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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO II MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED _ Date: 5' ��Q Permit Number: VED s Building Permit Application MAY 17 2096 Planning and Development Services PERfAITTING 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 ,POPC}5E1 111lIPROVMN L"OCAS ION ' w Address: 10310 S OCEAN DR 608 Legal Description: OCEANRISE CONDOMINIUM APT 608 AND UNDIV SHARE IN COMMON ELEMENTS Property Tax ID#: 4511-515-0056-000-9 Lot No. Site Plan Name: Irwin Foley Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED QESCRIPTI(WOR V-01, ._ % r ` Install 1 Accordion shutter CONSTRUCTIONINrFC)( M� TIC?N Additional work to be nerrormed under this permit-c ec a appy: HVAC F Gas Tank []Gas Piping Shutters Q Windows/Doors 11 Electric ❑Plumbing Sprinklers FIGenerator Roof Total Sq. Ft of Construction: Sq. Ft.of First Floor: Cost of Construction:$ 1117.00 Utilities: _Sewer F—]Septic Building Height: OUItNER�LESaI:E }_ rCONTtACTOR �` x Name Irwin Foley Name: Michael Heissenberg Address:10310 S OCEAN DR 608 Company: Expert Shutters City: Jensen Beach State:FL Address: 668 SW Whitmore Zip Code: 34957 Fax: City: Port St Lucie State:FL Phone No.419-233-0007 Zip Code: 34984 Fax: E-Mail: Phone No. 772-871-1915 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. !V# iAL CQNTiUCTiQN�t,iN l AUU iNFf3R1ViATiQN3 'a DESIGNER/ENGINEER: X Not Applicable MORTGAGE COMPANY: X Not Applicable Name: Walterriliit Name: Address:6355 NW36th 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 qf Commencement must be recorded and posted on the jobsite before the first inspection. If you intend obtain financing, consult with lender or an attorney before commencin wor or r c n our N ice of Commencement. s _Signature of Owner/Lessee/Agent Signature of Contrac or/License FT61 r ;�Wazz;� STATE OF FLORIDA J L-Lk STATE OF FLORIDA COUNTY OF (9 COUNTY OF FLORIDA -54. �U The forgoing instrument was acknowledge before me The forgoing instrument was acknowledged before me this jj%y of IrV1C��-7 20 ��by this Ll 4.6 of 20 1 Lby (Name of person acknowledging) (Name of person acknowledging) (Signature of Notary Pu ic-State of Floric a U (Signature of NotaryPu Iic-State o F r' ) Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Produced Type of Identification Produced �*&Zro� EAT ER VI710 (' HEATHER VI720 Commission No. Y PUBLIC Commission Not �Q� �'Iqkjh�, t 'PUBLIC o STATE OF FLORIDA STATE OF FLORIDA o c 6 d cornffWWWR Revised 07/15/2014 sNCE19�� Expires 11/13/2018 �41N5EI " Expires 11/13/2018 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS 666 S.W. WHITMORE DR. ESS EXPL,7�-`,� PORT ST. LUCIE, FL 34984 (7792) 871-1915 (800) 749-9056 "Vwfe're Taking The Sh utter Industry By Storm" FAX 371-0990 ALI N1 I'MA air Affl!ff,' 1M.NIN FCLE'! 411312016 IRWIN FOLEY 10310 SOUTI-1 OCEAN DC--ZIVE 10310 SOUTH 0"MAN DRIVE 608 603 wil 12�, 1"I'li . JENSEN BE!'CH, FLORIDA 341957 OCEAN RISE . JENSEN BEACH, FLORIDA 34957 419-233-0007 OWNER '7`7 "`�7�1� 3 10 lgmm 42 12 X 00" VVINDOW, BE[(-:;E, HV ACCORDIANS WIN SCF $1,117 a—%m 5 11 u KK TA m ff T—Ttl T1"F".1,ri Tn"t'i R7,,7W tle T.m T,' k9® SHU`Ittkl�MEETALI-100AL BUILD' ,. . I - 11 - _ 1 $1,117 ING CODES A€ PROX.DELivt'R'Y': FIVE YEAR WARRANT'. POR—PAIRTS AND LA-BOR(SEE lo"JARRANTY INFORMATION). DEPOSIT $372 SHUTTERS-MUST—DE:MAilmllf',ANT."M PROPERLY (SEE MAINTENANCE INFORMATION).- 120 BALANCE $745 X40 L GENERAL. NOTES: 1.BERTHA H.V.A1X1DR8MN SHIUrIER SYSTEM SHOWN ON 1HI5 PRODUCT EVALUATION ODCUMEHR P,ED,) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WHH THE 2014(5th EWDON)OF THE FLORIDA BUILDNO CODE 7HRi ACCORDION SHUTTER SYSTEM SHALL.NOT BE INSTALLED AT 111104 VELOCEIY H. CANE ZONE",,. U� �n DESIGN WAND LOADS SHAt,TUE BETERMINED AS PER SECTION 1 9E0 620 OF THE ABOVE WNTIONED CODE.FOR A BASIC WIND SPEED REOIJ1Of THE-)LwmiCT10N WHERE SHUTTER WILL. � TABLE Or- I.,ONTLIV 1.7. BE INSTALLED WITH A DIRExhOFDUAY FACTOR Kd-0.65.USING ASCE 7-10 AND SHALL.NOT EXCEED THE MAXIMUM(A.S.0)D£S414 PRESSURE PAINGS INDICATED ON SNEE75 11 THRU 15,10&20, AREA XL6 6A1 IN ORDS{TO VERIFY THE ABOVE CONDITION,ULTIMATE DEMON VINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FEST REDUCED TO ASD.DESIGN WIND LOADS ' BY MUL71PLYNO THEN BY 0.6 IN ORDERTO COMPARE THESE W/DMX.(AS,D)OE"ICN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 18. 19&20, GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,E.O.,AS TESTED,WERE NOT OVER STRESM.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=IJSM IN THEIR SYSTEM COMPONENTS 1-20 SIM 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERiFIMMM OF FASHOMRS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 HERniA N.V.ACCORDION SHUTTER SYMEM'S ADEQUACY FOR WIND AND URGE ARSSIL.E IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYFRGLL ri1tNDOW BlM)E&WIN00Yf DECAL -HJ BLADE 0 00214,01-0,#0715.01•-01#1004.01•••(15,#1214.01-05.@0317.02-•D6.¢0000.01-10 AND#0210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM F.-1666 �g,Fa�?• h"d��DE M AND W WINDOW SL ADE hlA AND E-1030 STANDARDS(WSSRE LL'VEL D,WIND ZONES 1.2&S)&01220.01-10 AS PER TAS 201.203&203 PROTOCOLS LAROF MISSILE. (WHERE„APPP JMLO -HV WWNDOW BLADE ®#0506.01-08 AS PER ASTM E-1886 AND E-1096(MISSILE LEVET.0.WAND 70RES 1,2.3)OASIC PROTECTION ONLY AND B 0725.01-88 AS PER TAS 7.02 PROTOCOL TYPICAL SNUT7ER-ELEVATION &NOTES ON LOCKS SHEET S INSTALLATION DETA1.4 A-F,OONCREIVOLIXX SHEET 6 2.IN DIME, AND HJ WINODW BLADE a /M ENGINEERED 70 WORK IN UNISON WITH EACH OTHER UNDER THE GFAER LL LIMITATIONS AND COMOTRORS OF USE INDICATED ON SHIM 10 INSTALLATION DETAILS C-M.CONCREEE/DLOCK SHEET 7 CENTERMATE DL'TTAILS HV SHEET 8 3,8 H.V.ACDORDION PINS(IN SCREWS).USED AT BLADES KNUCKLE AND FUR DIRECT MOUNT CANNECIION'ta TRACKS S'fBJl.BE#1422.75'AND#1421.75'R6PECTNE.Y,410-HI'MINIMUM STOATS MI ERMA•ME ALTERNANU DEM I.S.FIV SHEET 9 STANLk`. STEEL SCREWS WfTH ino 101 YIELD STRENGTH AND 180 k.1 TENSILE STRENGTH.PINS SHALL BE COATED Willi OEM MY 11ACROSHIELD COATING SVSTEIA AS MANUFACTURED BY APPROVED COMIND APPLICATORS, REGISTERED WITH AMERICAN SHUTTER S)=WS ASSOCIATON,PINS MUST UF:AIt THE HV MARKING ON THEIR HEAD. END CONNECTION DETAS 1-0.CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL RE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TES ALLOY IS 30.0 kd AND 347 lib FOR MAXIMUM SPAN TABLES SHEET 11 6005-75 ALLAY. ANCHOR SLTREDULE-CONCRETE dI BLOCK SHffFT 12 5.ALL Suims EO BE bTANLEISS STEEL 304 OR,31a A51 SERDES.OR CDE osioN NE5'9TANT'Comm CARBON STEEL AS PER DLR 50018 WITH 50 EW M06 YIELD STRENGTH AAD 90 IOT MIN,1041LE STRENGTH. 940HOR SCHEDULE-CONCRETE&BLOCK SIM 13 AND SHALL COMPLY W/FLORIDA BUILOI NC CODE S'ECBON 2411.33x•. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 S.BOLTS TO BE ASTM A-307 GALVANIZED SIEE3., OR AM 304 OR 316 SERIES STAEO.HSS STEEL WITH 35 kM MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SWEET 15 7.SEE THE.FOLIATING SHEE•T5 FUR ANCA SPECIFICATIONS HV BLADE O: 12,13,14.16 AND 213 INSEAL.LATTON DETAILS U-R,WOOD SHEET 16 INSTALLATION DETAILS S-K WOOD SHEET 17 IN BLADE ID&Q WORKINO.IN UNISON: 12,13&AES END CDNNECTHON DECALS 7-12 h X.STOOD SMELT ie •8.THIS BERTHA H.V.ACCORDION SHUTTER 5rSTEM BENTS A US..PATENT#8'779,582 COMPONENTS OF THIS APPROVAL ARE COYERM.IN WHOLE OR IN PART BY LLLL PATENT$5'458,179 ISSUED TO EASIEM METAL SUPPLY.INC. . AREA s, 411L.WHOMBLUE �ONLY 9.R iff.SHV4L BE TRESPONSIBILITY OF DHE COMA•T�R.TO VMWY THE SOUNDNESS OF THE STRUCTURE.WHERE SHUTTER IS TO BE ATTACHED TD WWRE PROPER ANCHORAGE CQNiRACTOR TO SEAL/CAULK - � SHEET 10 ALL SHUTFER COMPONENT RAGES 4ABCH REJAN.THRU FASIEINW IN CONTINUOUS CONTACT WITH THE SUIDINO TO PREVENT WINO/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION 10.EACH UNIT,MUST SEAR PERMANENT LABEL IN A YORE PLACE WIN WPRNNO NOTE:nURNG PERIODS OF HURWJM WARNINGS NONE OWNER,TENAHC OR 01WA%MUST PROPERLY CLOSE ALL IN AND HA AREA ,4, yy yyiNSQ�gLAD� 1 ONLY AND ENGAGE OR LOCK.ALL IN AND FID LOCKS. 11,SHUTTER MANUFACTURER'S LABEL,SHIM BE LOCATED"ON A READILY VISIBLE"LOCATION At ACCORDION SNUFFER IN ACCORDANCE WITH%rTtON 1710.8.3 OF FLORIDA S UILOIND CDOE.ONE LABEL SHALL BE NSTNJATION DECALS,METAL SND WALLS SHEET 20 . PLACE)FOR EVERY OPENINF LABELOND 70 COMPLY'AM WMINN 171042 OF THE FLORIDA FNJLOIING OWE; a HERRW H.V.ACCOROMN SHUTTER'SY51DB5 INSTALARON SHALL COMPLY WITH WOOS NSCATED N THIS DRAWING PLUS ANY13UEDOM AND ZONNG REGIAATIONS PROWOED BY THE JURISDICTION WHERE PERMIT IS APPLIED.T0. - •13.(a)THIS P.M PREPARED 9Y THS ENGINEER IS GENWO AND DOES NOT PAOWDE NFORMANION FOR A SITE SPECIFIC PROJECT:L%WHERE THE SRF.DONOfR016 WA41E FROM TETE km (b)CONTRACTOR To Of.RFSPONSLEYE:FOFI THE 10=011,PURCHASE AND INSTALLATION INpD09N6 LIFE SAFETY OF THIS PRODUCT.BASED ON THIS RED.,PROVIDED HE/SHE DOM NOT DEAVEFROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCIION SAFETY AT SBE.IS THE-CONTftAL'ItNt i.RESPOtd5181UiY: (0)THRs PTEA.WALL BE CONSIDERED WALED fF ALTERED BY AW AWANs. OBTAIN PERMITS IN THE STATE OF FLORIDA ( S11E OPECDRC PMXCTS SMALL BE PREPASED BY A FLORIDA REDbRFRED ENSIR 711 OR ARCHITECT WHICH YRU.BECOME THE 8WJEER:OF RECORD(EO.R.)MR'71-M PROJECT AND WHO WILL.BE Rfl1EW, FDR TLE PRDPER USE OF THE P.E.D.-ENGINEER OF RECORD,ACTING AS A DELEWED ElNGOi£ER'TO THE P.E.D.ENGINEER SHALL SUBMIT TO T165 LATTER THE WE SPBCJFEC MWt6NOS FOR (a)ORGttiAL'P.ED.`-OiALL,BEAR THE DATE AND ORIGMI.SEAL AND.SIGNATURE OF THE PROFESSIONAL-OMINEER OF RECORD THAT PREPATLID Fr. .t RDO BUHbjNG.CM .on 812h Volocit Hurricane. Zona �� 1 74A, ®za)a E(3TETiN►KETAL suPFLv.TND. L1GEIaBERTHAm o: IL E C Q tNc. A.:SuS.A. KV A ordi on shutter System 'O: fid'T4- nuEr T�snyc ac L NGR+�tNNo corAPaNY AmeMcan Shutter 3yaierns TUTS . lu • �GF• H Anoct41tCE12 Inc. t OLD 11-182 4/13 IS DATE: 4/1-3/715 6x1!N.W.LPA St:S.�,V WCA WMET1.ROOM STt O -Pn60e:MR307T=.16so-EO n:C,os�T1=1i7F-- -W ro, ---A268 4f. N` -+.w9:mtewoud.oan West Palm 906Ch. FI.. 33407 s �;0......L.•ralz .`` E9-aDD6T11r 4 15085 A/AYYA NAL VNLt�S% i A 1allFLORIDA*U.#T.Misi P.E..S bM URE/DATE. e MR WIDOW. VARIES 2 .02 QUALIFIE I 10R USE W/ CC (D.HV UNIVERSAL HDATER COVERED UNDER US 179 QUALIFIED FOR USE W/ W BLADECl) (�)JJV DIRECTMOUNI HV BLADE.1 1 6005-TS ALLOY AND TEMPER QUALIFIED FOR lj�_E W/ HV TEMPER ISEr LIMITATIONS OF USE OF BLADE ON -'HEFT 19 BLADE(1) 6063-16 ALLOY AND TEMPER 6063-10 ALLOY AND TEMPER _pago' ?"'vT 000. 7. HY A01 ADAPTER WAR 'Log, ........ 12 QUALIFIED FOR UE'W/ KV HV WALK-OVERTRACK "20 GK 60(3-16 ALLOBLADY ANE Q) TEMPER QUALIFIED FOR USE W/ 14V HV -TRENQH TRACK 1. D r1wr QUALIFIED FOR USE W/ HV QUALJFlrD FOR USE W/HV 6063-T6 ALLOY A% TEMPER . BLADED(D ONLY. @ "V RAINfimll 13LA 4063-T6 ALLOY AND TFJAPER QUAUREO, FOR UDIE W/HV ALLCDE<P • ra63__TG A D TEMPER VMES 1 6063. 0 TEMPER VARIES 1.1030' 'I aw 083, in p Law .063` 083' =lr v ­-­­ W.CMUNGRE E cl� my. HgADERZAILL @ 0 HEMER91ILL UIFIED FOR USE W1 KV BLADE 6063-TO ALLOY AND QUALIFIED FOR USE W1 KV BLADE(D Hp WAHEADER/ Q 1 ONLY QUALIFIED FOR UgE W/ HV QL ONLY, SEE SECTIONS FOR VAUDIP SEE SECTIONS FOR VAUDIly, QUAIXIED FOR USE W/ W 6053-16 ALLOY AND'TEMPER6063-16 ALLOY AND TEMPER BLADE 1@ ONLY. 6063-T6 ALLOY AND TEMPER (XIMPONENT a TI 72. X. Y_.. t. IM4 4%Yl-t A I J- t 2' .123- SIDE ANG -.._.__.......d..._._. jV ZS' 7'WAX. 0.1 OAVO. (V RHER POSTS W/HV QUAUFIED FOR USE W1 HV ALLIMENUM ANGLE I ALIFIED FOR IUSE GUALAIED FOR USE HV SLADIE01 (39�2 2. 131-1 6063-TIS ALLOY AND'TEMPER 6063-76 AL TEMPER OLly, SP Ma.P.13r], 61)03-� AND TEMPER is KORDA BUILDING CODE(flon Nigh Velocity Hurelcone Zone. p; 0 20$5 EASTERN WAL SUMP,:INC, SE19THA HVTm lk S /—W E—cp N..\ AwSwSnAw Accordion shutter system RX RXE#1 W/CR W10 KV.WWW OLAUE Pamnuon Shutter SyWefflsUES—TION WE ORM , NJ_ Tam TEWMO& ENGINEERING COMPANY -FA : - - M39claflorl, Ing. I OLD 11-192 cm. Z713/15 1358 atL ZW.St.W..30.m2ou mmom no=33w ........................ DRAWNG weat'palm goa6h, FL 35407 3 4 15-085 FSs! NAL Bao` WALTER X TUR Jr.P.E -SHEET FLORIM Ll.�0 44167 P.E.*g 2 QE 20 `70 CASY .�_....__,^:_.............._.__..._... M2F'i9FT1 NOUDw6 fdWlE0. _ Vi x4 6uw0 rNNRu wNvrn CA+7 :Taaq/^�' .662^ ,;i 'o .. _ • .376 _ ..wmg caAom ..___.. KU HVCENT RMA --`'' 6 HV IQGK HV EGRESS LACK . Q 'IED FOR USE W/IiV S 1 &to ONLY 2� ,{rte OUAunEA FOR U^' / HV QUALIFIED R USE W/I-TV 6063-16. TEMPER OUxiED VOW W/ HV BLADE I�& to ONLY y� ° • - A ONLY. BLADE. & �Ig ONLY. 6065•-T6 ALLOY AND TEMPER (LJ1 7C_LJ Tao^0.0. ALiPIEO FOR USE VI/ HV BLADE �@YLY ?.074- 6063-TB ALLOY AND TEMPER PIASTIO IIFAU � - . . MOLDED TO ..045' .3 semw y -.360'AFTER RNERNO '��" •-ZL)6Xa �4" BEFORE RKTINO '• n n m __. �sS THUIv��GB� , k>� .........•....� , - *SEI4C5 9444 At11141h101(202443 A110Yj tA69C FlARr.6 TEEN _ � m __ �• q w _..'_ 90$EWSaa.AW P 0670•AS ANNt011CRKD BY AWS. ....._.8........._ C3IEWIY SF.71tORN..PNiSIW'LT1Y'NEW JERSCY 0709{AR EQUAL PS.v1 n r4tOrrr QGYA71M4 " LOCK CENJERMATIE 4 a, " au HYLA ITE[tNATiJJ l_0 � LOCKER FOR -r LACK CE,MERMATE QUALIFIED FOR USE W/HV DLAOEC ONLY HV FLUAL E "T" LOCK CENTERMATE � Q�Fl LAM OUAUFBLA FOR ONL - FIV QUAUTIED FOR USE WJ HV BLAGE�ONLY 6063-Ts ALLOY AND TEMPER OUALIFIEO FOR USE W/ I4V BLADE(jIONLY BLADE(D ONLY. 6063•-76 ALLOY AND TEMP W/HV BI.ApE(,�I ONLY. 6063-46 A11.OY AND TEMPER THDMOWN MNM or? 1 � - 4 .� ,21 .6W 2" •U6' 211' ....._ - ' � � A6Yb'OIL o a {.125^mat P CENTERMATE W/ NO1 E n ce O°° QUALIFIED FOR USE W/.HV BU40E 7 8c A QUAl l FOR USE W/HV BLADE ) & HD® CENTE s a ' 6063-TGALLOY MD.TI:MP.ER (-�� ....... ' 6063-T6 ALLOY AND TEMPER QUALIF606 FOR USE W/E NV GLADE 1 &L'Y VARIES 11 NR4. A ..._...._...._ -..+-.-..-..-..--••-•------------tt 1 6083^TB ALLOY NO TEMPER J-TH MBE RN tt/x-29 5.2Ort 3/e'e-76 i1Ja, CYLa14�pYEit (fa a no C�YUIWER ._..— .. :k19' • . ... 1.75 144 �USE.'W� �HV.BLADE Q. /�'� tp m» Hy 1. 4" 0-� {USI. 300_ '737 r EWO WjMARE:MOR=W=SERIES 2333 HOOK BOLT Lads. � 6063-76 ALiOY AND TEMPER �"'J 'M�'1M ! '� Qt7PUF D FOR USE W/. RtADE & l'^J LQ `rfwsrALvmoN wiLL REQUIRE A a/lt;" HOLE UM � �{ Bscrztrir D ILLED AT TRACKS.FOR PROPER EMBEDMENT QUALIREO . 7 'G QUALIFIED FAR USE W/ HV BLADE V FI.ORDA BUILAIN�CODE(Kon 'Nigh Y6IOGity .NurriCAne .Ione ',` �..•,........✓�Vii'' ° 2015 iA51FRN METAL SUPPLY., � �GENsf. ~ KRTKA Accordion Shutter System w a7 ri �lll+Arr: wu.&AM pct W/Ok w/o L;v.'wwaw ate_ ', American ShuNer Systems t3rr N L ' "P1 TILLIT TESTING dt ENGINEERINID COMPANY Inc. Y OLO tT-ig7 t 13 15 _ aJt3/79 A $ trr ASs7iCtCtioh oms w.w..s9te..sx,51n._994 vaa+mtu owueas,lwaw sal .4.268_Wastro0ds_Ikiut3 ? DWdYING_No--.---------- ------ �: = -`-Frans lass)air-Ts�o-tm .ta65)ert�lan — — 15 ���i��F...........�a�*���` °gym m '°67reotoom West Palcri BeaCti, FL 33407 sa _08 J VMLM A.IM D.o-.P.f. 'FIDW64'Uc.#44107 P.E. SEAL/SIGNATURE/DATE e SHU71-ER ASSEMBLY SCHEDULE FOR �:� • HV 1 HV 70 RlAOF.11 P . (� HV BLADE 1 41 4 WJA WI w SLAM 1e7•t 0625 .esss• ..__.__...__..._.._-_... _._........_.__._...........__�.�_ I ,r�ZS i- FN BInDe 1n "� HV LONG RECESSED NYLON BUSHING -0 OPENIN 1875' Y ....... �� M) .062 0.067' v CKl£ HV SHORT R£CE_ED NYLON BASHING . ._..._. _._.._.,__.... ._................_..._...__.._......._._.._.._......-.._.. R7. _-. 7 . $n. i Fur c•prNro @ NV NYLON HAT WASHER QOR Q1g .• �� � 4� HV WhiEEI CARRIAGE AiSi 302.-303 SERIES i '�" a� q n / 7. o X 0.870"x3/16"THICK NYLON Wl IEEL. i I '4� � I- w R%fe"M6J Hv Fnntrow 0.188"0 NSI :302 SERIES S.S. RNE(S -.•4..•-_........ s n�RMON OSxs•_ e3o 3.xsOO' ........ _........._._...._......._..-._.._ l 4(� IIV 1 3/4"ACCORDION PIN Wj #8 HEAD * EXTERIOCLEAR R I 1 OPEN _ ON 31NM M I "'X 17�• HV 2 3/4•ACCORDION PIN Wj P8 HEAD * ............I 1/+ ; -- POLYCARBONATE IMPACT RESISTANT HV WINDOW � I "&41 � IJ I HV WINDOW BLADE i�A AND �. ; .�...� ,epLYCAReaeJArE Hy VdINDow DI=rArL -)OR Tjo ((._..*l2 or 43 'i.._. /� kE0U1NOIF FORRCMEN7s) , (DOR �cPS2L`LCF!'fi 2U`A.SIL•IP.ft�L. ;:SJz57( iL_.'.SILNILQIE { iBAYER MAKROLON 3103.POLYCARBONATE { RESINS, LN-STABIUZED GRADE OR SABIC i 1•2l MIN'. Irk, INNOVATNE PLASTIC LEXAN 103 RESIN MLERLIREQUIREMENITS AT MMIOR BLADE KNUCKLE MRII _ �-�` (SEE NOTE •F" ON SHEET' 19). (1) HV PIN(a SHALL ALWAYS BE USED AT ALL EXTERIOR ��' OR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(l) OR i POLYCARBONATE ft f. ES FOR HV.' i@ BLADE. EXTERIOR er*v (69a7 Tema PROFLRIN'9 5fMWmNC ►aat aim gwas W PIN®0R AT (2) MV PIN @ MAY BE USED IN LIEU OF q)AND ONLY AT E oft EXTERIOR BOTTOM KNUCKLES or HV ACCORDION SYSTEM W/ HelAru'S eNYcrct>." raw 0102 W'3 R „• 0,043 roti BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHFET 7_ (SEF.NOTE FOR REOUIREMEKIM) - m+v,e 1,rsa Smvm AM oast 0.900 F..L a s00 P.L 1YP. 1 FL170Ria:SiR0Ma1 a-dw 1Sra D700 -/4,640 P.1, . AIM Ral (3) HV PIN 4@ OR W/ -1/2" O.D. 1/16" THICK S.S. WASHERO I FDaltlP novom Iml 6100 790,000 Pai ;+3,000 P." SHALL BE USED FOR DIRECT MOUNT INSTAU.AIION PER DETAIL X, Q i ANO SHEET x4QO aw Asa 025" +0 Fr-A/a 17 m Ib/a gaw.09Rfn AM AZW3 17.2% ata%VAX }F IEEI CARRIAGE QETAIL pJBl.x LAYOUT FMV W 4#664 A=0006 0-1 a=ss iT o-1 V" IMF .4M1lOtC1B 1010'F goo'r ... ASM 4169 :. 11 ATkH Il1•a ala 1102 px1 ®190 P.J. C1� HY BLADE QUD & HY Y+r NQQW DLADE DETAILS to '�°�a, Aga a,a tea,p" 0SW P01 N.T.S. 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SPFCIFICA'nONSONANCHORREQUIREMEN75:POUREDCONCRETEORCONCRETE BLOL'KSUBSIRATES (SFE Moutsdlos E c, IN shEEM 8&1) 1.ANCHORS TO SUBSTRATE SHALL BE A5 FOLLOWS: PDI76D CoNmM 6/OMCME aL0f7L FOAM CON(mm W TO EXISTING POURED CONCRETE- (M'm.V..-3 ka7 (g)WALL SILL MOUNTING (G�CEILING MOUNTING U FLOOR MOUNTING - 1/4.6 TAPCON OR TAPCON WEN ADVANCED T14REAUFORM TECHNOLOGY ANCHORS.AS NAA1F'ALTURFL BY I.T.W.BlO DDL(Na.I'c=3 kOQ umm Mv'HORS cRnf5N0 LF(=QJD 1/4'0 m 3/4"ALL POINTS SOLID-SEI'ANCHORS.AS DLSIROUTED BY ALL POINTS SCREW.BOLT&SPECW:IY COMPANY-(AW.I'c•*3 kat) (f.!) ;tEE44N f1 mm[RJ�4E BNdR ... 190/tXom ffw. E AGOG•lpr t.^_ERE t£CA3E WAKTCmw .._. -114-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTWTEO BY FlARm FASTENERS D6G_Cf,INC.(Mtn.Or-2 kW) ..__ .... TAP(AN DR 30 40 a0 75'UD 120 150 205 7A 4O 6J 7$ 90 12D 160 205 30 40 69 70 80 120 160 203 - 1/a"0 IAPRER+AS4GiOR4 AS MANUFACTURED BY POWERS FAS(H?JERS,INC.,AND 61StR18lRED Bf ALL POINTS SLTIEW,FH1L & CIALTY TAP44N WITH ADVANCED COMPANY OR ANY OTHFR APPROVED UCENSW OR AUUtDRIZCD VENDOR REGISTERED MIN 111E ANERI W SHUTTER SYSTEMS ASSOCIATION.INC- J412109 NC. I 1 e A aid ;166 t4 72 le a 6 8 p a 79 12 10 ll OiRENIFOFTM TECFINOLOCY q,I'o-3 k01) 1412 -1a a a a B 14 12-'10 -P� 8 0 ,6 _elll_ NS.POM SOLID-•Sf.T R ti 2 10 9 8 a 0 6 14 12 70 0 B 6 0 14 12 10„ 4_, e,,.,a B 0 -••-^--•• NpTI.� 1 _ _ ..._... .... _ ...._....._ .......f.._. .._ DLUf.TN"7Y CAP 14 72 10 0 8 0 0 7 1 121 10 n b 8 6 0 14 72 10 4 D e B 6 •_� At)MINIMUM EVISaUMENT INTO POURED CONCRETE OF TAP=OR TAPCON 7HTH ADVANCED IHRfJV1 IM TECHNOLOGY ANCHORS AND TAPPER+ t 12 10 tl a 7 9.6 M. 22 10 9 tl 0 D a Y4 12 Itl n d d •6 ,0 TAPPBR•H ANCHORS IS 1 3/4-,AND FOR BLUE TAP W/CAP ANCHORS I5'1 1/Z-. 4.�. 14 12 10 D a a a 6 14 12 10,ra_ 0 A d 5 74 12_10, 9..,a 8 6 5A 14 t? to 0 0 0 0 4 14 12 70 11- e` 8 B 44 14 12 10 9 0. 0 4 Stl A2)UMMUN EMBcDMENY OF 1/4.0 z 3/4'ALL POBNIS SOW-SET ANCHORS sNALL 01=7/a"INTO'ME PWI1tU CONCRETE.n0-04W'.DAIENT ...._... _.._.._ _ ............w......._......._._..._._.. -"" ti" 14 11. 70 •B- -8 8-8:T"s" .--- ..._.. INTO STUCCO SHAD.BE POO,OTTFA. 1/4",+-2D S.S.MAMINE SV"USED SHATL BE 1 1 L LORD 14MMUM S E F. AMD1{ 12 Sp q 4 8 6 4A 14 t1 10 8 A 6 0 _....__. ._..: 7 M 14 12 10 8 7A Lp 3A - 76 72 Ip 0 0 B 0 0 74 1'2 '3-0 -9 O 7 9.5 { mm No VOA WIMTIM FOR WALL"WITH NO SNOCO. Os-O. IM1 I2 10 0 8 8 6 G 14 12 108 B A O 65 19 12 1D 9 0 0 Q LA 19AOE 19 ..t4 ......._.._ t4 12 10 9 B 7;s_�•�� 14 12'1'0" 8 D &5 ti i3 31 12 1 6 Da 6.J.D J A3)W CASX•RAY PRECAST S7'W4E.PRECAST CONCRETE PANESS,RAYEflS OR ANY VENEER BE F(1UN0 ON THE EXISTING YN.L O FLOOR, _._ ..._.........'a _..__._. _ .p -9 _ • . ANCHORS SNALL BE LONG ENOUGH TO REACH THC MAIN SIRIM.NAE SWIND SAID WALL ntOSHG^*ANCTIURME 51W.1.DE IS WDICAtED ON _ 14 12 t0 0 B 'lb 1.6 - 14 12 10 9 A 11 A {.5 Y4 12 1p 8 D d 6.} '15 - i4 12 9.d 7.0 115 45 - 14 18 70 9 a 7.3 9:9 4 14 1l i0 9 a a 4,5 J3 NOT E$A7)9 A2)AROVE.FOR INSTALLATIONS ON VIFUL.SNLYC OR FSFQ Wf1Et OR WRHOUf ER.KN."R105 CONSUI7 TED.^+FNONLLTt.RIR ........,,.__....-1-- 41- ... ._...-._.......__._._.._..._., IKCTALIA INTO E;IES WITH METAL STUDS SEE WEPT 20. fi,-0° 1 12 10 D 8 8 6 - 14.12 10 tl 8 D B - 14 12 70 9 8 6.6 '3 35 74 12 10 0 TO 53 3 •- 14 11 Iti'9.5 7 9A 4 3 14 17. B 8.5 5A 4 3 - OT) TO F.X6ITltG CLiNCRFTE BLOCK;(ASIH C-90) ..-........_._.._ .___.. ..__.....__-..- .-'- _.-. ..._.-.._.. 14 12 10 A b e •• - 14 12 70 9 A 113 5 SRl 14 12 10 a5 .D B 4 -+ 14 12 B 4S 39 J - 14 12 10 9 e 65 43 J.9 14 11 19 ,� / 5 16 _-, -1/4-0 TAPCON OR TAPCON WGTT ADVNICEU THRFAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY 1.1.N.BLALDE74 - __.T_..._._....__.__....-.._.. _.__. _.1/4.0 a•3/4'ALL POINTS SOUO-SEf ANCHORS,AS DISTRIBUTED BY Ja POINTS SCREW,BOLT a SPECNI.YY COMPANY. 14 12 to 9 8 -8 - •- '14 12 10 9 A 7 5 4 q 12 10 0 7A 5,6 4 3 ___. - 7•�•. 14 Y2 10 8 0.5 A - _ 1M1 12 9 7k 6 �'6 3.9 -'-14 t0A 7 5:5 4.6 3.5 - "Z7 � 7/4'6 CLUE TAP CONCRETE ANCHORS W/CAA A$WWUFACiIRRFD BY FWWIM F'ASIFNERO TXRLL•T,1 - ._..._.._. �_.._.... ... _.......... ._..,......... ._._. •- 1/4"0 TA1>PEIi+N1f:FTORS A3 MAXUA'AGTURED BY POWERS FW'TL2TT.RS,INC,,AND DISTRIBUTED DY ALL PDDSTS SCREW,BOLT&SPECIALTY 14 f2 90 BS 7. 4 - - 14 12 Ip 17 7.0 6D 4 - 14 12 0 7x 7.6 Aa� - - COMPANY OR ANY=. R APPRINED U0134SED OR AUIHORBED VENDOR RF.S1STEitEO WITH THE AMERICAN SHMTRR SW MS ASSOCIATION,W0. 14 TI 7 93 4.5 - - - H 12 10 a 75 35 4 - 74 12 S. 7 8 45 3 14 12 70 9 8 l3 - - 14 72 10 fE _LA_ h 74 12 19 d 8'.: Li J_b_, Y.. $.... la 72 O.p T Y.9'']''- 14 12 B BA 5A 4 3 - 2A B.a 6 6 4 3 � __.___._._..�. _ ..._.._..._.._ _. __-.___...__.._.._-.._ -._v _ D.1)MWDAUM VADEOMFNT INTO CONIC*=BLOCK OF 1MMCON,BLUE'IAP W/CAP ANLYtORS AND ThPPFR•F ANCHORS IS 1 7/4'AND TAPWN td 12 95 7.6 B -= 11, 1Z vA s a5 B - 14 u 9 A 1x5 4 - WRIN ADVANCED THREADPOMA TCU NOLOGY ANCHORS LS 1". iJ 99 BA 9 :I - _ - 11 72 10 0 63 5 - - 14 12 0 6.5 0 4 14 !2 10 9 e - - - 14 72 'iO 9 3. 4 •- 14 12 eS 7 E-6 4 - 0.2)MIN6NUM.EMBLT)NENT OF 1/4'0 s 31e ALL POINTS SOLID-SEI ANCHORS SHALL BE EN(IRFWY EUBEDDW INTO THE CONCRETE DLOON.NO 11.9'S.S"i 14 Yt 7 6b ti 3.6 - - tt ti BA A5 35 - - - ENDEUMENT INTO MUCCO.SHALL DE PERAIMM.1/4-6-20 S5.MACH04E SCREW USED SHALL BE H 1/2"LONG►9raMUM SHOULD S(l1CW ............_....__ - _ ._ -.... .. _ - A 0 4,5 - ... 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