E(9 ON OF USE FOR LII\ BLADE A D E 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1A ON SHEET 19 "J 1-7 Y Li'Y IN ANY WAY TO SUR ANY INSTALLATION. 1111111111 FLORIDA BUILDING CODE(Won Nigh Velocity Nurricone Zone A. T14 ©2015 EASTERN METAL SUPPLY,INC. \\CENS,('.,9-, .accordion Shutter System L I O .C. ® ® © H.v.aADE#1 W/OR W/0 M.\MNDON MADE `C Shutter SySt®EDS ,N DESCRIPTION DATE DRAWN BY- TILL Y: M.L - TILLIT TESTING & ENGINEERING COMPANY S AT ODATE:F Q= Association. Inc. I OLD 11-192 4/13/15 4/13/15 6, �'•, N.W.3:Rh.SL,Ste.3a1,MRGRBA GARDENS,ELaRBA 331fi (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive Phone 2 DRAWINGA20 FS G�``�.� a- il:tilt-0-1— West Palm Beach, FL 33407 3 15— "N', ZONACE '00' WALTER 0.TLLR1 Jr.P.E. 5 SHEET P.E. SEAL�9R'A'TURE/DATE FLORIDA Uc./)44187 fi 6 O II III POURED CONCRETE ANCHORS I na(L.SPN+ATwN , i i 1 OR y i I i NH.sEPARAnoN 11 I 1 CONCRETE (SEE SCHEDULE ON SHEET 13) , To aAss(5TE I I ® EXISTING , ' TO GLASS REQUIRED -;11 FOR BLADE AND GU1S5—; I i I '� g, 111 SCHEDULE°N EDGE OF '11 1ttd SHEET 10 FOR I i i �'• PO ON ' ' ; D. APPUCM1BI LE IXIGLASS� ALTERNATEI I' 'I , i i 'i, EXISTING ANCHOR ✓ x i GIAS LOCATION i 1 I 1 i t #t Ox3/4"HEX WASHER HEAD 1 1 1 1 OR 3 0R 15 . 3/e NIN. TEK SCREWS® 12°O.C. I EDGE OF 3/6 NIN. CONCRETE ANCHORS 8 SLAB IF 1 I + ] I (SSCHEDULE ON SHEET 13) 1 E i E I APPLICABLE © EE i EDGE Of EXISTING ; 1 1 l i i i EDGE OF--I I III SLAB IF D, GLASS—, SLAB.IF EDGE OF APPLICABLE I MN.SFPAWDIQY E.D. Q. LAB IF POURED I APPLICABLE APPLICABLE FIAT HEAD CONCRETE ANCHORS ' n)Gtas(SPP D. CONCRETE POURED 15a6 ONSH ' + CONCRETE FLAT HEAD CONCRETE ANCHORS REQUIRED ( SCHEDULE ON SHEET 14) POURED REQUIRED MaADfSso ® 10 OR ® CONCRETE REQUIRED (SEE SCHEDULE ON SHEEP 14) 11 ,TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. ......- @ HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER © HV CEILING INSTALLATION HV FLOOR INSTALLATION t SCHEDULE#3, SHEET 11 'Do, G ION.SEPAVATION F—KK CONCRETE ANCHORS G To� (M-F (SEE EE SCHEDULE ON 1/4 a J TN s�+o Flr( ory vrcsri0 IEXISTING FXISTINGI TECHNOLOGY OR 1/4'e POWERSEXISTING GLASS 1 IOM.5lDARAT°N m 41I.S5 ' GLASS--I ' FPSTETh7S TN�PER+ANCHd6 WI E; ; GIJSS --(sz salmult ox sixr 1U 1 ' Im grucmoN ro i i 1 3/4•ADN.ENBmAENT o 6' 0 i i' i i' I i i i s.wL=ON 11) , i 1 1 i O.O.FOR UP TO W-W SPIN AND I I I 1 1 4'D.C.FOR SPANS LARGER THAN 1 I I 1/4 i ' 1 6'-0-UP TD 8•-0'NAY AR'LY 4 n 1 1 I I / I I I 1 SFNANF AT EVcIiY FASIENOi FFM 1/2" D !III it10x3/4"HEX E. x MAX. I ' i i (EYP.)(S[E NOTE tt ON P LIMRAn 11 3/8' MAX. 1 eJ I' B I WASHER HEAD i 1 ;CONT.SEALANT Nil ' TEK SCREWS , HIX HEAD 1 B" ® 12"O.C. 1 B. 8 1 i i' 1 i i 1 #14x3/4n I I I �1 1/a o za,3/a'SS LIS li](SCREWS l2 9"O.C. ' ____ I i I I •''�::: ~~ OR 1 4`0-20 S.S. M.S. i CONCRETE ANCHORS _ _ 6 +O J/e $14x3/4" D.S. _-_= 1 1 1 1 4' '' osHZ 100-20 NUTS W/NUT 0 9`O.C. i (SEE SCHEDULE ON 1 1 •:a,.. 1 SHEET 14) �•'-• IX6RNG NON S7RUCRIPPL 1/2" Y ..2.00"MIN.?+> WALL TRM(DECORATIVE I EDGE OF 7 R 18 ..,T�... E.D, a SILL) I ; SLAB IF #14x3/M1"F.H.S.D.S. ti,,r c.MIN: { POURED CONCRETE ®9"O.C. 1 7/B" APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) EE NOTE 13(b) _ - - REQUIRED D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 p, OR CONCRETE BLOCK SHEEP 14)OR CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK oPnoNAI- Pau REQUIRED ®KEYSTONE MOUNTING INSTALLATION ( QK HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAxMUM ASD.DESIGN PRESSURE 364.-72 Pd REQUIRED MAXIMUM SHUITR SPAN V-0" HV RAINGUARD INSTALLATION t NOTE: THIS INSTALLATION SHALL BE NO CO RNA ION OF SECDON.S.• s _ t REMOVABLEWHEN PERFORMED DISTANCE ADJACENT TO AN OPERABLE EXIT 6 SEE UMATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE 1A ON SH ASSEMBLY INSTALLATION 19 INSTALLATION DETAILS .r f O HV BLADE 2-MOUNG SECTIONS CANCOMB N ANY WAN AY TO SUIT MY NI STBALLATIONINED FLORIDA BUILDING CODE(Ion High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. .• ✓ , BERTHA H F7 TM •\\CENSE'•,�''�; 1 E C 0 .... o M M M Accordion Shutter System Kv.MADE#1 w/OR w/o/O RV.Kv>MrmDW a11oE AmePdcan Shutter Systems .n DESCRIPTION DATE DRAWN BY: M.L. TIWT TESTING & ENGINEERING COMPANY o'•, TATE OF 6356 N.W.36U Sl.,Sta.305,VIRGINIA GMOENS,FLOR DA 3]16 Association, Inc. 1 OLD 11-192 4/13/15 OATS 4/13/1$ Pbone (305)871-1530.Fax:(305)871-1531 4266 Westroads Drive z DRAWING No c'•., OR e-mail:9lteco®oel.com West Palm Beach, FL 33407 3 15-085 G % EB-G06719 S.••........� ,S/ONA1 �1t���` WALTER A TILLR Jr.P.E. 4 P.E. SFS'fSIuuNA�URE/DATE FLORIDA u� @ aa,67 6 SH7�OF 2D SEE END WALL CON ECTIONAI O S SEE TES ON LOCKING RODS3®,FAV LOCKS(2p ar Q OUT 90' IN STING GLSS INSTALLATIONS W/ HV AND 7ERNATE HV LOCK®ON SHEETS. BIRD.SUCK DETAIL WIS VAUD FOR ALL BLADE Wj HV CENTERMATES C MATES APPUCAnON WITH BLADEQ ©aR�aR©*Q7 oR 8 a 10*Q3 OR SEE END WALL CONNECTION D-USRNG CLASS DETAILS ON SHEETS 10 & 18 Q+Q+@-(@-Q,18 OR y/ 2'.2'x1/8"x0'-2' 1 I ®+®OR 19+QaR 19+�5 3 1/4" 7" 61/2' 7„ (6063-T6 ALLOY)ALUM. OPPOSING SYMMETRICAL ANGLE W/(2) 1/4'0 TAPOON 1/2" orsR©* ANCHORS TO CONCRETE I CENTERMATES CENTERMATES (TOP/BOTTOM)& 10x3/4'S.M.S.® ,2" MIN. SEPARATION (4)g1ox1/z'S.M.S.TO TUBE I O.C.FULL LEN I W/ HV LOCK c Or lLol W/ HV L0� To GLASS AT EACH ANGLE(TIP) * Z (ONESHEET 11) 5 ® °° 35* I N * 1 1 2' 0 HVB our ® � * HVC 1 Q+OoR Q+©oR©+©aR HVA °"®�©+QoR®aR Q+�3 oR POURED CONCRETE OR @OR 1�1j+QaR /—EXISTING GLASS REOURm BLOCK WALL �./ ---__ r -- — IXISTING 5" 8aR1 4(I—RI.R) I _------------ + oR C7 eR r ---- O © SYMMETRICAL �'O © �+Q`18 * MIN.SEPARATION Gess 8 +®OR Q9I�IXISTIN CENTERMATES 6 © O © � O Q To Glass GLASS rn 1 + 8 OR 1 + S aR 8 + 7 (semSCHEDULE W/ HV LOCK Lb (.'CLON SHEET 11) MIN.S EPARATION (NTERIOR)TO GLASS OR(SEE SCHEDULE I NAL 3 ON SHEET11) RIOR) _—_—_—_—_—_ _—_—_—_ _—_—_---_OUT CONCRETE CHORS--- - 16.O.C.3 VARIES 3 /�k 2 - 0 o—uT1 5 1/2'MAX.SLACK OUT (EXy 3 * TERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane one, `\���P�1�11g�11�11CA111:11T,11l1(,1�0�1AA ©2015 EASTERN METAL SUPPLY, INC . B16RTNA IqTM EN Accordion Shutter System _ 1 E C® 1IMc. sa m it ® H.V.BLAS#1 W/OR W/O H.V.WINDOW RADE TICCIT TESTING & ENGINEERING COMPANY American Stutter Systems EV.N DESCMOx DATE DRAWN BY: M.L. o'• STATE Of ? 6J5S N.W.36N.St,Ste.30.5,MRGMN GARDENS,FL-.3316 Association. Inc. 1 OLD 11-192 4/13/,5 DATE. 4/13/15 ,OP. : Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No a-mats:Ult—Q-1— West Palm Beach, FL 33407 3 n OR `�� EB-000679 —t)$j WALTER AI J,F.E. AAA. 9 SHEET P.E. / ��i6VA `iV1}�E/DATE 6 8 OF 20 POURED CONCRETE POURED CONCRETE OURED CONCRETE pOQRtD CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL -BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED ' EXISTING G EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS .T- 2'MIN EXISTING.GLASS 0 16.O.C. r 1 r _ 2"MIN. 1 — MIN.SASS(SEEATION T __i•_ ) TO GI/ls(SEE I AIN.SEPARATION SCHEDULE ON SHEET To MN. LASSSEPA(SEEATION I I M1TO S�ON EQ 1 EQ TO GLSS(SEE 11 FOR FADE OAND SCHEDULE ONSHEETi 1D(,lASS(SEE I I SCHEDULE ON SHEET 1/16"x3'MAX. ON SHEET 19 FOR 11 FOR RADE HAND SCHEDULE ON SFIEEI' ON SKEET 19 FOR 11 FOR BLADE RAND (6063-T6)CONT. BLADES�& ON ORM 19 FOR 11 FOR BADE QpND (LOCATE AT ' ON SHEET 19 FOR ALUM. CLOSER I ` BLADES O&� 1/�� aADES(D&Op .TREK SIDE WMFS IQ&0 PLATE. (LOCATE 1/2'11 OF(D) AT EITHER SIDE \ i .A USE 1'OR 2'AAA%. 1/2-MIN. #Ioxl/2"S.M.S.-71 _—_—_ (AS APPUCABLE)x2"x1/6"xO'-2' _---- 10xi/2"S.M.S. _—_—_ 0 16"O.C. ALUMINUM CUP ANGLE 0 16'O C l %R & - 4 (6063-T6 ALLOY)AT MIDHEIGHT 4 ` (2)1/4017APCONS ANHO&TOSEE DETAIL X FO ) OR ® pTHERWALL A SIDE OF®) AT ) ORIDE CONNECTION1 OR ®� SEE DEFAIL X FOR TO TRACKS SEE DETAIL%FO Q.SIDE CONNECTION ©a'®m©`O7-6O 0 ®" SIDE CONNECTION®m®m 6 Om 8 to. TO TRACKS 8 0•®m 10•®�^©«©w©•©m TO TRACKS 10•®m©•®m©•®m 10•©^a©.®m©.©m 10•©m©.®m©.®m 6. • m 6.0 ©«QXj�'©`"©•O7'®m ©.O•©"'©•Oj •®°` ©'®"®'�mOg«©m,fa,, ©.®m®.®mO8«©m . ®•RJm�•®mO.®" ®`®°°�'®"®'©°° ®•®01�«®mt®•�5 ml'y'® O«®m®•®°"®•®"®�® mom® END CONNECTION DETAIL 3 END CONNECTION DETAIL END CONNECTION DETAIL 0 END CONNECTION DETAIL F REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL GLASS 4 4 REQUIRED AIN.SEPARATION j1 1/2"S.MSCHEDULE ON To GASS(SEE ®16' .C. MN.SEPARATION Y - ------ -___-- 1 BIAOED SHEET0 CONCRETE 1/2"MIN. TO GLASS SEE __--______-__ ____ 6 OR®ARDOR SCHEDULE ONSHEET _—_____ ON SHEET 19 FOR ANCHOR 0 - 11 FOR BADEOAND __--- ---- QOR©OR�OR� CONCRETE BLADES O&Q� 12'O.C. S ON SHEEDES T 9 QO 4 ______ ___ DR© ANCHOR Q 9-111 I6' 1/2'MIN. 4 O.C. - - _1 2"MIN. _—_—_ EQ 6 R 2'MIN. 2'MIN. 6 SEE LIMITATIONS OF USE FOR A( 5 BLADE OA ON SHEET 19 Q OR 13 OR(qOR(qOR� VIEW 1 ORi�' PLAN DETAIL X / 1 OR POURED CONCRETE OR is`®�'©•'U'•'©±©�' END INSTALLATION CONCRETE BLOCK WALL REQUIRED W BLDE INTO ® ®mp ®m® ®� ®'®"®•gym®,gym CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5� END CONNECTION DETAIL(9)6 �+®m®•®m®•O m®`® FLORIDA BUILDING CODE(Pion Nigh velocity Hurricane Zone ` ,, ©2015 EASTERN METAL SUPPLY,INC. PBERTHA HVTM S, \C E 1-accordion Shutter System AES ® R.v.uADE#1 w/oR W/o H.v.vd.eLAOE American Shutter Systems REV.N DES=PnON DATE DRAWN BY: ML • TILLIT TESTING & ENGINEERING COMPANY �y STATE OF =� W55 N.W.36th.SG,Ste.M.WRGIMA GARDENS,FIDRWA 331Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 �•• Phone:(305)871-1530.Fox:(305)871-1531 4258 Westroads Drive 2 ,off., ORI�V` z :' .-.oil:6ltecoWaoL.mm West Palm Beach, fL 33407 3 DRAWING No '/'� SIONAt.1•`,G�10' WALTER A TILUr1 J,P.E. 4 15-085 FTARM U.d 44167 9 SHEET P.E. S tspq KRE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDULE2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+' * NOTES: (ft.). FOR INSTALLATIONS W/ CA OR "L-" (ft.) FOR R •'L-" (ft.) INSTALLATIONS 1NSrA A17I oLEGEND CENTERMATES.® &® or or INSTALLATIONS W/ y� CONCRETE & (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE N.V. LOCK ® or ® or or & &�W/ ONE HV LOCKS Mp(�SpRY WOOD POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ® W/ NO LOCKING RODS or ONE HV LOCK or®Or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV Y' W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C. D. E. M. N, 0, P, D, A.S.D.DESIGN PRESSURE RATING. LOCK® W/TW LOCKIN RODS ®TOP & (SEE NOTES t,tt)® ODS MOUNTING F, K & L R. S, &V. (VALID FOR MOU(JTING 11 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES tit) /S SHEET 7) FLOOR/CEILING G, H, I, 11, J T, U. W & X WALL MOUNTINGS (TOP/BOTTOM)OR FLOOR/CEILING: MAMUM CONCRETE&WOOD INSTALLATIONS V uabMuu CONCRETE&W000 MA>a m CONCRETE MOUNTING & M aS.'. .I ST .W O 0.SD.DFSTGN x5.D.DESIGN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING. PRESSURE WALL MOUNTING FLOOR/CEILING PDtSIGN RESSURE WALL MOUNTING rR6SURE DETERMINE MAXIMUM SPAN SIG FROM SCHEDULE. y,TUVO PATD:G & RATING FLOOR/CLTUNG MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, MI MOUNG R.00R/CEIUNG MOUNTING �'0') (wa.r.) (Pu•) t. OR DETERMINE MAXIMUM SPAN •L-•FROM SCHEDULE. (+OR-) (+OR-) (+OR-) FLOOR' PLT.MOUNLING ��tL L+ (ft) L-(fQ L+ (ft) L-(tQ L+ (R) L-(R) L+ (ft) L-(R) V MAXIMUM SHUTTER SPAN "L+"OR"L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 16'-0" 16'-0' 16'-0" 16'-0' 30 16'-0" 16'-0' 30 16'-Q" 16'-0" 105 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+`AND'L-"_ 35 14'-70" 14'-10' 15'-2' 16'-0• 35 14'-10" 141-10" 35 15-2" 161-10' 40 13'-10' 13'-10" 14'-2" 15'-2" 40 13•-70" 13•-10" 40 14'-2' 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 13'-A" 14'-3" 45 13'-1• 13'-1" 45 13'-4" 14'-3" t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN 13ETWE WALL MOUNTINGS 50 12'-5" 12'-5' 12'-8" 13'-7" 50 12'-5" 12•-5" 50 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS w/FLOOR/CEILING MOMUNT 55 11'-10" it'-10" 12'-1" 12'-11" 55 11-10" 11-10" 55 11'-1' 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GNEN POSITIVE A.S.D. DESIGN PRESSURE 60 11'-4" 11'-4" 11'-7" 12'-4' 60 11'-4' 11'-4' 60 10'-2" 10'-11" NOTE 05,SHEET 5. RATING: 65 10'-10° 10'-10" 11'-1• 11'-11' 65 10'-10" 10•-10" 65 9'-5' 10'-7" LI_ AX.. 10° _ I+=DTEMAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6" 10'-9' 11'-5" 70 10'-6' 10'-6" 70 8"-9' 9-4" L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10•-1" 10'-1" 10'-4° 11'-7" 75 10'-1" 10'-1' 75 - 8'-9' 't"r IXCEPT THAT MAXIMUM SHUTTER SPAN"L+'OR INSTALLATIONS. 80 9'-10" 9•-10" 10'-0" 10'-9' 80 9'-10' 9'-10" "L--'AND MAXIMUM A.S.D. DIMING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE W120 9'-6° 9'-6" 9'-9" 10•-5" 85 9'-6" 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 9'-3" 9'-3° 9',5' 10'-7" 90 9'-3" 9'-3' SR41 BE LIMITED AS FOLLOWS: DETERMINE 9'-0" 8'-9" 9'-2° 9'-10" 95 9'-0" 8-9' 1- CONNECTIONS TO KEYSTONE MOUNTING L1--MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 8'-9" 8'-4' 9'-0• 9'-7' 100 8'-9" 8•-4' LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 8'-7' 7'-11" 8'-9" 9'-4' 1D5 8'-7" 7•-11' 8'-4" 7'-7" 8'-7 9•-2' 110 8'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 7'-3" 6• - 115 1•-2" 7•-3- SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 11+'. "L2+"."Lt-"AND "Lz-- 8'-0" 6'-11' 8'-2" 8•-9' 120 8'-0' 6'-11° (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM —u - - - 125 7'-10" 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 7'-8" 6'-5' 7'-1D' 8'-1' 130 7'-8" 6'-5" WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2- 7'-9" 7'-9" 135 7•-7' SPACING. 140 7'-5" W-11" 7'-7" 7'-6" 140 7'-5" s-1,• ASTM E-1996 SEPARATION 145 7'-3" 5'-9" 7'-5' 7'-3" 145 7'-3" 5'-9" TO GLASS 150 7'-2" 5'-.7" 7'-4' 7'-0' 150 7•-2' 5'-7' 155 7--0" 5'-5" 7'-2' 1 6'-9" 155 7•-0' 5•-5" 1 THRU 3 1„ 160 6•-11" 5'-2" 7'-1" 6'-7" 160 6'-11" 5--2- 165 6'-10" 5'-1" 7'-0' 6'-4' 165 61-10" 170 6'-9" 4'-11' 6'-11" 6'-2" 170 6'-9" 175 6'-7" 4'-9" 6'-9" 6'-0". 175 6'-7" 4'-9" 180 6'-G' 4'-8" 6'-8" 5'-10° 180 6'-6" 4'-8" HV BLADE. 185 6'-5' 4'-6' 6'-7" 5'-8' 185 6'-5" 4'-6" 190 6'-4" 4'-5" 6'-6' 190 6'-4" 4'-5" 195 6'-3' 4'-3• 6'-5.' 195 W-3" 4'-3" 200 6'-2' 4'-2" 6'-4' 5'-3" 200 6'-2" 4'-2" 205 6'-1° 4'-1" fi'-3' 5'-1' 205 s-1 4-1^ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN{MEETAl�H L SUPPLY. INC. ,LL111711111111/1/777j SIERTH'�A VTM 11 fa ® e trs c. MME#1 Accordion W EAA ® H.V.H.V. RW ahw ttWeir �u rmasystem> # Z(r American Shutter Systems iEV.No DESCRIPTION DATE DRAWN BY:MM;LY_LG. - _ TILUT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE.- 4/13/15 6355 N.W.36th.SL,Ste.M.MR6TNIA MO GENS,FLORIDA 3316 4268 Westroads Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No ma F P,•'�� � J:U'Reao®aal.-nn West Palm Beach, FL 33407 3 0-0006719lD 15-085 O,� •,• COAtd ��� 71UJT WALTER A nun 44 FLORIDALua.y 441st67 5 SHEET iI- E/DATE 6 11 OF 20 1 / III 1 Rt'.1 I LUM':P.. :14111 gleffzig I pilifMoillM '/z1 �Lem IT,LGA JII 11'r 1: 11 :al •: �/� :il. .• a:. .. m�mmmm�m ODD®fil��1Q30�m®m���00mm8���-3Q70m®Eff��m m�mmmm��, • mmmnnnov0®mv�vvom®mvovoommmo�odn�mmonoi���mnnoo�� • >�,mmmnonn©mmmonnonmmmvonrinmmmnnon©mmmonnnoo�• �onlvoomo• �. mmoonno mmmonnnn mmmonnon mmm�nnnoa mmrannnnn nnn00000. mmmm�naommmnaovommmim����m�m0i®moovmommmnnovon0000�no mmmonv®ommmnnnAvmmmonovnm�m000aommon • vonnonoom© mmmnnnnA mmmnn�vvn mmmonnc�n mmmnnoao'mm�Eao�av onaonno® mmmnonmammmn��onmmmmvoovn mmmomovammmn�ai®►na onoom®v©. ,_ mmm000mommmonunmmmmonovo®mmvovoammmvoaoa00000non II' mmmoo®oammmono emmm • oo©mmaano©oammm000aan0000Ea©o ,'.Jmmmonoin�ammmonO�®mmm��voommmooaaemmmno®aanoonn®©o '�®mmOO®©OmmmOpn�Omm0Ei000[immF�i® D a m� ®®vO.000®mm O. mmoron®oommmnnomammmonnonmmmo�o�ommm�noon00000��=• � mmmno©oeammmooaommmonn®mmmmnmaoa.mmmomm000nno®©o© �mmmnnnaom®mnm�oammmonnv®mmmv©000mmmoomoan000nn�o m� or�ao�®m�nono�mm®ooaolmmd0000no�©®o .�mmmn®Baa;mmmnnMMMEZ n�e�mmmmmmmmmmmmoaaannnoo©oa mmmomoov0®mvomvommmv0000mmm000�m,m�moo©oo mm0® mmmm©a ©aaommm��anaaammmvomaaaalnm © : „ (DO , mmmn©oao.mmmon000mmmonnaammmaovoommm®maaonoomo®oo �mmmmmaaeammmm®vaommmonaoommovaava®mm©aavanomav©oo , mmmmvoaomma� maaommmvooa mm©a000mmmnaaaonoonomo© mmmoaoavmmmomoaammmv®oao�m®�mooaom®®noa000nrmo®000 mmrn0000vmmmvvoaommmonavomm oaaammnmaaoanonmmvoo mmmnm000mmmomaaommmon000�maaovoa��®oa00000m m o0 ' „ mmm©®aaommmomvaemmmonooammr�aovoommmm©aoa000i�• nmAmo mm���0000mmmo©000mmmondoom�©aooaom�o�aaoa000mmmoo m ©aaommmonaaommmnnovommvaoovommmveoaaoo®o©000 �m®vw000m®mooson mmmo®moomm©00000mmm00000000noomo ' mmoaaaoo mmavaaommmvaaoo�maaaoae��mn aoanon©v©oo mm�ooveemmmaaaeommmvavoio�mvoa000,mmoaA�ioaa:noomm000 mmmaooammmmoamaommmvooaomoaoovaomomovavaoom�l©000 ' �®�°i�o�oommovaa�mmmmv0000®mooe000ai��oovvoo.nom o000 mmnoaaao,mmaavmmam:mmwvoaaa�maaooaa�mmoovoa000©0000 O O mmaaaaaammaaaaaammavoaaave�aoo aov�aoeaoomc�mm©ioo>n - ' • •'' - � • mmvaaaaommaaaaaommavaaaammaooAavommanoaoann000moo. mmooaoao0maaooaa.mmavaaoa�®a000ao�oaoaaoano©v© � � • • �. mmaaaaaammooaoaommavoaaa�Qoaoaaomm�toaaoano®moPo�Po mmaaaaaommaoaoao.mmdvaoaan©aaaaaaooaoiaaavono©oo00' • • mv000moo ®omomommmovoovam©000voom®oov0000®©v©000 m®oaanao�maoaoaommwao=amMn mmm=mnaooao="""mm=m= ®maaaaoaomaaoaaao'maavaaaa®aaamaaamaaaaaaa.mmmmmmm mov00000m0000000moov0000voov000vvv0000v®oom®©000, mavOVOOaiaaaOaOaO mOOmmmmmiaa=MEaaii�aaOaaaa O®©DOOOO .�mmvvoam�o!m0000voomoomm maAoMM®Movoo:ov0000000�o®�000 +.� � � �� •. mdoaaovo movaaaao moaaoaao,• , 0 f �� .s; [a„� q.. ..cn' ...'> '�a , Y'• / :It .a MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.D. DESIGN NEGAME PRESSURE RATING AND A (SEE MOUNTINGS 4 C,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED SIM I POURED CONCRETE () TO EXISTING POURED CONCRETE(Mtn.f'c m 3 Toni) U=mW E@WALL SILL MOUNTING ©CEILING MOUNTING (9 FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILODL(Mm.Fc=3 Toni) SPAN ANCHORS SPACING FEND - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.f'c=3 ksi) (R) LSIL VEEN MrA1NE PRESM ROM _0®CN 11919ME PTIEWILBATM(PO) DE30 NE MT TIM; - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC_(Min. f'c=2 ksi) 30 140160 75 9D 120 160 205 30 40 60 75 9 120 60 205 30 40 6D 75 0 120 0 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS NANUFACTURED BY POWERS FASTENERS,INC.,AND DISIRIBIffED BY ALL PONTIS SCREW BOLT&SPECW.TY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 14 12 10 s 8 8 6 5.5 14 12 10 9 B '8 6 6 14 12 10 9 a 6 6 TMREADFORM TECHNOLOGY 3'-0' 14 12 10 9 8 8 8 6 14 12 10 9 8 6 6 6 14 12 10 9 8 8 6 6 (Min. Pc=3 Toni) OR 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 �-POINTS SOLID-Sf7 14 12 10 9 B 8 8 7 j-4 .12- 10 8 8 8 6 6 14 12 10 9 8 e 6 6 BLUE TAP W/CAP NOTES: 14 12 10 9 8 7 55 3.5 14 12 10. 9 8 8 6 6 14 12 10 9 B 8 6 5 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORII TECHNOLOGY ANCHORS AND TAPPER+ 4'-0' 14. 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 e 8 6 55 ANCHORS IS 1 3/4 AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. 14 12 10 9 8 8 s 4 14 12 10 9 8 e s 45 14 12 10 9 8 6 .4 .5 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL St 7/8'INTO THE POURED CONCRETE.NO-EMBEDMENT 14 12 10 9 8 8 6 A5 14 12 11).9 8 8 6 65 f4 12 10 9 8 8 8 45 INTO STUCCO SHALL BE PETRMIT7ID.1/4'0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 s 75 55 35 - 14 12 10 9 8 8 8 5 14 12 10 9 5, 7 55 4 •SEE UAtroBs OF USE FOR 7'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 9 8 B 6 55 14 12 10 9 8 B 6 45 B7AOE 1 ON SHEET 19 14 12 t0 9 8 7 4 -- 14 12 10 9 8 6.5 5 3S 14 12 70 8 6.5 5 35 3 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE ENSONG WALL OR FLOOR, 14 12 70 9 8 7S 4.5 - 1M1 12 l0 9 a 8 6 4S 14 12 10 9 B 6 4.5 3.75 ANCHORS SWILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 8.5 75 65 45 - - 14 12 10 9 8 75 55 4 14 12 10 9 8 6 4.5 35 NOTES A7)&A2)ABOVE FOR INSTAUATIONS ON-VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT IRIS ENGINEER.FOR 14 12 10 9 B 8 6 - 14 12 10 9 8 B 6 5 14 12 10 9 8 65 15 35 INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 14 12 70 9 75 55 J - I4 12 10 BS 7 55 4 3 14 12 B 6.5 55 4 3 - 14 72 70 9 8 6 - 14 12 10 9 8 85 5 .75 14 12 10 E5 8 5 4 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 72 B 8.5 SS 3 - - 14 12 10 8 8 65 4.5 35 14 12 10 B 7 3.5 3 -1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDER. 7._0. 4 72 70 9 e 8 - - 14 12 10 9 8 7 5 4 14 12 10 8 7 5S 4 3 -1/4"0 x-3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. 4 12 10 8 65 4 - - 14 12 9 7.5 6 4.5 35 - 14 10.5 7 55 4. - - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC_ 74 12 70 BS 7 4 - - 14 12 f0 9 7S 55 4 - 14 12 9 7 7.5 45 - - - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14. I7 7 5.5 4.5 - - 74 12 f0 9 7S 55 4 - 14 12 9 7 6 45 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AIfTHORTIED VENDOR REGISTERED WNH THE AMERICAN SFiUTTIIR SYSTEMS ASSOCIATION,INC. 6'-0" 1412 10 9 8 65 - - 14 12 10 9 8 6 4 - 14 12 10 8 65 5 31 - NOTES: 14 12 85 7 55 3 - - 14 12 a 6.5 55 4 3 - 25 9S 6 5 4 3 - - B_7)MINIMUM EMBEDMENT INTO CONCRETE BLACK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 s5 75 6 - - 14 12 9.5 8 65 5 - - 14 12 8 8 ITS 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 9.5 65 5 35 - - 14 12 10 B 65 5 - 14 12 IT 6.5 5 4 74 12 70 9 8 - - - 14 12 f0 9 75 4.5 - - 14 12 8.5 7 55 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 75 6 4 - - - 14 11 7 5S 5 3.5 - - 11 a 55 4S 35 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 ITS 4.5 - - - 14 12 8.5 7 5.5 4 - - 14 105 7 5.5 6 4.5 - - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 115 BS 55 4 - 14 12 8 7 6 4S - - 14 11 7 5.5 45 35 - 14 12 10 9 7.5 - - - 14 12 to e'ss 5 - - 14 12 8 s s 4 - - B.3)IN CASE THAT PRECAST STONE• PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DUSTING WALL OR FLOOR, 10'-O' 14 105 7 5 35 - - - t3 9.5 6.5 5 4 3 - - 10. 75 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WADI FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 7.5 5S - - 14 115 9. 6 5 4 12.5 95 6 5 4 4 NOTES 8.1)&82)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WTIHOUT METAL STUDS CONSULT THIS ENGINEER. 058 5 - - - 74 12 8 6.5 55 4 - 13 10 6.5 5 4 3 FOR INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 11'-0' 14 12 10 - - - - - 14 12 4 7 6 4.5 - - 14 105 7 5,514.5 3S - - 2.5 9.5 5 - 12 9 6 4.5 4 3 [12 7 45 3.5 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 70 7 - - - - - 14 10.5 7 5.5 5 - - - 85 5S 4.5 .75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(EDN VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - /4 115 7.5 6 5 - 9 6 4.5 4 12•_0" 74 f2 t0 - - - - - to 12 8 6.5 55 - - - - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: T1.5&S 4.5 - - - - - 11B 5S 4 3.5 - - - 6 4 3 - - - MMIMOM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED•REDUCE ANCHOR SPACING 13.5 95 6 - 13 95 65 5 4 8 5 4 13Y MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 BS - - 5S13'-0' 7a t2 - - - - - - t4 tts 7.6 6 5 - - - s 6 a5 4 - - - FACTOR 05 to 75 5 4 3 - - - ss 4 3 - - - - ACTl1AL TAPCON WRH ADVANCED TAPPER.+ 2.s e.5 - - - - - - 12 s s 4.s a - - - 7 s 4 - - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP 8 6 - - - - - - 13 95 65 5 - - - - O5 75 5 4 - - - - I'IV BLADE OR DICTANCE THREADFORM TECHNOLOGY Hlrv.SPACING 14'-O' 14 12 - - - - - - 14 10.5 7 5S - - - 11 85 5.5 4,5 - - - - E.D. MIN.SPACING=3" MIN.SPACING-3" MIN.SPACING-3 1/2' MIN.SPACING= 3' 3 3/4" 4" 10 75 - - - - - - 9 7 4.5 35 - - - - 7 5 3.5 3 - - - - ITV BLAD POURED CONCRETE& pqp�COMM OpI,,LY7EE eDac POURED CONCRETE& POURED CONCRETE&P OSE a>r+�Te TIIDOC 1.5 8 - - - - - - 1f 8 5.5 b5 - - - - 9 BS 45 - - - - - HV WINDOW OUR7N E0.EIE�3"CK MN FJ1."31/2'MN.E0.=21/2" Cg.'iCED."3RETE�YK CO SCR ED.BLOC UJN Fes.=31/1"MN FD.=2 1/Y 7.5 - - - - - - - 12 9 6 - - - - - 9S 7 4.5 - - - - - 3' 7.0 0.90 1.0 0.78 1.0 0.84 1.0 14 - - - - - - - 3.5 10 6.5 - - - - - 0.5 B s - - - - - BLADE WORKING 2 1/2" 0.81 1.0 - 0.67 1.O g 6.5 5 J - IM UNISON * - _ _ 0.5 8 5 - - - - - 8.5 6 4 - - - - - 2' = 0.71 _ - _ 0.57 _ 7 - - - - - - - 1.5 8.5 5.5 - - - - - 9 65 4.5 - - - - - 1 3/4' 0.91 0.43 I6'-0" 14 - - - - - - - 25 95 6 - - - - - t0 75 5 - - - - e B 8 4 6 45 3 1 1/2' 0.35 - - - - 0.35 - 95 - - - - - - 8 6 4 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone � ©2015 EASTERN METAL SUPPLY. INC. SENSBERTHA HTNTM E C® � Accordions Shutter System ® ® ® M H.V.BLADE#1 W/OR W/o ITV.WMI W BLADE American Shutter Systemse,.N DESCRIPTION DATE DRAWN BY: M.L. OF STATE `�c TILLIT TESTING & ENGINEERING COMPANY .•�` 6355 N.W.36th.SL.Ste.305,MRG071A GARDENS.FLORIDA 3316E Association, Inc. I OLD 11-192 4/13/15 DATE 4/13/15 �� ��,• D R . \ Phone (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No `` a-moil:Bltecof➢ao1- West Palm Beach, FL 33407 3 ,�5_08 cSSIONA����0 WALTER A TILL1T1 Jr.P.E. 4 P_E.7jS'E'At' ( NATURE DATE FIDRIDA Ue.#4416' 5 SHEET 6 13 OF 20 I I i I l I - _ ii MAXIMUM ANCHORA SPACING On.) SCHEDULE FOR A GNEN AULX. SHUTTER SPAN. ASD DESIGN NEGATIVE PRESSURE ReT1NG AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS ATIONS (SEE MOUNRNGS I,J,K e:L ON SHEET 7)- POURED CONCRETE POURED.CONCRETE.BLACK AtJCHORS SPACING ADC OR& 1 TRENCH LEGEN MNNM QRAINGUARD MOUNTING O WALL/FLOOR MOUNTING OWALL/WALK OVER MOUNTING D TAPCON OR R A6D.0TSN91 tOL47NEPf✓ SLFE PAIARG Od&M DOM WAW MESWFA61%Wf A.S.D.DOM 11 ANE PRLA K 1117915 DISIM MGM PREST0.7✓E iff TAPCON WITH ADVANCED 30 40 60 75 19011201160 205 30 40 60 75 9 120 60 205 30 40 60 75 90 120 160 205 30140160 75 90 t20 16010.9 THREADFORM TECHNOLOGY 1a 12 10 9 B B 6 s 1z 12 12 12 1z 15 85 6.5 7 7 7 7 7 7 7 5.5 5 5 b 5 5 5 b 5 ALL POINTS SOIJD-SET 3•-0•• 14 12 10 9 8 '8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LM 14 12 10 9 B B 6 8 12 T2 72 12 05 8 6 45 7 7 '7 T 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 8 8 6--6 12 12 72 12 12 10 75 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 8 8 8 6 8 12 12 12 12 11.5 55 65 5 7 7 7 7 7 7 55 4 5 5 5 5 5 5 5 4 4•-0" 14 12 10 9 8 8 6 6 12 12 7212 12 B.5 7 5S 7 7 7 7 7 7 7 7 b 6 5 5 5 5 6 5 14 12 70 9 8 8 6 6 12 12 12 9.5 8 6 45 35 7 7 7 7 7 7 65 5 5 5 5 5 5 5 5 5 14 12'10 9 8 8 6 6 12 12 12 12 10 7.5 55 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 6 14 12 10 9 8 B 8 8 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 5•-0- 14 12 10 8 B 8 6 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 9.5 75 8 45 3.5 - 7 7 7 7 7 7 S 3.5 5 5 5 5 5 5 6 4 14. 12 10 9 8 8 6 6 12 12 12 95 8 6 4S - 7 7 7 7 7 7 5.5 4 5 5' 5 5 5 5 5 4 SEE ANCHOR 14 12 10 9.. 8 6 6 6 12 12 115 9 7.5 5.5 4 3 7 7 7 7 7 4.5 35 - 5 5 5 5 5 4.5 3.5 - SPECIRCATIONS W_O. 14 12 10 9 8 8 6 6 12 12 12 10 8 6 A6 35 7 7 7 7 7 7 7 7 6 5 5 S 5 5 5 5 ON SHEET 13 14 12 10 9 e 8 6 6 12 12 8 8 5 4 3 7 7 7 7 7 55 4 5 5 5 5 5 5 4 3 14 12 10 9 8 6 6 8 12 112 &5 8 65 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 '5 5 4S - 14 12 10 8 8 8 6 B 12 8 8,5 5 35 - 7 7 7 6.5 5S 4 5 5 5 5 5 4 3 7'-0" 14 12 1 0 9 8 8 6 6 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 I2 f0 9 B 8 8 6 12 4.57 7 7 7 6S 5, 3 5 5 5 5 5 5 3S 3 14 I2 10 9 8 8 6 6 12 7 9S 4 - - 7 7 7 7 T 5 - - 5 5 5 5 5 5 414 12 10 9 8 8 6 - 12 7 55 4 3 - 7 7 7 55 4S 3 - - 5 5 55 45 3.s - O VALID ONLY FOR UP TO +70, -75 PSF A.S.D DESIGN PRESSURE to 12 to s B B s 12 75 s L5 AS - 7 7 7 7 7 7 7 4 5 5 5' 5 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 454 377 7 7 65 4 - - 5 5 5 5 5 4 3 SCHEDULE $3, SHEET 11 14 12 10 B 8 8 6 - 12 6 5 .75 - 7 7 7 75 6 4S - 5 5 5 5 5 4.5 -7412 10 9 8 8 - 12 6 5 3.5 - 7 7 6.5 5 4 6 5 5 5 4 39, . 14 12 10 9 8 8 - - 12 65 55 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 2L1.10 9 8 B - 0.5 B 5 4 3.5 - 7 7 7 6 5 35 - 5 5 5 5 5 4 3 14 12 10 9 8 8 - 12 10 65 5 4S - 7 7 7 65 5.5 - 5 5 5 5 5 h 14 12 10 9 8 8 - 12 0.5 7 55 4S 3.5 - 7 7 5S 45 35 - 5 5 5 45 35 - 10•-0"14 12 10 8 8 8 - - 12 11 8.5 6 5 35 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 4S 14 12 10 9 8 8 - 9S 7 4.'S 3.5 3 7 7 7 6.5 4S - 5 5 5 5 45 SS - 14 12 10 9 B B - 12 9 5 5 4 7 7 7 6 5 5 5 5 45 5 14 12 10 9 6 8 - 12 95 6 5 4 3 7 7 5 4 3 5 5 5 4 3.5 - 11•-0"14 12 10 9 8 8 - - 12 10 7 5.5 45 3.5 - - 7 7 7 7 7 7 3S - 5 5 5 5 5 5 5 4 //w^,\\ 14 12 10 9 8 8 - - 8S 6S 4 4 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - _ ' 'T ' BLADE ONLY 14 12 10 9 8 8 - - 11 B 5.5 4 - - - - 7 7 7 5.5 4S - - - 5 5 6 5 4S - - - \\\I// 14 12 10 9 8 15 65 5.5 4.5 3.5 - 7 7 4.5 3.5 - $ 5 4S 3.5 3 12,-0'•14 12 10 8 B - - - 12 95 6.5 5 4 3 - - 7 7 7 7 7 8 3 - 5 5 5 5 5 5 4.5 35 14 12 10 9 8 8 6 4 3 7 7 5.5 4S 3:5 - - 5 5 5 4.5 4 3 14 12 10 B 8 - 10 75 5 4 7 7 8 5 5 5 5 5 4 14 12 10 9 8 - OS 8 5 4 3S - 7 6.5 45 3.5 P 5 5 4S 3S 3 13'-0"14 12 10 9 e - - - 15 BS 6 RS 35 3 - - 7 7 7 7 7 45 - - 5 5 5 5 5 5-4.5 3.5 14 12 10 8 B 7 55 3S 3 7 7 5 4 3 5 5 S 4 3 14 12 10 B B 9 7 4S .75 - 7 7 5.5 46 - 5 6 5 45 4 14 12 10 9 - - - - 10 75 5 4 3 7 6 4 3 5 5 4 3 14•-0"14 12 10 9 - - - - OS 8 5.5 4 35 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - 6.5 5 3 7 7 -6-3-.5 - 5 5 5 4 14 12 10 9 - - - - 8S,6.5 4 - - - - _ 7 7 5 4 - - - 5 5 5 4 - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 12 10 - 8 7 4S 3.5 3 7 5.5 3.5 - 5 5 3.5 3 15'-0"14 12 10 - - 10 7,5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 74 12 10 - B 4S 3 7 7 4.5 3 5 5 45 35 - 14 12 10 - B 6 4 7 7 5 5 5 5 4 14 12 10 - - BS 6.5 4 35 - 7 5S 3.5 - 5 5 35 - 16•-0"14 12 10 - - - - - 85 7 45 35 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 45 35 - 14 12 10 - 6 A.5 3 7 B.5 4 6 5 4 35 'a 12 1D - - - - - 75 ss .7s - - - - - 7 7 4.s - - - - - 5 s a5 - - - - - FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone A T/ ''47 ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM - em 7 10e E C(Owc. �, ® ® � wV MADE#rW OR W hFuttWe�ystE c 1 / American Shutter SystemsEv.N DESCRIPTION DATE DRAWN B: M.L S ..�; TICCIT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 ��•. TATE DF 6355 N.W.36th.SL,Sts.305.VRGM GARDENS.RDRIOA 3316 0 Phone:(3054)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No R19P \� �� -..,I:tRte-G-J.mm West Palm Beach, FL 33407 3 I p /ONAL EN�'�\````` WALTER A.TILUI`J,P.E. 4 1 5-085 P.E. SEALASDATE EwRIOA Ua.g 44167 5 SHEET OF 20