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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED I,,o ^(1 c_�h_ Date: 4/29/16 Permit Number: 1 b 0551 J Building Permit Application APR 2 ,n @16 Planning and Development Services PEWAITTING Building and Code Regulation Division St. Lucie County, FL 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial x Residential PERMIT APPLICATION FOR: Shutter RR`OFOSED IMPROUEIVIEh1T LOCATION. ;tit_ x " Address: 9940 S OCEAN DR 801 Legal Description: OCEANA OCEANFRONT CONDOMINIUM ONE APT 801 AND.8625 PERCENT INT IN COMMON ELEMENTS Property Tax ID#: 4502-502-0078-000-1 Lot No. Site Plan Name: Mark B Glessner Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTIONOF WORK: '_ rr� . �' " �n 'Y3 _ - ` . - ffi ry . Install 3 Accordion Shutters CaN' STRUCTIONINFOR�MATION � � � � �� � 4 � . v: Additional work tonGasTank orme under tis permit—"checka app y: ❑HVAC Gas Piping Shutters Q Windows/Doors 11 Electric ❑ Plumbing Sprinklers Generator Roof Total Sq. Ft of Construction: SFt.of First Floor: Cost of Construction:$ 5750.00 UtilitieslnSewer Septic Building Height: I'AO% OWNER/LESSEECOIVTRACTOR511 2 " z Name Mark B Glessner Name: Michael Heissenberg Address:845 Anthony Dr Company: Expert Shutters City: Mechanicsburg State:PA Address: 1626 SW Biltmore St Zip Code: 17050 Fax: City: Port St Lucie State.FL Phone No.772-229-3010 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. _J1 SU.PPLEIVIENTAL}CON'STR'UCTION LIEN LAV1/ IN`FORIUTATION'', 4 r r:z , -tip DESIGNER/ENGINEER: X Not Applicable MORTGAGE COMPANY: X Not Applicable Name: walterTiilitJr. 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 thepermit 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 commencing work oUecording yAr Notice of Commencement. s _Signature of Owner/Lessee/Agent Signature of Contract WI icense Holde STATE OF FLORIDALUC STATE OF FLORIDA COUNTY OF :5 �—' It COUNTY OF The or oing instru n was acknowledge before me The for ing instrument was acknowledged before me tF day of I ) 20�/ by thIP -day of ( I 20 by I l_SS�I��P� M ' Chot I ka Q (Name of person acknowledging) (Name of person acknowledgingw2�w ) 0 (Signature of NotaryPu ic-State of FI r' ) (Signature of Notary Pu lic-State o F op a Y ) Personal) Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Produced Type of Identification Produced apgRRYgs HEATHER VIZZO c HE `HER VIZZO Commission N � 7 4bTARYPUBLIC Commission N ? �a� Y fl'l JSTATE OF FLORIDA ``$ r.��� NOTARY PUBLIC '� ��CE Mw Expires 11/13/2018 ��� `' 4 Cemm#FF176266 Revised 07/15/2014 %ftcs Expi roe 11/13/2018 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS POURED CONCRETE ANCHORS i MRS SEPARATION i 1 i ! i i MN.SEDUM N I O CONCRETE (SEE SCHEDULE ON SHEET 13) I 7D ansS(SFE 1 OR ® EXISTING i 1 "SUE" IXA� I I SatEDUE ORI SIEIT I I I I (SFE SCHEDULE ON REQUIRED 'I 11 FAR BD9E mND 'I GCn55—I I I SHEET 11) EDGE I F fN g�7 19 FOR i .smAH.man i I i I D. APPLICABLE EXISTING I BA065(Dac® 1I < r<sisa�c p I i 9 CLASS on MEET ll) I i I I I ALTERNATE i II i i_j EXISTING I✓ X I ANCHOR LOCATION i i i t GLAS #10 3/4'HEX WASHER HEAD 1 1 OR 13 OR 15 3/8 MIN. TED(SCREWS® 12'O.C. I EDGE OF 3/8 MIN. CONCRETE ANCHORS I 8 I APPLCABLE ©+ 7 (SEE SCHEDULE ON SHEET 13) E ii HN i Ll EDGE OF EXISTINGI i i EDGE OF—"+ III SLAB IF GLASS--I SLAB IF I I 1/2 1 EDGE OF APPLICABLE G . APPUCABIESLAB MRL SERAWKIN Q.0• LAPP LABILE POURED POURED FLAT HEAD CONCRETE ANCHORS I Tua�m 1 CONCRETE ------E'D. CONCRETE (�SCHEDULE ON SHEET 14) --I t�E�® POURED REQUIRED FLAT HEAD CONCRETE ANCHORS REQUIRED ON SFEET 19 IRR 1 OR ® CONCRETE BA�mm® REQUIRED (SEE SCHEDULE ON SHEET 74) I 11 .TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. --- - - HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING k FOR SPANS PER © HV CEILING INSTALLATION (D HV FLOOR INSTALLATION t SCHEDULE#3, SHEET 11 E7fI5TINGJ YN.SFPAPAIIDN CONCRETE ANCHORS GIA55 �(CEE sED wl.51PWaaIO+ O _ (SEE SCHEDULE ON/ oN slim 10 R� F m e.ce I I AU FORM SHEET 15 t/4'0BDu.DIX TAPOOE7.W/VI I I EXISTING ) TECHNOLOGY 40 POWERSEXISTING EXISTING—•j I CLASS—� I I FASTENER"TAPPER+ANCHORS W/GLJSS_1 I I GLA55 — MINIro1 3/4'YIN.DMEOMENT a 6• l i i I i -'�(se>=snEvule a I t) I I O.C.FOR UP TO 6'-d SPIN AND 1 I D I i I / �I 1 4'0.G FOR SPANS LARGER THAN 1 4' SPN WTAT EWR(FASTENER WAD i I 1 I 1 ;i III MAX. I (IYP.)(SEE NOTE.ON_1 11 1/2• O p r I I #10x3/4'HEX ES FaR UWVOIONS 3 MAX. 3 0[R 15 1 8 1 1 WASHER HEAD i I I CONT.SELANI To'1 I W I I uTN. I TEK SCREWS #14x3/4' HEX HEAD I 1 8" ® 72'O.C. 1t/4'0-2Ou3/4"55 u5 TIXSCREWS®9°O.C. #14x3/4'S.D.S. i 1 1 I 1 4 � ,• ti. USING 1/4'0-20 NUTS OR 1/4-0-2 S.S. M.S. I CONCRETE ANCHORS _ _ 6 + ]� 3/ _ �]'' 0 12"o.G. / 1 ®9'O.C. Max. W/NUT Q4 9'O.C. i (SEE SCHEDULE ON 1 SHEET 14) •.}.y ./. `�• EX60NG NON STRUCTURAL ------ 17OR 18 1/2"1111 1^ �R 1 8 ..:2.00"MIN.'.'a WALL TRW(DECORATIVE E.PD, r SILL) I E��F #14x3/4'F.H.S.D.S. r MIN: 1' { POURED CONCRETE APPLICABLE YT 9'O.C. REQUIRED CONCRETE ANCHORS SEE NOTE 13(b) EE NOTE 13(b) - D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 ` POURED CONCRETE ON SHEEP 1 D. OR CONCRETE BLOCK SHEET 14) REQUIRED OR CONCRETE BLOCK OPTIONAL POU REQUIRED 9 S TON o6MOPU�RE.464-72 pd LATION T R �K V ALL LOOR S © HV WALL WALK—OVER INSTALLATIONMAXIMUM REQUIRED YA1fMUN SINTER SPAN 8'-0' I� HV RAINGUARD INSTALLATION t NOTE NTHIII INSTALLATION SHALL BE B T N N: _ t REMOVABLE WHEN PERFORMED DISTANCE ADJACENT TO AN OPERABLE EXT! SEE LIMRAYIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS W/ O HV BLADE ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED TT IN ANY WAY TO SUR FLORIDANY INSTALLATION. I LBUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. ��� /� BERTHA HVTM nl���CENSF' �"! t �L E C O �Nc. ■ ■ ■ ■ Kv. MADE A �#rwi�Rnw ohKweirwavyaam * /GT/ATE OF American Shutter SystemsNEV.N DESCRIPTION DATE DRAWN BY: M.L. `ST ::�` TIWT TESTING do ENGINEERING COMPANY Association, Inc. 1 OLD 71-792 4/13 15 DATE 4/13/15 6335 N.W.36U,St,Ste.M.VIRGINIA GARDENS.FLORIDA 331 4As daWestion, Drive z PNone:(305)871-1530.Fax:(305)871-1531 DRAWING No '� c'•. R _..M tit-9-toem West Palm Beoch, FL 33407 3 Fs •'••••••'• EB-0006719 15-085 I S/0NAO- ASO`` WALTER A TILLR Jr.P.E. 4 P.E. S t1/SIu9NX'GE/DATE FLORIDA U.0 44167 c SH7E-OF 20 SEE END WALL ETS 10 & 18 SEE TIS ON LOCKING RODS D.HV LOCKS 5 oUT 9Y IN `r INSTALLATIONS W/ 1 HV AN TERMATE HV LOCK®ON SHEEP 5. snNc cLnss II// BPD SLACK DETAIL HW IS VN1D FOR ALL BLADE W HV CENTERMATES G MATES APPLICATION WITH BLPDEQ ©-@-C6)_0_ OR SEE END WALL CONNECTION 10+ oA©+®M 1©+ ——— ———— IXISRNG GIA55 DETAILS ON SHEETS 10 & I Q+O+©Dn04O+®M 2-x2-xt/8-x0'-2 1 ®!®-rn 3 1/4" 7" 6 1/2• 7" (6063-T6 ALLOY)ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2) 1/4.0 TAPCON i 1/2" oR©+ ANCHORS TO CONCRETE CENTERMATES CENTERMATES MIN. SEPARATION (TOP/BOTTOM)h #I0x3/4"S.M.S.® 12" (4)®10x1/2'S.M.S.TO TUBE I O.C.FULL LENGHT. HV LOCK G Of o W/ HV LOCK o IL5' TO GLASS (SEE SCHEDULE AT EACH ANGLE(lYp) 3 * 3 ON SHEET 11) 5 ® °° * 35* I N 90 5* 1 1 1 1/2" 00 5 OUT O HVB �°R®rn©+OoR®oRl®� HVC POURED CONCRETE OR HVA EXISTING GLASS CONCRETE DLOCK WDLL 1 p+®aR©,O3 m©+©°R__F — REou ED IXISONG © ® SYMMETRICAL * °R MIN.SEPARATION INcuss 8 !®°R 09+03«19+� �FJOSTIN CENTERMATES 6 © 5 To GLASS GLASS1 W/ HV LOCK 1�6* ornONAL (SEE SCHEDULE (INTERIOR) ®+®°R O+©°R 19+05 ON SHEET 11) MIN.SEPARATION GLASS ®+® (SEE SCHEDULE OPTIONAL ON SHEET 11) (INTERIOR) _—_—_—_—_—_ ___—_—_ —_____—_—_ I — — — OUT 1 CONCRETE c .I1— 1 ANCHORS 1o * 3 VARIES 3 90 * . 0 ® OUT 6 1/2"MAK.SLACK OUT * 5 (C(lERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zane IIIIIIIIIIIIii1111PPP ©2015 EASTERN METAL SUPPLY,INC. TI(�/T�•, BERTHA HVTM Q CEN A S S A Accordion Shutter System wv.RADE#1 W/OR W/O H.V. WNDoW BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV_N DESCRIPTION DATE DRAWN BY. M.L. 8333 N.W.36N.St.,Ste.303,WRGNIA GARDENS.MORMA 3316 Association, Inc. 1 OLD 11-192 4/13/15 OATS 4/13/1$ o'• STATE OF .�= 4268 Westroods Drive 2 ap-a- Phone:(305)671-1530.Fax:(305)871-1531 DRAWING No �'• "t0RlV"`..r•��� —.0;-0oD`.0-1`�"' West Palm Beach, FL 33407 3 15-085 FS' o WALTER A TILUT Jr.PE. 4 P.E.// � AiP)�2E/DATE FLORIDA 11c a 44167s SHEET OF 20 POURED CONCRETE POURED CONCRETE -POURED CONCRETE POURED CONCRETE OR -,,,..C,--,C R CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQUIRED ' EXISTING GLASS EXISTING GLASS q�;,.E CHORVEQ EXISTING CLASS —r—� � 2(MIN - MIN IX'�NG.GLASS "O.C. _ 1 JJJ MIN.SEPARATION r _-,TO GLASS(SEE MSN.T°N SCHEDULE ON SHEET ASN. LASSSEPA(SEE I MIN.SEPARATION EQTO SEPARATION (SEE 11 FOR BADE paw iD O(SH I To GLASS(sEE SCHEXILE N SHEET 1/16"x3"MAX. ON SLEET 19 FCR 1SCHEDULE BLApE(DHEET ' 11_F BLADSIEEI E(I)NO 11 FOR BADE F Rr1D (6063-T6)CONT. �6 p&® / \ BLADES 119 FOR& '/ B/L7ES p& N SLfEf 19 FOR ALUM.CLOSER 9 FOR er® PLATE. (LOCATE ,MI ATETTHOF514DE MIN.,,,,�MIN. O)� I (AUSE U OR 2'MAX. Mw 10x1/2"S.M.S. I _—_—_ (AS APPLICABIE)x2•x1/6"xo'-z•o1 ___—_ a 16"O.C. ALUMINUM CLIP ANGLE L ® 16"O.C. ----- 4 (6°63-T6 ALLOY)AT MIDHFI7T , 4 \ ' (2)1/4'01TAPCONS ANCHORS rj SEE DETAIL E FO1 OR ®W EITHERWAUL SIDE OF®)(LOCATE A1 DR SIDE CONNECnON a 1�OR & SLS DErAIL x FQR 1 OR ®' TO TRACKS SIDE CONNECTION I+ ©'�®�'©'0°"8 0•®m SSDE CONNECTION m®w EE DETAIL X TO 6 O7 m 8 10•®w TO TRACKS m w 6•Q7 m 8 0.®m LiD•®w®•®w©•®w To TRACKS 1Om®m�•®m©•®m Ofi ®w®`® w�® END CONNECTION DETAIL 3 END CONNECTION DETAIL END CONNECTION DETAIL 0 END CONNECTION DETAIL 22 •F REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR �EXIS TING GLASS CONCRETE BLOCK WALL REQUIRED GLASS 4 4 ----- 1 1/2"S.M , To Dass(TEE o. MIN.SEPARATN D 5 ------------ MIN.SEPARATION 9 ------ 1 SCHEDULE ON pAND CONC LTE 1/2"MIN. TO GLASS(ON _ _-____ ____ 6 OR®OR(BOR N SHEET 19 FOR ANCHOR® 1 EBlFDE pAND ______ _ ____ QOR©OR(9OR( gCONCRE BADFS p&Q� 12"O.C. 5 ON �p&® 4 _____ _ OR� Q O.C. 1/2•MIN.— a.-- A IN. 4 - _1 2•MIN. _—_—_ EQ 6 2"MIN. ♦ SEE LIMRATONS OF USE FOR BLADE®ON SHEET 19 0OROOR(q0R(gOR(g VV EW Y ?10 1 OR ®' PLAN DETAIL X POURED CONCRETE OR R ®mO.OmO ©w®m©•7Om® 10•®w END INSTALLATION CONCRETE BLOCK WALL ,Q.®w®•®wp.®w REQUIRED 10�®m©'�®'®w ©`O•©w,©r��`O-®m 1 W BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL5� ep.®m®•pwp-®m®® Q•®w®•®mp.® END CONNECTION DETAIL© m®'® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. A'r�c�,T�': BERTHA HVTM 1 L E C oN . A S S A Accordion Shutter System Ky MADE#1 Wi OR W/O KV.WINDOW MADE American Shutter Systems IEV. DESCMMDN DATE DRAWN er: M.L. TILUT TESTING & ENGINEERING COMPANY STATE OF ra 6355 N.W.36th.St,St..SOS,VRCOM GJDENS FlDR�1 331 Association, Inc. 1 GLD „-1sz a/,3/Is DATE: 4/13/15 ' Ph—:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 N ,-mall:61te o®ool.com West Palm Beach, FL 33407 3 DRAWING No ossIONAI.E:OI`N WALT,A.EB-nwrl�,P.E. a rJ^O$J FLORIDA Ua.0+x167 5 SHEET P.E.��NI';r 1G #IJRE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" VIAXIMUM SHUTTER SPAN*"L+' INSTALLATION LEGEND ' NOIES: (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR DR "L-" (ft.) INSTALLATIONS CENTERMATES. ® &®or or INSTALLATIONS W/ yy CONCRETE & (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or or ( & MANSORY WOOD POSITIVE A.S.D. DESIGN PRESSURE RATING. & W/ ONE HV LOCKS HD LOCK ® W/ NO LOCKING RODS or ONE HV LOCK or or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV "T" W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C. D. E. M. N. O, P, 0, AS.D. DESIGN PRESSURE RATING. ® ® ® ODS MOUNTING F, K & L R, S, &V. LOCK® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,tt) (VALID FOR MOUNTING C (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t tF SHEET 7) FLOOR/CEILING G, H, I, 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS 0 CONCRETE&WOOD MOUNTING MA.OM I).DEINSTAI I ONS MA1�MUM CONCRETE' & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, a9.o.Slaw asD.DESIGN XSM.SURE INSTALLATIONS PRESSURE WALL MOUNTING FLOOR/COLING rfl E WALL MOUNTING PRssu� FLooR count 4ounnxc DETERMINE MAXIMUM SPAN SIG FROM SCHEDULE. y,� RA1e,c & RAnNo / GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, MOUNTING (w>1J (w..F.) FLOOR/CEIUNG MOUNTING (p.at) DR DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. (+ OR_) (+Ofl—) I.OR—) FLOOR' ALL MOUNTING �L L+ OU L-(IQ L+ (it) L-(f) L+ (ft) L-(ft) L t (ft) L MAXIMUM SHUTTER SPAN "L+"OR "L FOR INSTALLATIONS INTO WOOD SHALL BE UMrFED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 30 OR LES 16'-0" 16'70" 16'-0" 16'-0' 30 16'-0' 16'-0' 30 16'-0 16'-0" 105 psf.AS.O. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+'AND'L-". 35 14'-10' 14'-10' 15'-2' 16'-0' 35 14'-10' 14'-10" 35 15'-2" is'-10- 40 13'-10" 13'-10" 14'-2' 15'-2' 40 13'-10" 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" 1+ HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8• 13'-7" 50 12'-5' 12'-5" 50 17-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10" 11'-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 GIVEN POSnTVE AS.D. DESIGN PRESSURE 60 11'-4• 11'-4• 11'-7• 12'-4" 60 11'-4" 11'-4" 60 10'-2• 10'-11" NOTE 85, SHEET 5. RATING: 65 1O'-10' 10'-10" 11'-1' 11'-11" 65 10'-10" 10'-10" 65 9'-5' 10'-1" DETERMINE _ L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6' 10'-9' 11'-5" 70 10'-6' 10'-6" 70 8'-9 9-4" L,+= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1" 10'-1' 10'-4° 1V-1' 75 10'-1' 10'-1" 75 - 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN'L+•OR INSTALLATIONS. 80 9'-10" W-10' 10'-0' 10'-9" 80 9'-10' 9'-10' "L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE 85 9'-6' 9'-6" 9'-9' 10'-5' 85 9'-6' 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3° 9'-5' 10'-1' 90 9'-3' 9'-3• SHALL BE LIMITED AS FOLLOWS: DETERMINE _ 1- CONNECTIONS TO KEYSTONE MOUNTING L,-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0" 8'-9" 9'-2 9'-10• 95 9'-0' 8'-9' LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2-= MAX_SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-9' 8'-4" 9'-0" 9'-7' 100 e'-9' 8'-4° MOUNTING(g)ON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11" 8'-9" 9'-4• 105 8'-7" 7'-11' 110 8'-4' 7'-7" 8'-7• 9'-2° 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE -3" 6-' - 115 6'-2 7'-3SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 11+,"L2+', "L1-'AND "U- 120 8'-0° 6'-11' 8'-2' 8'-9' 120 8'-0" 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM _ - - - 125 7'-10' 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" 6'-5' 7'-10' 8'-i' 130 7'-e• 6'-5' WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6'-2' 7'-9' 7'-9' 135 T-7" 6'-2• MINIMUM SPACING. 140 7--5' 5'-11- 7'-7" --7-6- 140 7'-5- W-11• ASTM E-1996 SEPARATION 145 7'-3" 5'-9" 7'-5° 7'-3' 145 7'-3' 6-9" TO GLASS 150 7'-2" 5'-7" 7'-4' 7'-0' 150 7'-2" 5'-7' 155 7'-0" 1 5'-5" 7'-2' 1 W-8• 155 7'-0" 5'-5' 1 THRU 3 1 n 160 6'-11" 5'-2' 7'-1' 1 6'-7" 160 W-11' 5'-2- 165 6'-10" 5'-1" 7'-0' 6'-4' 165 6'-10' 5'-1" 170 6'-9' 4'-11" 6'-11' 6'-2" 170 6'-9" 4'-11' 175 6'-7' 4'-9" 6'-9• 6'-0'. 175 6'-7" 4'-9• 180 6'-6" 4'-8" 6'-8' S'-10" 180 6'-6" 4'-8. O H V BLADE 165 6'-5' 4'-6" 6'-7" 5'-8" 185 6'-5" 4'-6" 190 6'-4" 4'-5" 6'-6• 5'-6' 190 6'-4" 4'-5- 195 6'-3' 4'-3' 6'-5.' 5'-5' 195 6'-3' 4'-3- 200 6'-2' 4'-2" 6'-4• 5'-3' 200 6'-2' 4'-2' 205 6'-1' 4'-I" 6'-3" 5'-1• 205 6'-1' 4'-1' FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM •�"'y��,_ O �M�. A1OORWINDOWDIL ECDE# W/ RR MAE 1ILLIT TESTING & ENGINEERING COMPANY American Shutter Systems rv,N DESCRIPTION DATE DRAWN BY:M9XY. G. *' 6355 N.W.7sIN.St.Ste.30.5.vlRclxln cArmExs,rLoauA 3316ASSOc1GtlOn, Inc. I OLD 11-192 4/13/15 DATE 4/13/15 4. Phone:(305)871-1530.Fa,:(305)871-1531 4268 Westroods Drive 2 DRAWING No .—M hltec.Baol.cam West Palm Becch, FL 33407 3 O'•,FCORIOP• ��'���� EB-00067,9 4 15-085 ��``� WALTER A IIWT Jr.P.E FLORIDA U.#44167 S SHEET Fs I)JA .- E/DATE 6 11 OF 20 1 _.1. :� .•: . , .ql •: 1/a. 111 a: • •q. . � L11/. :�. :I, : 1 •:: '..1 . • • JI. 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SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DEM NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNJING UK FOR CONCREFE OR CONCREIE MM NgAUAWNS (SEE MOUNTINGS F G,&H ON SHEETS 6 a 7) 1.ANCHORS TO SUBSTRATE SMALL BE AS FOLLOWS: POURED0ONCRE1E,1CONCRETEBLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE (Min.Yc-3 ksi) uAmxla E@WALL SILL MOUNTING ©CEILING MOUNTING I HQ FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BURDEN(.(Mn.Pc=3 ksq SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY All POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.f'c=3 k.1) (R) &&&OEM NBAINE PRF35RE WHO DESIGN E MIME PRES&IR42ATING W 06901 Rum pMZLMT.4iw - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f c-2 ksi) 30 140 160 175 190 120 160 205 30 140 160 75 1 SC12Q 160 205 30 40 BO 75 0 120 205 TAPCON OR - 7/q'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 9 8 e 6 5.5 14 12 10 9 0 8 8 B 14 12 10 9 8 6 6 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR ALITHORQED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0• 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 6 6 6 THLL POI T TECHNOLOGY (Min.V.=3 ksi) OR 14 12 l0 9 B 8 8 6 14 12 10 9 8 8 6 0 14 12 10 9 6 B 6 5 PI.L POINTS SOLID-SET 14 12 10 fl 8 0 6 7 14 12 10 9 8 B 6 6 14 12 10 9 6 8 6 6 BLUE TAP W/CAP NOTES: 14 12 10 9 8 7 55 35 14 12 10. B 8 8 8 6 14 t2 10 9 e 8 6 6 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 ,2 10 9 8 e 6 6 74 12 10 B 8 8 6 8 14 12 10 9 e 0 Ti 55 ANCHORS IS 1 3/4•,AND FOR BLUE TAP W/CAP ANCHORS R 1 1/2'. 4'-D 14 12 10 9 8 8 6 4 14 12 10 9 0 B 6 45 14 12 10 9 0 8 4 ]$ A2) MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL SE 7/8'INTO THE POURED CONCRETE.NO-EMBEDMENT 14 12 10 9 8 8 6 4.5 14 12 10 8 B 8 6 55 14 12 10 9 8 8 8 4.5 INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2•LONG MINIMUM SHOULD STUCCO EDUST,AND t4 12 ,D s >s ss 35 - 14 12 f0 9 8 8 B 5 14 12 10 9 8. 7 55 4 5F>=tlYlTAiloN6 OF USE FOR 1'MINIMUM FOR WADS WITH NO STUCCO. 5'-0• 14 12 10 9 8 8 8 6 14 12 10 9 8 8 6 SS 14 12 10 B 8 B 6 4S BLADE OF!SHEi3 19 14 12 10 9 B 7 4 -- 14 12 10 9 B 65 S 3.S 14 12 10 8 BS 5 3.5 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 10 9 8 7S 4.5 - is 12 10 s e B 6 45 14 12 ,D 9 8 6 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 7.5 85 SIS - - 14 72 l0 9 8 7,5 55 4 1h 12 10 9 5 6 4.5 35 NOTES Al)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 8 8 8 - 14 12 10 9 8 8 6 5 14 12 f0 9 8 6.5.•3 35 INSTALLATION INTO EIFS WITH METAL MDS SEE SHEET 20. 6'-0• 1417 10 9 7S 5S 3 - 14 12 10 8.5 7 9.5 9 3 14 12 a BS 55 4 3 - 14 72 10 9 8 e - - 1a 12 t0 B e BS 5 .75 14 12 8 85 B S 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) ' 14 12 8 6S SS 3 - - 14 12 70 9 0 B.5 45 3S 14 12 10 8 7 5 3.5 3 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUIIDIX. 14 12 t0 9 8 8 - - 14 12 10 9 8 7 5 4 14 12 10 9 7S SS 4 3 - 1/4'0 x.3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0' - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC_ 14 12 10 B 6S 4 - - 14 12 9 7S 6 45 3.5 - 14 1OS 7 5S 4S 35 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 12 10 85 7 4 - - 14 12 10 9 75 4 - 14 12 9 7 7S - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 5S 4S - - 14 12 10 9 7 55 4 - 14 12 9 7 6 4. 7 8'-0• 14 12 10 9 8 65 - - 14 12 10 9 B 4 - 14 12 10 B 65 5 3.5 - NOTES: 14 12 8R 7 55 3 - - 14 72 8 6.5 55 4 3 - 2S BS 6 B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPOON 14 12 95 75 e - - 14 12 9.5 a 65 5 - - 14 12 8 6 85 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 95 65 5 3S - 14 12 10 8 65 5 14 12 B 6.5 5 1 4 9'-0• 14 12 10 B 8 - - - 14 12 10 9 75 4,S - - 14 12 85 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 14 115 75 6 4 - - - t4 11 7 55- 5- 3.5 - - 11 8 55 4.5 3.5 - - - EMBEDMENT INTO STUCCO SWW.BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 65 0.5 - - 14 12 0.5 7 55 4 - 14 10.5 7 55 6 4.5 - DOST,AND 1'MINIMUM FOR WALLS WHH NO STUCCO. 1.5 8S SS 4 - 14 12 B 7 6 4.5 - - 14 11 7 SS±--5-3.5 - 74 12 10 9 7.5 - - - 14 12 JIG 8 65 5 - - 14 72 8 6 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 105 7 5 35 - - 13 95 6.5 5 4 3 - 10. 75 5 { 3 ANCHORS SHAM.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 1117.515-5 - - 14 115 e. 6 5 4 - 25 95 8 5 4 4 NOTES 8.1)&B2)ABOVE W FOR INSTALTIONS ON VINYL SIDING OR BFS WITH OR WTHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 8 5 - 14 12 8 8.55 5 4 - 13 10 65 5 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11'-0• 14 12 10 - - - - - 14 12 9 74S-- - 14 105 7 55 4S 3.5 - C ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 25 95 5 - 12 9 6 4S 3 9 7 45 35 3 X> 14 10 7 - - - - - 14 105 7 5S - - - 1.5&5 5.5 4.5 75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FDR ANCHORS. .5 7 4.5 - - 14 115 75 6 - 12 s 6 45 412'-0. 1412 10 - - - - - 14 12 8 6.5 =_= 73 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS:1I58.54.54 - 0843 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.IFSS THAN THE INDICATED,REDUCE ANCHOR SPACING 13.5 9.5 8 - 13 956.5 5 OSBT MULTIPLYINGSPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 965 - - 74 TOS 7 SS - 11 85 55 45 3S - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE14 12 - - - - - - 14 115 7.5 6 - - - 12 9 6 4S 4OS 8 - - - - - - 10 75 5 4 - - - 7.5 5S 4 3 - - - - ACh- TAPCON WITH ADVANCED TAPPER.+ zs es - - - - - - 12 9 6 45 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SEr BLUE TAP W/CAP MIN.SPACING 13 95 65 5 - - - - 0.5 75 5 4 - - - - V BLADE OR DICTANCE 14'-0' 14 12 - - - - - - 14 105 7 55 - - - - 11 05 5.5 45 - - - - E.D. MIN.SPACING 3' MW.SPACING-3' MIN.SPACING 3 1/2' MIN.SPACING =3' 3 3/4' 4' 10 75 - - - - - - 9 7 45 3.5 - - - - 7 5 3.5 3 - - - - 1 HV BLADE W POURED CONCRETE& FOUFED CONO&M CONMM BLOCK POURED CONCRETE& POURED CONCRETE&pqRED CQLa&1E COFTfI3TE BDOG 1.5 0 - - - - - - 11 8 5.5 45 - - - - 9 85 45 - _ - - - HV WINDOW CONCRETE E0.B3'LOCK MEL EDL-3 1/Y MW.F.D.=2 7/T CONCRETE 36LOCK CONCRETE BLa LOCK 1x11 FA=J t/Y MN EA.2 1/2• 7.5 - - - - - - - 12 B e - - - - - 95 7 45 - - - - - ,{ _ _ _ _ _ _ - 3s 10 ss - - - - - 0.5 8 5 - - - - - BLADE WORKING 3• 1.o Oso 1.0 o.�B 1.D o54 1.0 15'-0' 9 - - - - - - - BS - 8.5 5 3 - - - - - 2 1/2• - 0.81 1.0 - - 0.67 1.0 - 6.5 5 IN UNISON ♦ z• - 0.71 - - 051 - 7 - - - - - - - 15 - - - 9 6S 4$ - - - - - 1 3/4• - 0.91 - - - 0.43 - 16•_0• 14 25 _ 10 75 0.35 e B 8 4 6 45 7 9.5 - - - - - - - 9.5 - 8 s 4 - .. - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY, INC. �ENSF TM BERTHA Accordion Shutter System KV4ADE #1 W/OR W/O H,V.WINDOW BLADE American Shutter Systems N DESCRIPTION DATE DRAWN BY: ML CC E TILLIT TESTING & ENGINEERING COMPANY i STATE OF :4 ` sm N.W.36N.St.,St.30.VMGINW G4ROENS,FLORIDA 3319Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Phone:(305)871-1530.Fox:(305)071-1531 4268 Westroads Drive 2 DRAWING No f1pl. OFF., ;ON 1011 e-maTEle 0�6019I.eom West Palm Beach, FL 33407 3 5-085 ,,YSSION A`-�1AV``\ WWFAT R�i17A II144167E 5 SHEET E. S� ALySI�MIJRE/DATE s 13 OF 20 MAXIMUM ANGHOR� SPACING (10.) SCIAMULE FOR A GIVEN mAx. SHuTTFR SPAN. &S.D DESIGN NEGATIVE PRESSURE RATING AND A G(1RRESPON eDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSiALAT10NS (SFE MOUNTINGS I,J.K&L ON SHEET 7) POURED CONCRETE POURED.00 CR BLOCK ANCHORS SPADING LEGEND NagMUY T WEH&UNTI1 TRENCH QRAINGUARD MOUNNNG QWALL/FLOOR MOUNTING ©WALL/WALH OVER MOUNTING OR SPAN ASD.DEEM 6FPANE PfFS9AiE RUM - DE9a1 NOATfrE DE%M WAIVE PRMW E RUM DESRI 9E00NE PI�IFE RUM N WITHPCON D (R) _ TAPCON WITH ADVANCED 30 40 60 75 90 120 160 205 30 40 60 75 9 720 60 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 THREADFORM TECHNOLOGY 14 12 10 9 8 8 6 6 12 12 12 12 12 15&5 65 7 7 7 7 7 7 7 5.5 5 5 s 5 5 5 5 5 ALL POINTS SOLID-STT 3'-0' 14 12 10 9 8 8 8 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 S 5 s BLUE TAP R LESS 14 12 10 8 8 B 6 B 12 12 72 12 OS 8 6 45 7 7 7 7 7 7 7 65 5 5 5 5 5 5 5 5 14 12 ,0 9 8 8 6 9 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 8 B 12 12 12 12 1.5 0S 5S 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 12 12 12 9.5 7 55 7 7 7 7 7 7 7 7 5 S 5 5 5 5 b fi 14 12 70 9 8 8 6 B 12 12 12 9S 8 6 4S !S 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 12 10 9 8 6 8 6 12 12 12 12 10 7.5 5S 4 7 7 7 7 7 7 7 55 5 5 5 5 5 5 5 5 ki412 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 45'-0' 10 9 e 8 6 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 10 B 8 8 6 8 12 12 9.5 75 8 45 3S - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 6 4 SEE ANCHOR 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 10 B, 8 8 6 8 12 12 15 9 7.5 5.5 4 3 7 7 7 7 7 4.5 35 - 5 5 5 5 5 4.5 3.5 - SPECIFICATIONS 6'-0' 10 9 8 8 6 6 12 12 i2 10 8 6 4.5 35 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SHEET 13 10 9 8 B B 8 12 12 8 0 5 4 3 7 7 7 7 7 55 4 5 5 5 5 5 5 4 3 10 9 8 8 6 6 12 12 10 8 65 5 ,75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 '5 5 4.5 - 10 B 8 8 8 B 12 12 10 8 8.5 5 3.5 - 7 7 7 65 SS 4 5 5 5 5 5 4 37,-0' f0 9 8 8 6 6 12 12 12 &5 7 5 4 3 7 7 7 7 7 7 7 6 5 6 5 5 5 5 5 5 14 12 10 9 0 8 8 6 12 10 65 5 4.5 3' - - 7 7 7 7 6S 5. 3 - 5 5 5 5 5 5 35 3 1.4 12 10 9 8 8 6 6 12 12 8S 7 5.5 4 - - J 7 7 7 T 5 - 5 5 5 5 5 5 4 - 0 VAUD ONLY FOR UP TO +70, -75 14 12 10 9 8 8 8 - 12 12 &5 7 55 4 3 - 7 7 7 55 45 3 - 5 5 5 5 45 35 - PSF A.S.D DESIGN PRESSURE 8'-0' 14 12 10 9 6 8 6 12 1z 0575 a 4.5 3S - 7 7 7 7 7 7 7 4 5 s 5' 5. 5 5 s s RATING & FOR SPANS PER 14 12 10 9 B 8 6 - 12 9 6 45 4 3 - - 7 7 7 7 55 4 - - 5 5 5. 5 5 4 3 - SCHEDULE #3, SHEET 11 14 12 10 9 8 8 6 - 12 11 75 6 5 .75 - 7 7 7 7.6 6 4S - 5 5 5 5 5 4.5 - 14 12 10 9 8 B - 12'11.5.7.5 8 5 3.5 - 7 7 8.5 5 4 5 5 5 5 4 3 ib 12 10 9 8 B - - 12 12 9.5 6.5 fib 4 3 - 7 7 7 7 _L__I_ 6 3 5 5 5 5 5 5 5 5 14 12 10 9 8 B 05 8 5 4 35 - 7 7 7 6 5 35 - 5 5 5 5 5 4 3 14 12 10 9 8 8 - 12 10 6.5 5 45 - 7 7 7 65 5S - 5 5 5 5 5 4 14 12 10 e 8 e - 12 OS 7 SS 4.5 35 - 7 7 5S 4.5 3S - 5 5 5 45 JS - 10'-0'14 12 10 9 8 8 - - 12 11 BS 6 5 35 - - 7 7 7 7 7 7 4S - 5 5 5 5 5 5 5 45 14 12 10 9 8 8 - 95 7 4S 3.5 3 7 7 7 5.5 4.5 - 5 5 5 5 45 3.5 - 14 12 10 9 8 8 - 12 9 5 5 4 7 7 7 6 5 5 5 5 4.5 5 14 12 10 9 8 6 12 95 6 5 4 3 7 7 5 4 3 5 5 5 4 35 11•-0'14 12 10 9 B 12 10 7 5.5 4,513,5 - - 7 7 7 7 7 7 35 - 5 5 5 5 5 5 5 4 //�\\ 14 12 10 9 8 8 - - BS 65 4 3S 3 _ _ _ 7 7 6 5 { _ _ 5 5 5 5 4 3 - \ I J H V BLADE O N LY 14 12 10 9 8 8 - - 11 8 SS 4 - - - - 7 7 7 SS 4S - - - 5 5 5 5 4S - - - 14 12 10 9 8 1.5 65 5.5 4.5 3.5 - 7 7 4.5 3.5 - 5 5 4.5 3S 3 12'-D'14 12 10 9 8 - - - 12 95 65 5 7 7 7 7 7 6 3 - 5 5 5 5 5 5 45 35 14 12 10 9 B 8 6 4 3 7 7 5.5 45 35 - 5 3 5 4.5 4 3 14 12 10 e B - 10 75 5 4 7 7 B 5 5 5 S 5 4 14 12 10 B B OS B 5 4 3S - 7 &5 4S SS - 5 5 4S 3.5 3 14 12 10 9 8 - - - 15 85 8 4.5 3S 3 - - 7 7 7 7 7 45 - - 5 5 5 5 5 5 4.5 3S 74 12 70 9 B 7 SS 35 7 7 7 5 4 3 5 5 S 4 3 14 12 10 9 5 9 7 45 .75 - 7 7 5S 45 - 5 5 5 4.5 4 14 12 10 9 10 75 5 4 3 7 6 4 3 5 5 4 3 14 12 10 9 - - - - OS 6 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 S ♦ 3 14 12 10 9 - 6S 5 3 7 7 5 35 - 5 5 5 4 14 12 10 B - 8.5.6.5 4 7 7 5 4 5 5 5 4 _ _ _ _ _ _ _ _ _ _ _ _ 14 12 10 - B 7 45 3S 3 7 5.5 3S - 5 5 3.5 3 15'-0'14 12 10 - - - - - 10 75 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 12 10 - B 45 3 7 7 4S 3 5 5 45 1S - 14 12 10 - - - - _ 8 6 4 - - _ - - 7 7 5 - - - - 5 5 5 4 - - - 14 12 70 - - - _ - 85 6S 4 3S - - - - - - - _ 5 5 35 - - - - - 16'-0'14 12 10 - - - - - 95 7 4S 35 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 45 3S - 14 12 6 4.5 3 - - - - - 7 8.5 4 - - - - - 5 5 { 3.5 - - - - 14 12 tD - - - - - 75 SS .75 - - - - - 7 7 4.5 - - - - - 5 5 45 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone t,11117II7�7 ©2015 ESTERN METAL SUPPLY,INC. \ERA. BERTHA HVTM ` A �`.$s A■ Accordion Shutter System s /T1 L ECO N C. . H.V.BADE#1 W/OR W/0 RV.WINDM BADE American Shutter Systems TICCIT TESTING & ENGINEERING COMPANY REV.N DEscB1mGN Dare DRAWN ETr: M.L STgTE QF Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 - •- 6355 N.W.36th.St.,Ste.303.V9tOBIN GARDENS.nA'U 4 3316 4268 Westroads Drive 2 �� Phone:(305)871-1530.Fo.:(305)871-1531 DRAWING No ' :'4�`v a ma�I:Ute�oea.Wm West Palm Beach, FL 33407 3 C p WALTER A.11UJT1 dn RE �10AUe N4416 5 �J�oUS E. SEAL' am DATE 6 SHEET P. OF 20