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HomeMy WebLinkAboutBuilding Permit Application I { ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED c Date: iZ '7-0 I Permit Number: Building Permit Application Planning and Development Services ! Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax:(772)462-1578 Commercial i Residential _ PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSEDt;IVI,PROUEM,ENT"LOCATION' . M' ` .., Address: L&V- S (tea -s iF-L 3 c/q�l Legal Description: ;��- ! C'�GQ i,. Property Tax ID#: 1 i o l d 3 7 019 0 0 Lot No. Site Plan Name: (), o��cXS ! Block No. Project Name: E 4 wr Setbacks Front Back: Right Side: Left Side: DETAILED D'EASCR'I;PTI�®N ®FWORK c`7 U 0 Y"e—L i CONSTRUC1"ION SM ,"AT : Additional work to be nertormed underd this permit—check,all t=appy: f L,HVAC _Gas Tank ❑Gas Piping Shutters Windows/Doors Electric O Plumbing OSprinklers Generator Roof Roof pitch Total Sq. Ft of Construction: S Ft.of First Floor: Cost of Construction:$ f,� "d`� Utilities:,nSewer OSelptic I 'Building Height: OWN,ER/ ESSEE'� x ' .':CONTRACTOR: _ _," Name�u�fl`SE 01war Name: tqvYa W!' Se Address: O.!Z io Company: vX i CAYW- S City: State:�G_ Address: Zip Code: Fax. _ _ City: - t eV,r_X_ State: IF Sl Phone No.q�>T— �� -(��}.�`�� �_ Zip Code:_ ��� � ) Fax: '772--�`(� —lS E-Mail: -1 �l • morn Phone No 2- -7 2'J — S9� � Fill in fee simple Title Ho der on next page(if different E-Mail: sI�.k�erS'�ncrlhb�+�jai from the Owner listed above) State or County Liclense: I If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. !! I I I I 5411FPLEMENTALCONSTRUCTI`ON.L'IEN.LAW INFORMATION: j DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _Not Applicable ' Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable {Name: Name: Address: Address: jCity: City: I Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder,to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in alll 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 use's to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement mayl 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 or recording our Notice of Commencement. Signatu a of Owner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA 11 STATE OF FLORIDA! COUNTY OF COUNTY OF I The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this S day of C � .2011 by this d0 day of -Q)"\I ,20 1'1 by Name of person making statement Name of pel;44 making statement Personally Known-­­4 OR Produced Identification Personally Known I OR Produced Identification Type of Identification Type of Identification Produced Produced I , I (Si at re of Notary Public-Stat f Florida) �' (Signature of Notary Public-State o lorida) ' INGRAM (Seal) ANNA Commission No. Seal Public State 01 Fi 24. ission No. (Seal) °tion `'P' Expires Dec 20 3•s�*Q5 My Commission FF A77')49Assn. LASHAHNA INGRAM&it I� �� Fac' gen edthrou9 - i°�u ��= Notary Exp res Dec 20 2013 REVIEWS FRONT 'SUPERVISOR PLANS VEGETA N 1=_A'fURTtF_. , MANGROVE' COUNTER • IEW REVIEW REVIEW REVIE ��S'c' .,f ` REVIEW REVIEW DATE ` "' RECEIVED ;DATE 'COMPLETED Rev.8/2/17 I i i I ' I I I i MAXIMUM ANCHOR* SPACING jtD `HEDULE FOR A GIVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SFE MOUNRiIOS E Q.&H ON SHFEIS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POlIf4D ONCRcErlooNaRin OIL= POURED OOMtlE7E (A) TO EXISTING POURED CONCRETE:(Mtn.re-3 kel) MA1ft @WALL SILL MOUNTING ©CEILING MOUNTINGHO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILOEX.(Mn.rc=3 kSl) 5pµ ANCHORS SPACING LEGM - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECWLTY COMPANY.(Mn.r0-3 km) (R) ASA OL9W NERIINE PIrffie&RENO W AM OEM MOM 1RSSLflE WIND OFSQI NEG IK PRESSIL E RAIM - 1/40 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Min.re-2 Imf) 30 40 160 75 190 1120 160 205 30 40160175 90 120 160 205 30 4080 75 90 120 160 ZOS TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERSFASTENERS•INC.AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 14 2 l0 8 6 a 6 SS 14 12 10 9 8 8 6 74 12 10 9 8 B 8 6 TAPCON WffH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0' 14 12 10 9 B 8 6 . 14 12 10 9 8 8 6 8 14 12 10 9 8 B 6 5 THRFADFORM TECHNOLOGI' ALL POINTS SOLID-SEr (ban.f'c 3 kfii) DR LM /4 12 10 B e e a 6 14 12 10 9 8 9 6 8 14 12 10 9 B e 6 s NO1F5: 14 12 10 9 8 a 6 7 14 12 10 9 B B 6 0 /4 12 f0 9 8 8 8 6 BLUE TAP'W/CAP A7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFOWI TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 a 7 55 &5 14 12 I0. 9 8 6 8 6 14 12 10 9 a B 6 6 TAPPER+ ANCHORS IS 1 3/4'.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' 14 12 10 9 8 8 6 6 14 12 101.9 8 8 6 8 114112 10 8 8 8 6 55 14 12 10 9 8 8 8 4 14 12 10 9 8 8 6 45 14 12 10 9 8 0 4 35 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SDUD-SET ANCHORS SHALL BE 7/8'INTO THHE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 a a a 4.5114 12 10 9 6 6 a 85 14 12 10 9 8 a fl {5 INTO STUCCO SHALL BE PEi0.0T1ED.1/4'0-20 SS.MACHINE SCREW USED SHALT.BE 1 1/2'LONG MINIMUM SHOULD STUCCO DGST.AND 14 12 10 9 7.5 55 35 - 14 12 10 9 6 9 0 5 14 12 f0 9 8 7 -5 4 4SM MUTATIONS OF USE FOR 1'MINIMUM FOR WALLS WITH NO STUCCO. 5.-0. 14 12 10 9 a 0 6 6 14 12 10 9 a 8 8 55 14 12 10 9 8 B 6 45 BUDS ON SHEET 19 14 12 10 9 6 7 4 - t4 12 10 9 8 95. 5 35 14 12 10 9 0.5 5 &5 S A.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE E3GBTING WALL OR FLOOR, 14 12 1D 8 8 75 45 - 14 12 10 9 8 B 6 4-5 14 12 10 9 8 6 45 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 95 75 ab 45 - - 14 12 10 9 8 75 55 4 14 12 10 9 a B 45 35 NOTES A1)&A.2)ABOVE.FOR INSTALLATIONS ON VINYL.SIDING OR OFS WITH OR WITHOUr METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 6 88 8 - 14 12 10 0 a 8 6 5 14 12 10 9 0 a5 •e 35 INSTALLATION INTO EFS WITH METAL STUDS SEE SHEET 20. 6'-0' 14 12 10 9 7S 55 3 - 14 12 10 a.5 7 SS 4 3 14 12 8 &5 55 4 3 - 14 12 10 B B 6 - 14 12 10 9 8 8S DM NG 75 14 12 l0 85 a 5 4 - (B) TO DNG CONCRETE BLOCK:(ASTM C-90) 14 12 B ab 5.5 3 - - 14 12 10. 9 8 95 45 3b 14 12 10 8 7 5 3b 3 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDIX 14 12 10 9 5 B - - 14 12 10 9 0 Y 5 4 14 12 10 9 7b 5b ED D 4 3 ^ 1/4'0 x•3/4'ALL POINTS souD-SET ANCHDRS•AS DISTRIBUTED ALL POINTS SCREW,BOLT&SPECW.TY COMPANY. 14 12 10 8 65 4 - - 14 12 0 75 5 45 35 - 14 O5 7 55 45 38 - - - 1/4'0 OWE TAP CONCRETE ANCHORS W/CAP AS MANUFACNiED BY FIMIDA FASLFNERS DIRECT.INC. 14 12 10 a57 4 - 14 12 10 9 75 55 4 - 14 12 9 7 75 45 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY 14 11 7 554.5 - - 14 12 10 9 7S55 4 - 14 12 8 7 6 45 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED VATH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. B.-0. 14 12 10 0 8 Fib - - 14 12: 10 9 9 6 4 - 14 12 10 0 65 5 35 - NOTES: 14 12 a57 5.5 3 - - 14 12 8 65 55 4 3 -P2.519.51 6 1 a 1 4 3 - - 111)MINIMUM EMBEDMENT INTO CONCRETE EODCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 19.5 7.5 a - - -114 1219.5 8 65 5 - -114 112 8 -i-Ii 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 0.5 " 5 35 - - 14 12 10 8 6.5 6 - 14 12 B 65 5 4 14 12 10 9 a - - - 14 12 10 9 75 45 - - 14 12 e5 7 65 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SKULL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 75 e 4 - - - r4 T1 T aS 3' 35 - 11 3 ISS 45 3.5 - - - EMBEDMENT NTD STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 1 0 85 45 - - - 14 12 O5 7 55 4 - - 14 11D.5 7 55 6 4.5 - - EXIST.AND t'MINIMUM FOR WALLS WITH NO STUCCO. 115 85 55 4 - 14 12 9 7 6 4.5 - - 14 11 7 55 45 35 10'-0' 14 12 10 9 7.5 - - - 14 t2 10 a BS 5 - - 14 t2 a 6 5 4 - - B.3)N 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 9.5 65 5 ♦ 3 - - 10 7.5 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHILL BE AS INDICATED ON 14 11 M 55 - - - - 14 115 9 6 5 4 - - 2S 95 6 5 4 4 - - N07ES ELI)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 05 8 5 - - 14 12 8 65 55 4 - 13 to a.5 5 4 3 - FOR INSTALLATION INTO E3F5 WITH METAL STUL1S SEE SHEET 20. 14 12 10 - - - - 14 12 9 7 8 44 - - 14 Ob 7 55 45 SS - 11'-0' 25 9S 5 - 12 9 6 4.5 4 3 - - 9 7 45 35 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALT.OF THE TRECOMMFNDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - 14 105 7 53 45 - - 1S 8.5 55 4.9 .76 - - 9.5 7 45 - -114111-517.5 6 S - - 12 9 8 4.5 4 - _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12•-0. 14 12 10 - _ _ _ - 14 t2 B &S 55 - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SPAGIND SCHEDULE FOR ANCHORS: 15 a.5 4S - _ - 11 a 5.6 4 35 - - 8 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 3b 95 8 - 13 95 63 5 4 - - OS a 6 ♦ BY MIADPLflNC SPACING SHOWN ON SCIIHULE BY EHE FOLLOWING FACTORS. 9 05 - - - - - - 14 105 7 55 4S - - 11 85 55 45 35 - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE N.SPACING 13•-0. 14 12 - - - - - -114111.5 75 6 5 - - - 12 9 8 45 4 - - - FACTOR 05 8 - - - - - - 10 75 5 4 3 - - - 75 55 4 3 - - - - ACT.NL 25 e5 - - - - - - 12 0 e 45 4 - - - 95 7 9 4 - - - - EDGE TAPCON TF FORM 1FAPCON wrni d IµWLO�GY ALL POINT SOLID SET BLUE TAP W/CAP TAPPER, a 6 - - - - - - IS 9.5 55 S - - - - 0.5 7.5 5 4 - - - - DK3ANCE ----14'-0' 14 12 - - - - - - 14 05 7 55 - - - - 11 BS 55 45 - - - - ED. MN.SPACING 3' MILL SPACING 3' MON.SPACING m 3 1/2' WN.SPACING 3' 3 3/4' 4' 10 7b - _ _ - - _ 9 7 45 35 - - _._-7__0_ -_J___-________ ___ - _ _ ___POURED CONCRETE& pa�D 00!✓Q47E CONCRIE_9I10C PCURED CONCRETE& POURED CONCRETE&pOI�CIONCWE CONCRETECONCRETE [HIDE( 11 a 5.5 45 _ _ _ _ 0 65 4b - - - - - ��BLE--WL M.3 1/Y MN EED..21/Y -BLOCK--WNCRETE-BLOCK--MN ED=3"1/Y -E0.�2-19-_-__-- 1!N FJL.3' MN EA.3 I MN EO•S 14 - - - - - - - a5 0 66.5 - - - - - 0.5 a s6 - - - - - BLADE WORKING 3• l.o 090 1.0 0.78 1.0 054 l.o 15•-0' 9 - - - - - - - as as 4 - - - - - e5 6 3 - 2 1/2' - 0.81 1.D - M67 to - -- 1D - - - - '- - =.as a. s _ - -: - e5 -e- 4 -: - _ --.IN UNISON�- --z' - -- - - opt - - - 0.51 7 - - - - - I5 aS 5.5 - -- - - - 9 65 4.6 - - - - - - --- 1 3/4' - M91 - - - -0.43 -- 16•-0. 14 - - - - - - 25 03.5 6 e 6 4 8 45 3 - - eb 7 5 - - - - - I7 6 1 4 1- - _ _ = FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone Al ®2015 EASTERN METAL SUPPLY. INC. �ENSF BER TM A S s■A. Accordion Shutter System 1LECO Arc. FIV BADE#1 W/OR W/O KV WINDOW MADE S% -iJ American Shutter Systems IEV.Na DESCRIPTION DATE DRAWN 1W: ALL Ir= 71WT TESTING & ENGINEERING COMPANY STATE OF Association.` 6355 N.N.3t#h 5L.St..307,vrlc96e GARDENS,r70RDA 331 Association. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 �.� O• D Phone:(305)871-1530.Fox:(305)871-1531 4268 Westraads Drive 2 DRAWING No �� ��� a- if:u 009ftiol wm West Palm Beach. FL 33407 3 -085 5 ''II SSIONlk\� WALTER A TILUT Jr.P.E. 4 P.E.AIIE'Al! 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DESIGN PRESSURE RATiNC (n.1T.f.1 AND CORRESPONDING MAXIMUM ANCHOR SPACING (jp,l SCHEDULE FOR A GNEN MAX. SHUTTER SPAN. NEGATNE�A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING_ (SEE MOUNTINGS ON SHEETS 16&17). - l_J B 'EE;T RAT E SOUTHERN PME No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PiNE FIR NORTH SPRUCE PINE FIR SOUTH 1/2- MIN. COX 2 W MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD � . I W/ W/ MIN. G=0.43 W MIN. G=0.36 ��(n) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS COLING 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 B.O. WALL MOUN11N75 BO.WALL MOUNTINGSW & X W& X W & X P & 4 S&V S &H S&V BSB OM FUMM M 6111 kMKnR=FMKR=b4 LULCO00015CMUMM MAMM=WflWKRWW kSIXM==XFWX=W nW MW f MK K%407 UOMMEMMOO900MMMMM 0901 NT9NE ITP K 1884!)UM0XNMXFM=WKw 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 OS J64.5 75 90 OS 30 40 60 5 90 OS 30 40 6075 90 05 30 40 60 75 90 OS 30 40 60 75 90 OS JD 40 60 75 90 05 130 40 60 76 90 OS -0.OR 2 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 8 8 12 10 10 9 B B 6 6 8 fi 8 6 B 5 4 4 4 3 12 12 12 12 12 12 12 i2 12 12 72 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 8 8 6 6 6 12 10 70 9' 6 8 6 6 6 6 6 6 6 5 414 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 • 5'..p• 12 10 10 9 6 8 6 fi 8 6 6 5.5 12 i0 10 9 8 8 8 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 1'L 12 12 12 0. 6'-0' 12 10 10 9 8 6.5 6 6 6 6 .5 45 12 10 10 9 8 5 .5 5 45 12 Ia 10 9 6 3.5 6 6 6 B 5. 4.5 6 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 8 6 6 5.5 45 4 12 10 10 9 5 3 5 4 S 12 10 10 7 .5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0.5 8.5 75 8'-0' 12 10 107.5 4.5 3 6 6 6 5 4 5 12 10 10 8 3.5 - .5 35 3 12 10 10 4 - - 6 6 5 .5 3.5 3 8 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 95 12 12 1 9 7.5 BS 9'-0' 12 10 10 5 3.5 - 6 6 5.5 4.5 3S 3 12 10 9 4 - 4 3 3 12 10 4 3 - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 0 12 12 12 1 95 85 12 12 10 8 6.5 5,510'-0" 12 10 75.4 - - 6 6 5 4 S - 12 10 8 3 - - 5 3 - 12 10 3 - - 6 8 4 .5 3 - 8 5 - 12 12 12 12 1 9.5 12 12 12 0. 8.5 7S 12 12 9 7 6 5 11'-0' 1210 5.5 - - - 6 6 45- - - 1210 45- - - - - 12 10 - - 8 .5 4 - - 6 5 - - - 12 12 12 12 10 8.5 12 12 12 9S 8 7 12 12 8 65 5.5 4S 12'-0" 12 10 45 - - - 8 6 4 - - 12 10 3.5- - - 6 5 3.5- - - 12 10 - - - 6 5 3.5- - - 6 5 - 12 12 12 1. 9.5 8 12 12 11 8S 7 6 12 157.5 6 5 4 13'-O" M2 _ - 6 6 - - 12 10 - - 6 4.5 - - - 12 7.5 - - 6 .5 - -I.L - - 12 12 12 0. 8.5 75 12 12 10 8 .5155 12 0.57-3-T 4.5 4 14'-0' 6 .5 - - 12 7 .5 45 - - 72 7 S .5 - - 6 J - 12 12 12 9.5 8 6 12 12 95 .5 6 45 12 9.8 ISS 83 15'-O• - 8 - - - - 12 - - - - - 5 - - - - 12 - - - - - 5 - - - - 8 - - - - 12 12 11 9 7.5 5 12 12 8S 7 6 4 72 8 6 5 4- - - 6 - - - - - 12 - - - - 5 - - - - 1. - - - - 5 - - - - - 6 - - 12 12 10. 8.S 8S 4 12 12 8 OS 5 J 11. .5 5.5 4.5 i 1 HV BLADE OR (1) HV BLADE Wf. HV WINDOW BLADE WORKING IN UNISON* .ISLE U AlI01f5 a DY E71ii MAX ON S/EE'r 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. J. ------1..ANAiOFS_m_WALL,-FLODR_(01_SOIID_W000_SOFAT_SFULLL BE_Ag SUBSTRATE SHALL CONSIST OF THE FOLLOWING:NG:_FpL1Dvr:---__ _---- --=50LlalETW-PINE-No.-2-w/-G.0.95-(N•DS> ----- ---------- 1/4•0 TAPCON ANCHORS,AS MWJFACTLM BY LT.W.BURDPX W/MWWV ELIIEDAIENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(NAS) em SE nom ON SHEETS 16&17. RULE PRE RR NORTH W/G-OA3(N=.) EXCEP110N.SEE NOTE 2 BELOW. -SPRUCE PRE FIR SOUTH W/G-0.36(NAS) - --- MW.1/2'COX PLYWOOD(1988 APA) __2.-ANCHORS m-HOLLOW-CEIIING-SHALL-BE AS PFR-MW90fY1G-TYPE U,,SIfEr-17 AND SFIALL.CON56T_OF__ -LAG SCREWS AS PER NOS 2012 SPEDWICATIONS. _ _ - -4.ANCHORS SFN11-8E 9751N1EO FOLLOtlfMG ALL OF-TETE RECOMMIXWai0N5 AND SPECIFICATIONS OF THE__- ANCHOR'S MANUFACTURER. _ - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM 777"""""'A A■SSS■A■ Accordion Shutter System ...... �� 1 L ECO 1 N c. H•V.FIADE#1 W/OR W/0 FIV WINDOW BLADE i American Shuller Systems ,N DESCRIPTION DATE DRAWN BY: M.L. �• '•, 11uJT TESTING & ENGINEERING COMPANY Aael�ciatiOn, Inc. 1 OLD 11-192 4 13/15 DATE 4/13/15 °In AAA67 43ss NW,aGa�s1..su.sm,wmwLA Duman,anRE1A all -��o '^* Phone:(30.5)871-1530.Fox 1(305)871-1531 426B Westroods Drive 2 DRAWING No * -a: West Palm Beach, FL 33407 3 :- E13-OW8719 15-085 ••• �^I-S'CC)1�^^`� ••�OT L WAITER A. dr.P.E 4 AjFLORIDA Dc.c.#44167 5 SHEEP 6 15 OF 2 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV _& c� HV:♦ BLADES AS APPLICABLE MAX. SHUTTER SPbN Ij+ OR L— FOR INSTALLATIONS TO WOOD WITH V BL-46ECOONLY SAL WALL FINISH BE ITE -TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE §HEEI 19 FOR MAX SP 1/4.0 TAPGON OR S D DESIGN PRESSURE RATING FOR E 1 & A OR UNISON TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ",. 1/4.0 TAPCON OR i W/1 1/2'Min.PENETRATION7APCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING ) OR (13 EXISTING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) I TO CUSS(SEE 1 1 'Gs r (SEE SCHEDULE ON SHEET 15) y;, �^ 1/4'x-20x3/4'B.S.MACHINE 51}61YIF ON SFEEr ' $ SCREWS W/ 1/4'-20 NUTS ~—11 FOR BATE®APD S I GN SW 19 POR ( a 1'Min. 8 12'O.G EXISTING I RAMS d1&Q1� GLASS-4 OR N FlNL4t lV =I _ 1r�'1� ",w.•i'1+•• �:•' : WALL. I 1 W LLLJJJCi ��� �E7OS11N0 NW. "• FINISH t OR0 Y 2514'WOOD ""�t•.�•.EXiST1NG NW. HEADER REQUIRED 1 OR 1 2'x4'WOOD EXISTING I I HEADER REQUIRED 1 f'D TAPCON OR TAPGOG WITH ADVANCED TH PENETRATION TECHNOLOGY W/1 t/2' GLASS--$ 7O I I I I 1 I _ Mi. P1NEiRATDN OF THREADED AREA TO 9 MW.SEPARATION TO GLASS EXISTING WOOD HEADER. SCHEDUL4--1 EE ON mMD FJLISRNc r--(SEE SCHEDULE ON SH 11 (SEE!c E ULE ON SHEET 15) I ON SHEET 19 FOR G J'I 2k4'CONI.SILL HADES®s:.QAa PLATE REQ D. ON H- WALL HEADER INSTALLATION OHV WALL SILL INSTALLATION O HV WALL HEADER INSTALLATION I I I EXISTING I MIN SEPARATION TO GLASS NLN.SEPARATION TO GLASS SCHEDULE ON SHEET n) I O Guns-1 I i EXISTING F—(SEE SCHEDU E ON SHEET 11) 1 EXISTING �( E ►ON.SEPARATION TO GLASS 1 cusses x c M C2 Pu�(SEE SCHEDULE ON SLEET 11) s t/4'o-zox3/4'ss RED'D. 1/4•o-20:3/4'S.S. I MACHINE SCREWS I I MACHINE SCREWS W/ I I USING 1 NUTS 1 O 12'D.C. _i�"}i,•�4Y WALL10/4'-20 NU75 O 12' 1 .., FINISH I I •` .C. Q@ y. DR �- T 2'x4•CONT I OR - WOOD PLATE t REWD- �• 1'Min. N 1'Min. i it •t:s 1/4'0 TAPOON OR TAPCON WITH ADVANCED OR� - THREADFORM TECHNOLOGY W/1 1/2• _ :i_ __ ___ 2•x4'CONE. Nin EXISTING WOOD H OF THREADED AREA TO -1/4•I-TAPCON-CR-TAPCON-WmI-ADVANCED :� _ -SILL PLATE E705TNG WOOD HEADER. THREAOFORM TECHNOLOGY W/1/2' 1/4'0 TAPCON OR f((}�: REO'D. —(SIE'SCHmUi£"ON SHEET'15)-------- Nin.PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WITH ADVANCED 19 U SHEET 4 FOR TYPICAL WALL (SFE SCHEDULE ON SHEET 15) EXISTING MIN.2•x4' 1/2 MIN.CDD , THREADFORM TECHNOLOGY SHUTTER AS SLY. SPUDS® 16.O.C.NAX. PLYWOOD REOb. THRFA/DEb MARFA INTO PLYYWOOD PENETRATION OF 2 COMBPINED IN ANYDNS WAY BE - - ------ ------ 1/2'- COX-PLYWOOD __ ________ REO'0.PLYW000-70�.-- __- _ Wim•FINIS SUIT ANY INS,, N. ___ __ ___ ®HV WALL SILL_INSTALLATION_ STING MIN.2'x4'STUDS® 10'D.C.MAX TEQ'O. ATTACHED TO STUDS IN --(SEE..SCFIEDULE-ON-SHEET 15)___- _ PLYWOOD TD BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH - WITH SECIIDN 2308 OF TEE F9.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION s�ur ARONs ©HV WALL SILL INSTALLATION F.ELC. ' BADE ON SH.1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane -- - - - ®2015-EASTERN METAL-SUPPLY.INC. - RIArill 10", BERTHA TM F1MEcordionShutteryemArA■S■S.A. KV � WA TIWT TESTING dt ENGINEERING COMPANY e�Can Shutter Systema qLv.tu 'DESCRIPTION DATE I ORAYm L1r: M.I fins N.W.36A.se.fits.303,vexvOA eARCEns.E1OFM 331Assoclatlon, Inc. 1 DLD 11-192 4 13/16 DATE. 4/13/15 4268 Westroods Drive z ' ,o• � phone:(30S�7t-t530.Fax:(SOs)En1-1S3t DRAWING No 9.• a- 1-UIEoco@-L—n West Palm Beach. FL 33407 3 15-085 p c�,: ®ooa97t9 4 ��j 0�'•-. �DR19P:' �� YMLtER A tiLltT Jr.P.E. ... G\ `\A� FLORIDA Ltc.B 44167 c SHEET 20 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR 1 HV & a HV* BLADES (AS APPLICABLE) MAX.-SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE C1�ONLY S TED TO 105.0 s . S PRESSURE RATING S SHEMAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON YAPCON WITH ADVANCED 40 TAPCON OR 'x6'(Min.)EXISTING .O EQ 2 MIN. EDGE(IF APPLICABLE) THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. W/1 1/2'Arm.PENETRATION 1/4'0-20x3/4•S.S. OF STRUCTURAL WOOD BFY EXISTING OF THREADED AREA TO 1• PHILLIPS TRUSS HEAD TO BE CERTIFlm BY EXISTING WOOD HEADER. EXISTING WOOD •my MiR MACHINE SCREWS RECISIERED ENGINEER OR TRUSSES OR \(SEE SCHEDULE ON SHFkT 15) W/1/4'-20 NUTS ARCHITECT PRIOR TO O RAFTER O 24• t9 01 O.C. SHUTTER INSTALLATION. 1/2' 1/2' O.G.REQUIRED t 1/4'0 TAPCON ORSOFFIT TAPCON WITH ADVANCED 3/4' C Max. HX. ,y57• THREADFORM TECHNOLOGY 3/4' .THK. a Y \ Max. W/ 1 1/2'Min.PENETRATION 14x3/q- E 1'x4'x1/6•CONT.ALUM.TUBE a I I OF 1HREADED AREA TO E Q EL (6063-T6 ALLOY)W/ OPTIONAL EXISTING WOOD HEADER. O 6.O.C. (3)5/16'0 LAG SCREWS TO (SEE SCHEDULE ON SLEET 15) t Or Q Or Q I 1 Or©Or Q EACH RAFTtLi OR TRUSS. LOCATE LAG SCREWS AT I MIDWIDTH OF EXISTING WOOD •M1DOSTING MIN 2'x4' t I I MEMBER,(2•Min.NOMINAL E)ISTING--'�1 HEADER REQ•D I OPEN HOLE AT EACH WMM)W/2•Min. -LASS _ MIN.SEPARATION TO GLASS I STUD TO ACCEPT PENETRATION OF THREADED ! -(SEE SCHEDULE ON SHEEP 11) EXISTING I 5/16'0 LAG SCREW AREA VALID FOR GLASS--�-I AT CENTER OF TUBE INSTAUATIONS WITH 72p1 Ill Stt}YMMItON MAX.A.S.D. DES LOAD AND OS V LL HEADER INSTALLATION 1SCHMUU:a(SEE ET EtasnNc ""SAS(SEFI 6'-D•MAX SPAN.THIS CLASS-- TO 0115— INSTALLATION IS ONLY VAUD 11 FOR HARE IDRO FOR WOOD W/MIN. DOUGLAS PECIFIC JI CH�t91L�NR� O OR ®O SVFARC lH sR GRAVITY OF oS0 15 DOUGLAS ON SIM 1DEOR ®• FIR OR SOUTHERN PINE Na.2. BIJi-5: EIADEsmte® I t1I,ADLSW✓F49 1 OR OR EQUAL. 1—SRI SHOT{FOR 7YNCA.SHIRLEA ASSE7.IBLY 2—MOUNTING SE1.•RONS CAI BE COMBINED T HV CEILI G INSTALLATION N ANY WAY TO AIR ANr INSTA ATION. -@HV G INSTA ELATION t I ro a (s¢ t OR®� I MIN. I I MW.SEPAMnON TO GLASS EXSRNG ---1 11�a"(D� SEPARATIONGLss (SEE SCHEDULE ON SHEET 11) I ON Slk]:T 74 FOR TO GLASS I I ) FJOSTIN,. __ /;tll G \' SCHEDULE MADESO&O \ ION SHEET 1) l ! W lTE- 1 ll IN I I EXISTING I 8 1 ! FW 5H I I 1/q. I '/s'`.e+" #10x3/4•HEX F Asci I 1 I z'=s•MIN.woo ©� 7 3/8 Lar WASHER HEAD TEX I BECK REQUIRED Max. SCREWS O 12'o c 27x6•MIN.WOOD _ ALLOWED) DECK REQUIRED(NO _ �--�^" 19 FINISH AL DE2XC) 2• 7' OF E rte` EDGE OF DECK E IF-APPUCABLE____ - _ DECK IF —li IF APPLICABLE •(u —_--__-'. 1/4'0-20x3/4'S.S_ - APPLICA6LE— .r 1//4'0 TAPCON OR PHILLIPS TRUSS HEAD YAPCON AYITH ADVANCED M'O MACHINE SCREWS 1/4.0 TAPCON OR TAPCON WITH ADVANCED 2•x4•CONI. THREADFORM TECHNOLOGY W/1/4•-20 NUTS THREADFORM TECHNOLOGY W/1 1/2'Min. Y MIN. SLL PLATE _. 1/4'0 TAPCON OR 7APCON WITH ADVANCED THREADFORM 2'MIN. PENETRATION OF THREADED W/-1 7/2'16n.PENETRADON 0 12'O.C. _ __- 112'-Min._ -__. TECHNOLOGY W 1 - PENETRATION.OF-THREADED- _ -- __ OF THREADED AREA TO - __ I- -AREA-TO EXISTING-WOOD-HEADER.. - :; EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEEP 15) SCHEDULE ON SLEET 15) (SEE SCHEDULE ON SHEET 15) SEE u noNs of usE FOR (X HV WALK—OVER INSTAUATIO14 OV HV 'WALL SILL INSTALLATIONBIADEoN SHEET 1B WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `````�P�•��R••:,T�� ®2015 EASTERN METAL SUPPLY,-INC. �• '�10ENSF ;��; BERT >M Accordion Shutter System A.S.s,A, `* E KV.BLADE#1 W/OR W/O H,V.WINDOW BLADE. * x.= Americus Shatter Systems ,N 06CRIPTXIN DATE DRAWN BY.. M.L TILLIT TESTING NIL ENGINEERING COMPANY Assoeiotlon. Inc. I OLD 11-192 4/13/15 DATE` 4/13/15 " '• 4:. 63=N.W.38th.R.St.30%WRGPM GARDENS,F7OROA 331 • - 4268 Westroods Drive 2 'ter qj pt—� Phone:(305)871-153D.Fax:(305)871-1631 DRAWING No 4,�(CS••.,, -` ��``�.` a-maT:blkrnOaol.wm West Palm Beach, FL 33407 3 15-085 /OIIIAL�`G.�` WALTE®A.�DWT'&.P.E. ` P.E. SFALf�I �t�URE/DATE FLORIDA u`0 44167 e S 17OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS Yrt YN MOOD SNOB 800.0. YN•UK WOOD WOO STUDS t/CA TA" A ST1D3 REO•d 2WOOD Si�WS (AS APFUCABLE) \ / 'moi°,/Y,DC \ / Y (AS AP'HJCAM0 tN10 FYgH \\ / srum OR /4N \ /aO511NG lUs f PLY/OOD6dl 1, Snas tN0aa51pK0 CLKSXx: L"5mc OlASS •( / FxI5PN0 1A55_xx IT — -7 mYPA SPORAI01 0.m OTz r 1/2•UM cmc Kms.wa,moi MMEM MM. am ME Rtyllm11i�BJmtmAND samMaC W .Txo°dKT+s¢t fa ( MMI • IF, a.�mti® a c9�ar t/r adA�me R9 BAnS(Ilef •_ A%Am(lDG7EQDG7E 1 M I 9KE9a)t� I 1 ML WusLrmrwx. lfax1/2•SA15. ——— )ii�tmnwa�'c�ctMa'-t 015 0.R 016 OG SY.S _^— (00A}T!AUlM At MONOP r 4 L11-F-2 p/1m,/Y suz m(�• W t7-ti wm�rs�MLI ro 1 OR 5 4 COM 1 OR • ®tea a.`"- Ar 1 OR �. SE[OLTAtt z sf L£OUL x roR 1 OR�• s� TO'RACKS � C FOR 4 p•pe•OT.e0•�'�. VAM .O .0. / SmE mr N -O-©OO-eO-tCd•i�- m1RACKS Q�•Qi➢-©•@•O.p. O•©•Q�i-©•70•®- ®•®-®•(�D•O•®- Oa•®-QI'•®•dI'•® END CONNECTION DETAIL 8 END CONNECTION DETAIL END CONNECTION D AIL® END CONNECTION DETAIL CUSTPIGI.Rmurav oNcr FOR SrAzs KxaArER tNAx,2'-a• 2*01 Ya r,00D p UPCM A18TAIAs 1/4Y tAPtAN J,Da,h•Sys s STUDS Rcw °ash PE 0 1Y oc. PDXMTM a1 FUR am 1 2,� cfi ro C ♦ SEE IJMRAMONS OF USE FOR eoi •� f— �/Y 4a. Kana�� 4 4 BLADE OA ON SHEET 19 TO CLASS M a S�,9 ta, 1/Y UN © ——— — — 6 oR®OR 1@aR aAu3®s, ----- O 4 4K O� 4-- �. 6 mOoR�OR ZVIEW \-Wnu rvASH—Yr H.wYDm N wu - •�-©07.0'®•®�---- ---©°R®°N 1®°R�— Y— - -- ------- --- STUDSRma. Fres, ®•(U(�'©Q31- .eM END CONNECTION DETAIL ® END CONNECTION DETAIL O2 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone C 2015 EASTM METAL SUPPLY.INC. aQ,,,,_ / `` � c�N A�s S�A� Accordion Shutter System 1 L ECO 1 N c. N.v.MADE#1 W/De W/o N V.YdNDOAt an�E rr/S13 /.1^ : = T1WT TESTING & ENGINEERING COMPANY American Shutter Systems x OFSVUPTTON DATc DRAWN xr: u.1 .*S Association, Inc. 1 OLD 11-192 4/13115 we 4/13/15 o• bus N.M.Jam.SL.Ste.JOS,VUMU GARDENS.FLDFUDA 3310 : CTE OF ``? Plwne:(705)871-1530.Fax:(305)871-1531 4268 Westroads Qive 2 DRAWING N�220 e-mal:6lt..e..1— West Palm Beach, FL 33407 3 5—� ,'rpt• • �ORIDP.•`yy�r\.� EH-MOS71s 4,�'tSs%0••.... w`G\ � WALTER A T4Ur Jr.P.E. 4 5 SHEEP FLORIDA U. 44167 P.E.'36A�Y�RE/DATE 6 18 of GENERAL I IMRATM"S AND CONDITIONS OF IIS'FOR BERTHA 1.MAX AS.D.DESIGN PRESSURE RATING+110,- 110 Pat. 2.YAK SHUTTER SPAN:96' 3,ALLOWED MOUNTINGS A,D,G&H ON SHEETS G 7;AS WELL AS MOUNTINGS K O,T.U&W ON SHEETS 16& 17. z (}2�� SYY�MER6®�Y- No OOPOPt N 4 �YUSf BE INCLUDED DN Y AT EXTERIORRAACCFSS S1DEO F PNC �a I ) I ! ! ! TMP.EA.END 5.(A) L WINDOW BI/IDE 1 SHALL ONLY ALLOW A MWOMW DF 5 OPENINGS (3'I HOLES)Fr ®PER BLADE AT SPACDIGS SHOWN ON SHEET 4. 4 IVA)C.5 WINDOWS (�MIN.CIFARANCE TOP OR BD7TOM EDGE OF HV WINDOW MADE 1Q ALLOWED AT HV S{ • I • !♦ OF ANY 3'0 HOLE=SHALL BE 12'. WINDOW BLADE (C)FIRS!"OR BLADE COMING OTR LION STARTERS AT ENDS MAY BE HV VANDOW BLADE 1q (D)11v MA1tsOW BLADE 1Q u1nT BE usm ALTERNATE TO A sols Hv BLADE(D THROUGHOUT swrrER•S WIDTH. rt 2 T[5 SWHL OF 717 BE INSTALLED ADJACENT TO A SOLID HV e w ♦ BI110E 1 ATM SIDE(1F 11iEY. SEE END 1 i • ! (E)POLYCARBONATE W WINDOW 0 SWW.BE INSTALLED SO TH9 TABS FACE CONNECTION • • $ ! ! ! THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW r,49 MUST BE DETAILS ON SHEETS ONLY INSTALLED AND LOCKED USING A NV SETTING TOOL PROVIDED BY ASSII 1D&18 71P. INC. FULL HES' /"� p ig S.SFE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME ' 1 IBC p BUILDINGS ON SHEET 15,AS LDIOED BY SPAN AND DESIGN LOAD(SEE NOTES z P P 9�� 1&2 ABOVE). 3 8��(_ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE&ACK WALL ON SHEETS 12& 13 AS LIMITED Bf SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOVE). B.MINIMUM SEPARATION TO CLASS SCHEDULE,PER ASHY E-199& (SEEroPLAN FBO�u REQUIREMENTS) W oR� „� WIND ZONE MNUUY SEPARAMON TO GLASS D H TTYYPP Q�1 �+U, IMTTED 1 THRU 3 1' DUSTING CLASS ELEVATION ISM SEPAVQION TO aASS 4 am- SOEDUF ON SHOT 11 FOR HIDE --- Ats ON TLCs SLEET FOR[METE:-Q&- ^ 1 5 AITERNATF OPPOSING CENTERMATES 2C1t®W/gW=RIDR ONW TMP. 1 I \ 4 AND W/ OR (SEE NOTE 4 ABOVE) ® Sri ICA��CENffRA4gFS�1,® \ / /ate W/O (SES NOSE 4 ABOVE) ELAM \ TYPICAL 1.HV=BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1 SHUTTER* ---- N.T.S. FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone `AAAAA11N11111111110"II' - - - ®2015 rAstmm METAL SUPPLY.INC. . ...A: .14/l''%, BERTHA �. CE rM A S S A Accordion Shutter System L E C 0 INE. KV.IXADE ft W/M W/O KV.WNEIM RADE *• l/r/ fes` - TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV. DESCRIPTION DATE "DRAWN BY: ML -�• STATE S &155 N.N.]MR SL,St..3Da VIJMM GNWINS FlDfr011 a)1 Association. Inc. L OLA 11-192 4/13/15 OATS: 4/13/15 r' DF ev; Pno re:(3D5)971-1530.Fca:(3D5)871-1531 4268 Westroods Drive 2 ` m®-000s71B West Palm Beach, FL 33407 i DRAWING No ,, s5+•••••••••'•`G�`�� WALTER A TR1TTJr.P.E 15-085 •TAI / ` A� FLORIDA Ue.p 44167 6 SHEET P.E. 36A 1�E/DATE 6 20