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HomeMy WebLinkAboutBuilding Permit Application i ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: IQ'��11j1 Permit Number: V �� F0 rI'. Building Permit Application JUN 2916 Planning and Development Services iNG Building and Code Regulation Division LuciO iT unty, 2300 Virginia Avenue,Fort Pierce FL 34982 St. Lucie County, FL Phone: (772)462-1553 Fax: (772)462-1578 Commercial X Residential PERMIT APPLICATION FOR: Shutter ',POPO1 IIUIPRbCillU,T LOQ ILI tom, Address: 10680 S OCEAN DR 1001 Legal Description: ISLAND CREST CONDOMINIUM UNIT 1001 AND UNDIV SHARE IN COMMON ELEMENTS Property Tax ID#: 4511-516-0098-000-8 Lot No. Site Plan Name: Robert A Bettua Block No. Project Name: Setbacks Front Back: Right Side: Left Side: Install 7 Accordion Shutters § e Y CONSTFUCTION INFORMATION ° Additional work to ba ertormed unclertnispermit-c ec all appy: []HVAC Gas Tank ❑Gas Piping Shutters Q Windows/Doors ❑Electric ❑Plumbing []Sprinklers Generator Roof Total Sq. Ft of Construction: SFt.of First Floor: Cost of Construction:$ 8671.00 Utilities: _Sewer Septic Building Height: o=wNE /LE6:15W fwkk d co,TITRAOT`QR M _ s Name Robert A Bettua Name: Michael Heisenberg Address:10680 S OCEAN DR 1001 Company: Expert Shutters city: Jensen Beach State:FL Address: 668 SW Whitmore Dr Zip Code: 34957 Fax: City: Port St Lucie State:FL Phone No.860-681-1538 Zip Code: 34984 Fax: 772-871-0990 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. i DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: X Not Applicable Name: Tilteco,Inc. Name: Add ress: 6355 NW 36th St#305 Address: City: Virginia Gardens State: FL City: State: Zip: 33166 Phone: 305.871-1530 Zip: Phone: FEE SIMPLE TITLE HOLDER: X Not Applicable BONDING COMPANY: _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 clain financing, consult with lender or an attorney before commencing work or r rdi r Notic of Commencement. r/ S _Signature of Owner/Lessee/A ent Signature of Contr for/Li nse Holder STATE OF FLORIDASTATE OF FLORIDA �� COUNTY OF �L�(r COUNTY OF The rgoing instrument was acknowledged before me The oring instrument was acknowledged before me thiagNay of S�C-Q , 20 Lby thi ly of J —K 20 L by Michael Heissen4rg Michel Heissenberg (Name of person acknowledging) (Name of person acknowledging) l� (Signature of Notary Public-State of F (Signature of Notary Public-State of Florida) 00 Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Produced Type of Identificatiio'n Produced Commission No� 1r1�' Seal Commission Not ��bd�o�o tltt2Yq�(STHER VIZcO o',,',,p ,S' hEATHER VIZZ0 � yo, NOTARY PUBLIC t' o NOTARY PUBLIC .,STATE OF FLORIDA ?[ �' o c .{4F Comm#FF176266 Revised 07/15/2014 �' J Comm#FF176266 'k'+'dCF1r1 Expires 11/13/2018 s'ft VF Expires 11/13/2018 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS 4.578' .4 4 •6 2,2937 f/4•-2Da1/" 1/4-20 G8 .745" 4. PUT HEAD READEq HIXISWC EN+uEl. /4'-20 6.Su.S B+�(ED PNNiE6 E tA41 4 .µ (2 i1P) 'm eW.PAINRD 0 .062' n $ c3 n m g10B. 14 N B " 32 316 BMW cam= wnms 0 • " • a a-IR ) (47 MW PIRTPD) 104 HV (;ENTERMATE Q FOR USE W/ HV B & ONLY s. 4 HV LOCK HV EGRESSJ,OCK 60 - .PER OU EO FOR USE W/HV BLADE(!MATE i & A ONLY _ Q /HV QUALIFIED�OR USE W/ HV 6063-T6 ALLOY AND TEMPER l/`�y�� BLADE 1 & ®ONLY. BLADE C1J at @ ONLY. 9IIAUFIED FOR USE W/ HV BLADE 1 ONLY 250"O0 1 4' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 16" 1.7 ' 922' 2• MOLD E(i TO RSCREW F 2. 1.7S3" xi .60'AF'IFR RNETING 06 i/4"@-206x 3/4' BEFORE RNETNUG S.S. THUM CR1/4 t-20 RIVHUT* _.(. 10 *SE76E5 9444 ALUMINUM(2024-13 NJ.Oi)LARGE FLAME THIN -Q ( z760- I SHEEr NUtSERI.PART F CM,AS MAYUFACn5Lf.6 BY MEL PLAN FRONT aEYAMW /nHV MA sr • LOCK CENIg .5 CHEW 1E%YIXdL PAIMPPLT✓I',NEW JERSEY 07054 OR EQUAL RMATE 20 LOCKER �'OR "T" LOCK CE E LiATE `G9 QUALIFIED FOR USE W/HV BLADE 1 ONLY HV FEMAL£ "T" LOCK CENTERMATE NV "T" LOCA H ALTERNATIVE�Q�js 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE Q.AUFIED FO USE W HV QUALIFIED FOR USE W/ HV BLADE ONLY QUALIFIED FOR USE W/HV BLADE(1�ONLY W/HV BLADE Q ONLY. 8I1+DE i ONLY. 6063-TS ALLOY AND TEMPER 6063-•T6 ALLOY AND TEMPERR'' 1,917 1063 _j � m •°� D THUNETIURN CYLINDER OR .214' • 3 .062' MY CYLINDER .214' G h m o r a .m C3 c 0.676'MEn, n 1 .125'Max. �../ 4 004 O m QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 &VA 'S INSgRT 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERHD CENTERMAU *-- m- vARIE%12'MIN. QUALIFIED FOR USE W/ HV BLADE 1 & 1�jP6063-T6 At.LOY ND TEMPERSRND4 �' diS DER LOCKING ROOD * 1. Max. 1/4♦ ®HD LOCK QUALIFIED FOR HV BLADE0 " 5� 1 / o 6063-T6 AHOY AND TEMPER ©Hy-fie O-1 S ACETAL FAV IJ 4' �"2Q. I i 304 BY RECENT HARDWARE MORTISE LOOKS SERIES 2133 HOOK DOLT LOCK. L� 55 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS SEIiIES EDSORT U Wim/ HVRe1M 1Q QUALIFIED FOR USE W/HV BLADE 1G& 0 DRILLED AT TRACKS FOR PROPER EMBEDMENT Q F I EQ FLORIDA BUILDING CODE Mon High Veloch Hurricane Ione `,� `�•....... ✓A��/i 0 2015 EASTERN METAL SUPPLY,INC. `N , r BERTHA HVTM _� AL.S►.S.A. i L E C 4 Accordion Shutter System ~ H.V.BLADE#i W/OR W/O RV,WNW BLADE J American Shunter Swnloma • •; ,�f! 7••' DESCRIPTION DATE DRAWN BY: M.L. "Y •w T1LUT TESTING do ENGINEERING COMPANY $ 'e..~' AaaoCistron. Inc. , oto 11-192 4/13/15 DAZE 4/13/15 %'a•'• sass N.w.sem.s1..sw.aos.lalDa/c4 cN+DENs,nDlay.331e fj+-f�aP " Com` 4268 Westroods Drive z �''f F'•••.,.....•. ` Phq":(30571-1570.Fax:(305)671-1031 DRAWING NO e-m 00uad.wm West Palm Beach, FL 33407 E 1 5-'085 'f7 YYSsiHlli �44 t4`` WALTER A0TLL5R1Jr. P.C. P.E. SEALfStGNATUREJDATE n.OR¢N Ua.11 44167 a SHEET 2 SHUTTER ASSEMBLY SCHEDULE FOR 12'MIN. CE HV HV szs 41 4 3 TO BLADE TOP ,1873• 10 HV BLADE 1 -M .825' HV BLADE to FN WINDOW BADE .0825 SECIpN x-x ® HV LONG RECESSED NYLON BUSHING s n KBNUCK1E •P OPElIM 1875• Y as2s 3 F a ( ) 0.08 5' ® HV SHORT RECESSED NYLON BUSHING T R1.7 PORTION / 14�t HV NYLON HAT WASHER OOR ® ryi B f� 350' ® W WHEEL CARRIAGE AISI 302-303 SERIES I 4 4 n 44 P2. >< 0.870"x3/18"THICK NYLON WHEEL 3 `+ z 7/8"Ljil MW FN WINDOW 315'0 SFPfR1T10N PJ. 3.7500• 0.188'0 AISI 302 SERIES S.S. RIVETS BEn9EFN .06025' ,0825' BLADE HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR OPENINGS N C ® 500* IIV 2 3/4" ACCORDION PIN W/ J8 H"WNDOW 41 4 4 aFAR 47POLYCARBONATE IMPACT RESISTANT HV i EVEN TYPICAL HV WINDOW BLADE !�A AND h s PO DONATE BY WINDOW DETAL (DOR ® 4 or ® N.T.S. 3 REOUIHREMEris) � (DOR ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 1T N.c ice RESINS, UV—STABILIZED GRADE OR SABIC * I To BLnnE INNOVATIVE LA ON SHEET 19). 0RESIN Uy PIN REQUIREMERS AT EXIERIOR RM KNUCKLE FOR _�r� OOR ® i (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR J N Ef o BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1Q OR POLYCARBONATE SOURCES FOR HV® BLADE. EXTERIOR APNrc1aE FEW lrarlL PROPERM STANDARD Pm r rope HV PIN o2 OR®AT I (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 9o,324• BLADE'S KN#GHEE. SFCCFIC QR ,AM 13 9702 0.0tnM' DAM ib/k? BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. (SEE HOTS FOR .0 "I•- Q REQUIREMENTS) TatmE r01n STRE14" ASM DaW 9AW ml 9,300 P.L TTP. FE%UPA STRO M N YIELD AMM 0790 IZ700 P.I. 1.400 Py. (3) HV PIN ® OR ®W/ 1/2" O.D. 1/16" THICK S.3. WASHER O FUMML MODULUS #MM wM 3mo00 P.J. 30.000 P+L SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e� 9 1leecs IgiCfm D.OD AM VM 18 rh@M 17 Fr-IIA SHEET L CARRI® PATESMOFBUM AflN D7d1.1 C-1 C DAS a ASSEM LY LAYOUT s RATE OF BWOTlO ASIY 08.4 C-i OlA9 C-1 ClA4 SE1F KlI0II0N ASIYD1929 1040 F 930•F AMM DI65 1E1151LE SrIM M AF11R AMM S18 9702 Pal. 9810 P+L In HV BLADE SOLID & I(A HV WINDOW BLADE DETAILS '°m`E �1 "EI�'°° ASM 310 3,e1 W. DBW P•aL N.T.S. FLORIDA BUILDING CODE Mon High Velocity hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. I�O qac. A■�■S■A■ Accordion Shutter System Hv.BLADE#1 w/OR w/o Hv N9NDOW BLADE American Shutter Systema WY.th TIWT TESTING do ENGINEERING COMPANY DESCR PiWN GATE 2a1 Br_ MJ. L 7f Association, Inc. 1 OLD 11-192 4/t3 I5 DATE 4/13/15 ATE OF Sus KN.36th SL,M.305,VIRGINIA CARDENS,1LOWA 3318 O' Pho :(305)871_1530.Fax:(305)871_1531 4268 Westroads Drive 2 DRAWING No `� __j:UNPCDOPPI com West Palm Beach, FL 33407 3 9 4 5-085 ��'''•.s/ANALE NG` .��`� WALTER A LLrr1Jr.P.E. 5 SHEET P.E. pNF.�8101d�1�URE/DATE FLORIDA LIP./u,s7 6 4 OF 20 0. m , $� A B e O 8 M N 3 T U ,{� • _ES_ N AND CEMERMATES, (WA �^t79°�+� t. •! W LACK 2{ or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'A80VE OR W 2 F SHITTIER SPAN FOR SPANS UP TO 105:AND FOR IW NSOT,,ANY ELEVAIiDN. HV LOCK or BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR Q,(� CENTERMATt•S W/(2) 1f4'0-20 x /2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDiCAT£D ON QaQw TYPICAL SHItTTE ELEVATION. Da UOCKS OR WYE6E SFRDEDASEDAN NS�ItlOPREDOUiRSiDE LOCCE K.CONFORNECED'RUORN OF I�AC�KS TOUCpE ERAIAkES 0 R®SHALL BE AS INDICA ON NOTE(1)ABOVE L ON OF LOCKS Stall AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3 IM ILOClONG ROD5 ARE NOT REQUIRED AT URRICANE POSITION,BUT MAY 4 �°RiV� XJi °1 E USED IF D SIRED TO ENHANCE SHUTTER PERFO MANCE'. LOGKMO RODS OR AN ALTERNATNE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), ANDAW ANY NS ATAft ELEYATiQN,wL0� ®rL St1ALL BE USED ASUSED ATRAN OUOR tNSCENTERNIATESFIDE OR LOCKSPAN 1 ATTACHES)TO(3 CORNER CENTERMATE W/(2) 1/4D-20 x 1 2 LONG FLAT HEAD S.S. M.S.TWO LACKING RODS Bococ-xGc._ AT TOP dt 80TT"OM SHALL BE USED.LOCM ON OF U) BE AS INDICATED ON TYPICAL SHUTTER ELEVARON. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. cC-01 big It S.T !> g 9 ONE ALTkTtNATE HV LOCK MAY BE M LIEU OF HV LACK or FUR ANY SPAN AND INS1' TtON5 AT ANY ELEVATION.ALTERNATE LACK MAY BE USED AS AN OOE QR OUTSIDE LOG(.ATTACHMENT OF 1/4'0-20x3/4"S.S.THUMBSCREW T'0 C OR pCENIERMATES SHALL BE MME W/1/40-20x3/4'ALUM. ( 1 b lY } RtVNUr AS SHOWN ON SECTION WE,SHEET 8. ONE LACK Sl1ALL¢E USED AT 1/2 OF SHUTTER SPAN OR TWO / �Ng 'LOCKS AT 1/3 OF SHUTTER SPAN. 6.MANDINI'lRY CONDITION.tib FOR KFYS'OONE Mr, UM>siatA IARONk ONE W LOCK I&or @ or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 88' TO W.AND FOR INSTALLATIONS AT ANY ELEVATION.W LOCK 0 or or®MAY BE USED AS AN INSIDE OR SEE ENO OUTSIDE LOCK,ATTACHED TO 0 or @ SYMMETRICAL CENTERMATES W/�(2) 1/4-20 x 1/2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHAD.BE AS INDICATED ON TYPICAL SHUTTER ELEMKIRON.USE OF LOCKING RODS(p W/0 '0N ILS O N OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E H f J K L Y P a E Y W x SHEETS 10& . Hac� �� n *NOTA$ ON 8V "T' LOCKS AND CENTERIr AM! OF CORNER I.CENIERMATE ����L ONE ALTERNATE W'T'LOCK MAY BE 1 IN LIEU OF HV LAGKS OR FOR ANY SPAN AND ©g1�°tlt©*Q7 ®ATO.�a1 IT'rAilATfO AT ANY ELEVATION.AL TE LACK Y BE USED AS AN LNStOE OR 0 IDE LOCK. ATTACHMENT OF LOCK�INCLUDES USING REINFORCING LOC AS SHOWN ON SECBON ENG.SHEET 9.WHICH MUST BE ,3�©+®aB CONNEOTED TO CENiERMATES%ANO W/ 1/4*0-:20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' el+�':•1+ y n+/1 i�} WMAXIMUMINGNUTOR W "BFl2OY�MIMIDSPAN.USE OF'!YO•LAS. orl(MAY BE INSTALLED D KING RR 4S S�TOP AND BOSOM IS MANDATORY.AT MI AN OR 12" + of 19 LO�_ QE 1.NaL W/MM 1 LL1F1 g o1Ui32.1r1(E3-ONE ALTERNATE NO I=30 MA E USED IN UEU OF C E LEA 10 W LOCKS 2 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVARON.ALTERNATE M LACK MAY BE USED N.T. AS AN INSIDE OR OUTS(D,�.LOOK.ATTACHMENT OF HD LOOK 0 TO 0 IS W/3 A x 3/8'F.H.SS.MS•,AND INCLUDES REINFORCEMENT INSERT;' AS SHOWN ON SECTIONS HOB-HYB AND HDO-HVC,SHEET(O.LOOK MAY BE INSTALLED AT 2' MIDSAM OR, MAXIMUM BELOW OR ASM MIDSPAN.USE OF LOCKING RODS @ IS COMPLETELY OPTONAL. On Ifigh Velocity Hurricane one ®2015 EASTERN METAL SUPPLY.INC. -��- B VTM 11 L E C O N N�. �,. ,s a„ Accordion Shutter System SKV.tlLADE#1 W/OR W/0 KV.WWWWWWRADE TIWbutter Systems T TESTING & ENGINEERING COMPANY OMMIPTION DATE OMWN er: M.L. STATE QF—_-"�a;y 6=F.W.wth.St..Sty.Soy.YMM+.'vwms.ROMA 331 Association, Inc. t OLD 11-192 4 13/15 OATS: 4/13 13 Phono:(303)671-1530,Fa:(303)a71-1331 4268 Westroads Drive 2 ''' t� `UH'u� \�i� "-"°y1 ° •CO" West Palm Beach, FL 33407 a DRAWING No '11;, 'ES'� .......•`�`\ti`s 05-0006718 _ �i,,rr ONAL :',1 WALTER Uc.r7 44167 B $H o�� P.E. SEACf° tlfiU`RE/DATE B 5OF 20 dNCRErE ANCHORS POURED CONCRETE POURED POURED '(SLE_SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE S»HEa 13) REWIRED 1/4"0-2On314"SS. REQUIRED REQUIRED CONCRETE ANCHORS MACHINES EWS CONCRETE ANCHORS17 i$ Tta oNE(SEE MDUNnxD at SHELT'n & SCHEDULE ON NU /" 0 TS O12D.C.C (SEE SCHEDULE ON SHEET 13) -- /—@0R(14 Mfn. i/4'0-20x3j4'S.S. M{n. "E. EO G r20 NUTS _ i9E D.+ .z6a•Mox. - -- —©OR D .250"flex. O,w -- ` .�" Lt OPTIONALK _FXISONG --- EESCHEED�ULE ONTSHEET 11)MIN.SEPARATION TO GLASS'"(SEE SCHEDULE ON SHEET 1 EXCLA s i �}A Hv WALL HEADER iNSTAtIAfI ©HV WALL HEADER INSTALLATION BY WALL HEADER INSTALLATION + KEYSTONE EXISTING i MMT,SEIMMMON TO GLASS Gtnss ' m a (sTr t s ZJaR QO i MINSao" .SEPARATION TO G ASS ' r 1 EwsnNC_ �j--J( SCHEDULE ON SHEET 11) 1 , g N �"<sEE SCHEDULE ON SHEET 11) G ON;Am 19 EXISTING OPTIONAL. ' -- i , 1/4. t s " ( t OPTIONAL y' i 1/a'Mox. E: Mox. � i� �@ i/ �__- 3 --- EQ --- i` -- i 2 OR 4 -- 1/40-20x3/4 S.S. Min. PtOttlPS TRUSS ffE1+A i!4'9-20x3 4'S.S.PHILLIPS 01 1 1$ MACHINE SCREWS USING CONCRETE ANCHORS USS H MACHINE SCREWS y' 1/4"-20 NUTS O 12'O.C. (SEE SCHEDULE ON W/1/4"-20 NUTS O 12'O.C. POURED CONCRETE (SEE SCHED 13) Min. POURED CONCRETE SHEET 13} OR CNCRETE BL K _ OR CONCRETE BLOCK WALL REQUIRED D SIV WALL SILL INST�jON (S���E REQUIRED w� O j jWALL SILL INSTAL, TION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED /r1 HV WALL, SILL_INSTALLAngN I- E S COMSHEET 4 FOR PI N.SIONR HUTT �.t INSTALLATION DETAILS Wl 1- SEE SHEET 4 FOR TTPiCAI.SHUTTER i E.D.-EDGE DISTANCE_^ r ASSEMBLY ) ♦SEE ZAON OF USE FOR �.iJ.,HV BLADE IN ANY WAY T SUIT AS IN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13 Ps ANY WAY 70 SUR ANY MSTAL1A71WJ. a1LeTT FLORIDA BURDING CODE on High Velocity Hurricane Zone ®2°15 EASTERN METAL SUPPLY. INC. \,\C EN �� �M BE���YTM'^ 11 L E C O twC. A. I`mSmA. Accordion Shutter System = KV RADE#i W/CR W/b KV.WNDOW 9AX Amertcan Shutter Systems; DOXAPn0N DATE D BYBr: M.L a' SAT OF T1 W TESTING & ENGINEERING COMPANY ��`� �p,x.�y,�$�=, tea.no�S37 A'1lIIOctattOns Inc. 1 0!D 11-192 4 13/15 DAtE: 4 13 15 Phono:(30S)B71-1530.Fox:(305)871-1531 426$ Westroads Drive z DRAWING No 1 �� _dh DNocoOaoLcam West Palm Beach, h1 33407 a '"';v`� NRI .•` ES-0008719 4 15-085 /h/NTy 1y,TEN i\` WALTER A TiLN Jr.P.E. P.E. SEAI79f8NATURE/DATE FLORIDA uo A°x187 s SH$ET OF 20 I POURED CONCRETE ANCHORS 1 UK SUARMIGN 1 OR ®� i _O Mill. � I' 1 CONCRETE (SEE SCHEDULE ON SHEET 13) ,� �( EXISTING 1 I 1 ,(sa saaauc on �3 REQUIRED FIXE OF 77 Tat HIDE mNb GLASS--i ,�.w]VPoO7a11 ; SHEET 11) g i 9AC�0&@) SUB IF f T MAW 9 APPLICABLE EX= ONSEITIG \ ALTERNATE i i i i i i i' EXISTING / ANCHOR GLlS xJ i LOCATION 810x3/4•HEX WASHER HEAD i 'I 11 13 OR 1$ i f 3/ UXR TEX SCREWS 0 12.D.C.- i 8 E IF 1 $ 1 3/e CONCRETE ANCHORS , , APPLICABLE 1 a ©+ 7 (SEE SCHEDULE ON SHEET 13) Hill EDGE OF FO(IS'LINO 7 Ilk I ; SLAB IFEDGE Of �I APPLICABLE SLAB.IF /t //2 1 EDGE OF M71 S61+AolON APPLICABLE '•Q• Q. CABLE POURED FLAT HEAD CONCRETE ANCHORS CONCRETE D• CONCRL7E (SEE SCHEDULE ON SHEET 14) -4 t'w-O T ♦ POURED REQUIRED FLAT HEAD CONCRETE ANCHORS REQU��a . 1a�OaOR ® CONCRETE � aAOEsrnaQG REWIRED D. D• (SEE SCHEDULE ON SHEET 14) � 11 .TRENCH INSTAUIITLON D ONLY FOR UP TO+70, -75 PSP A.S.D. ® HV FLOOR INSTALLATION t THY WALK—OVER INSTALLATION DESIGNLPERESSU��TI RATING do FOR SPANS PER ® HV CEIUNG INSTALLATION EXISIINO W,8F➢NU80N CONCRETE ANCHORS EVP.SUVROM O (SEE SCHE77UUfE ON MEET 11) I I Imo— Ta�''� 1 ADVANCED SCHMAX - SHEET 10) .1/4'10 TAPCa1.W O L ami Ar— am it) = I 1 1 EXISTING TEMINOLOGY OR 1/Pe FGWM I 1/4• EXISTING�,, EXIT -1 CLASS- FASIFII Ji TAPM+0Rn1IDR 0 6/ N71 9iPAPAaa/m GI/57 MAX. GLASS 1 •"�4 wmw[ON Mw 1 U 1 MIL SPIIMTMI m / 'I(SrE saEDtai d 11) 1 O.C.CL OR SP NS LA SPR/AND i D 1 I RDER THAN f/4• 1 45TH M UP OW FA F�I FFOYD I.' MAX. (n P.)(SEE KM 1♦ON SNFI.7 11 1/2• i p* '' g1 oxs/4•HE( E s faR Lp�iTAT1aa 3 e MAX. —®3 15 1 WASHER HEAD corn.SEALANT NPL TEK SCREWS 1 1 O 12.O.C. A8 i' 1 7 .: ., , f /1423/4• HD(HEAD �� � ' 9• � 1 8• ' : .' :•� .e�:"�: 7pr-2ox3/s'ss L15 ' 99 --- �i. U9Nc t/4•►-2o NUIS TEK SCREWS 6 8'O.C. 114x3/4•S.DS. _ ___ 1/4' •:x".,'d•..: . OR 1/4'0-20 S.S.M.S. i CONCRETE ANCHORS �, 1 - - 5 +O 3/ 8 9'O.C. -- - Max. ; �•.:� o tY oc, W/NUT®9'O.C. i (SEE SCHEDULE ON I SHEET 14) • '3 f000aNC NON SRtUCTUPAL ..:2.OD•MIN. WTD.TRIM(DECOHATNE ----- 17 oR 18 1/2• 1' 17 18 1.-• E.D. d< aaU �{ E— 0144/4'14x3 4•F.H.S.D.S. -,;•c,A11N:•L' . LIRW CONCRETE APPLI B 9.O.C. REOIAMM CONCRETE ANCHORS SEE NOTE 13(b) SEE NOTE 13(b) 0 POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 •"'•r•"'. ,"':�•.'�. p, OR CONCRETE BLOCK SHEET 14) OR CON CONCRETE ON SHEET 1 OR CONCRETE BLOCK REQUIRED REQUIRED 0 KEY�ONE If10UNTiNO INSTALsT10N OPnONAL POURED K P BY WALL FLOOR INSTALLATION MN SuEsICN PaEsua:.e4,-7z oe Q © }JV WALL WALK—OVER INSTALLATLOlI MOUJUSwum nTx BPAN a o- J HV RAINGUARD INSTAUATION A: IS INSTALLATION SHALL BE NOTE FOR COMBINATION OF SECTIONS: rtREMOVABLE WHEN PERFORMED E.D.m EDGE DISTANCE ADJACENT TO AN OPERABLE.EX SEE CJ�AONNS EE USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE RUDE A ON SHEEE 18 ASSEMBLY INSTALLATION DETAILS W/ O HV BLADE IN AMOUNTING W YNTO SUIT� NI`�`SIALLLAVION. - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone N.TjC`",ji ' 0 2015 EASTERN METAL SUPPLY, INC. �� �..••• '•. ✓ � BIRRTHA TM ENSF :T' A S S A Accordion Shutter System �L E C O�N c. ■ ■ ■ ■ Kv�#1 W/OR W/0 KV.WINDOW RADE *:• �� /!,r-':*c AmeL'IOCn Shutter Systems EW. DESCRIPTION DATE DPAWN rtr ML o'•• TATE OF TIWT TESTING & ENGINEERING COMPANY Asaoclation, IRC. 1 OLD 11-192 4/13 15 DATE 4/13 15 0.SSS N.W.3iR( St.,71 305.V.I-:(,305••,FLOM1-153 371 4258 Westroods Drive 2 Phone:(305)871-1530.Fax:(300)871-1531 DRAWING No ,�'•., R —11:vae..O.'a n West Palrn Beach, FL 33407 3 15-085 WALTER TILLrr J10"713r.P.E. 6 SHEET P.E. StAtfSI�NA�LURE/DATE FLORIDA U. 44107 6 7 OF 20 SEE END WALL ION MEIAI US ID & 18 SEF NOTES ON LOOKING RODS®.W LOCKS 5<r 2® oUT IN r INSTALLATIONS W f 1 HV **�SIIAACCKK DETAIL HVF®YAUD FOR ON'HEErALL �—EXISTING tlr// BLADE Wj HV CENTERMATES CENTERMATES APPLICATION WRH BIADEQI <R�Qt©+Q7 a 80<s10*® OR 23 Cct: IND WALL CONNECTION EXISTING GLASS ON SH , ----- -- 1 u l 8 u 8 + <R 6 1/2• 7• 2•.2•RI/BS,o'-2 ' 1/4• 7" (6083-T6 noon ALUM. OPPOSING SYMMETRYCAL ANGLE W/(2)1/4•/TAPCON 1/2• <�+®+® ANC{iOR5'Fo CONCRETE I CENTERMAT S CENTERMATES MIN. SEPARATION (TOP/BOTTOM)h , floo/4•S.M.5.® 12• TO CLAM (4)/70.1/2•SMS.TO TUBE I d.c.FULL LENGHT. oY W1 HV LOC- IC o SEE SCHEDULE AT EACH ANGLE.(1TP) N * * 3 * 3 (SEE SHEET 11) 5 FIN 03 z• ® -- � ouT HVC HVA HVB SO �,®,�©+O�®�lo,®° POURED CONCRETE OR IXImNG CLASS CONCRETE BLOCK WALL +®°"�+©�' •_®""__ �_ ---- REOU ED 4,)� SYMMETRICAL — *--- IN s 7 �J MiNs�FP�wAnoN CE TERM S + M+ ' " ` "' (s, scLamuLE w V �� ®+ w9+ anl + $ ON SHEET II) MIN.SEPARARON TO(SEE SCHEDULE __ON SHEET 11) ---------9* , Ak ------- --------- OUTNcwa_'� 2vARIEI NO Nor * a ® � ® FOU T s ,/r MAX.sucLc o UT (EXTERIOR) HV E HVF** HVD FLORIDA BUILDING CODE Tion High Velocity Hurricane Zone ``71111111 1{{1111// ®2015 ERSTFRN METAL SUPPLY,INC. ,, B HA HVTM IGEN S A Accordion Shutter System 1 L E C O umc. .S. . ■ Kv.a,x#1 W/OR W/o KV.www MME *; *' TIWT TESTING S ENGINEERING COMPANY ®rIC011 ShU#f®t SySIISMS EV. D=RipnoR LUTE DRAWN BY: M.L. eJss N.W.J81n.57,slo.Jos.HacTRut cvt0D75.cLDR,oa ut AesoalOtlon. Inc. T OLD 11-192 4 13/15 Dare: 4713/15 4268 Westroods Drive 2 -o: STA OF ` %iO11e:(Jos)e-i1—lsJo.Fm:(sos)e7I—tsJl DRAWING No _61:UR<eo0<d.wm West Palm Beach, FL 33407 3 WALTER A-0006 TN1R718r.P.E. �85 �� ����`/ FLORIDA B $FI <./aats7 s 8 20 Ip E. �}YAI7{ lY'112E DATE POURED CONCRETE ORV11POURED CONCRETE POURED CONCRETE URED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED 'BLOCK WALL REQUIRED BLOCK WALL.REQUIRED BLOCK WALL REQUIRED rJ—EXISTING GLASS( EXISTING GLASS CON CRL ANCHOR EXiSliNG CLASS '"— — MIN EXISTING GL SS 2'MIN. — WN,SIM.". —-7 1' -S TO GIAM(SEE ABN.SEPARATION MIN. AWaION SCHEDLAE ON SHLET TO CLASS(SEE ABN ON EQ EQ SM SCHFT4ILE ON(SFEET 1/f 8'x3'MAX. ON STET 19 FOR 11�ESON Q® E TO ON,�� 11 RJR 6LALE mAND (6063-T6)CONT. BAOkSQk QJ 11 TVR BADE HAND (LOCATE AT ON ShtfT 19 FOR ALUM.((CLOSER ON SHEET 19 FOR 1/2' ON SIM 19 FOR EITHER)SIDE� dAOFS Q)&Q� PLATE. AT ERHVTE 1MM ` ` BIAOFS(j)dc� BAOESM& 1/2"MIN. OF(D) + d.USE t`OR 2'MAX. ' Maxif2'S.M.S. _-- (AS APPUCABLE)x2"xI/6'XO"-2" $loxlfz'S.u. . _^—�•` ® 16"O.C. _ —M ALUMINUM CUP ANGLE ® 16.O.0. —.._�__ - (8063-T8 ALLOTS AT NIDHBGHT (1)/10X1/2-S.U.S.TO®& (2)r/a'0 TAPCONS ANCHORS TO S£E DETAIL X WALL AT 1"O.C.(LOCATE AT OR SEE Oi7AiL X FOR OR SIDE CONNECTION OR � EITHER SIDE OF S) 1 OR TO TRACKS �� SIDE CONNECTION ,�r�y,«®«l6)(Q)) p p.�« SEE DETAIL X F 6 7«8 « «6 7«18'x••1@.®u. TO TRACKS «�r6�, ��7yya 6 +Qa Ate,�""c7,',t^� �2« SIDE ONN lYrya� QD�©'o o�f3•®« •®«®• +�('✓.�« �A2«®•X3'©'�« 18T♦7 Y! X83 7 YY« @.TP� �'�©•Y.7« &0.0-moo•®« -0 -0 °'�«�•®«®� END GONNEOON DETAIL 4 .END CONNECTION DETAIL�] �N G,�yN�ION D etL� Q POURED CONCRETE OR ♦REQUIRED ONLY FOR SPANS CRFATER 11Wt 12'-8' /—IXISi1N0 O1A55 CONCRETE BLOCK WALL NG RUI � f4 4 MN.SERk%klOH /2"S.M — —— .�__-------- 0 -__-- 1L 18' .C. AIN.SBIA OR Y u=----^- — --_ SpfDtAE aN sHfEI' TO G1ATs S(S ____ _ aRr�E OR�OR ` 11 FOR BADEOAND CONIC ETE 1/2'MIN. SCHDULE ON SCEP ------------ _-___ -___ �aR OR�OR� ON 9EET 18 FOR ANCHOR 6 11 FCR RUDE@AND - - CONCRETE BIADES(D&® 12'O.C. ON SHEET 19 FOR `t -- -- ANCHOR O 5 iLMk;a�k{� -- OR(g 16. D.C. 1 2 MIN.— . N&0-0-0-0-0- in ORTtylpR(DOR 2'MIN. 2"MIN. ♦SEE Llli AT10NS OF USE FORv �/T�{�ND JN 5 HEEP 19 @p, 0R®OR(qOR(gOR( .L1L[POURED CONCRETE OR !�1i1CONCRETE BLOCK WALL �R �=✓ a « ' '®'fi .` TA��1! ION REQUIRED 10+1®«(� �°'©•®« BLADE V WINDOW LAD To ®•4�««•d�«®•®« CONCRETE OR CONCRETE BLOCK WALL, DSO ECTION DETAIL ® Q «®•�«fl•€J« END GONNEGTtON DETAIL ®•®"®`®� FLORIDA I3()ILDII GODEMan High Velocity Hurricane Zone ok'" A.h-11%����i 0 2018 EASTERN METAL SUPPLY,INC. �c€r - - - -�.��... BE�rlf"�A 1� _ 11LIEC O ,N�. A.S. .A„ Accordion Shutter System tcv( #1 w/OR W/O av wsNoo>AT a.AOE T 74LLt7 TESTING & ENGINEERING COMPANY American Shutter Systems OF CKMON DATE DRAWN alALL STATE OF Ct e1a6 N.W.TE St.sa.xE,VIZOMGINE RING s N�Ons Association. Inc. 1 OLD 11-192 4/1JJIS fDAM-. 413/15�•��p�{ �� Ph.m:(JOs)6T1-j=.FoX:0)671-1631 426& Westroads Drive 2 No'"131" •• C`.,� o—mat:61to<omaol.com� � ` 1West Pclm Beach, FL 33407 s ���iiq fQNAI pit``` WALIM AnUffJr.PE. a085 P.E. S' Nf AGE/DALE R�u<.1 44167 s SHJE OF 2a SCHEDULE #1 SCHEDULE # CHER)fF !E3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" ]MUM SHUTTER SPAN*"L+' I'NCtp�l ATION ND (ft.). FOR INSTAL.®IONS®/ $ IGAL OR "L-° (ft.) FOR R "L-" (ft.) INSTALLATIONS CENTERMATES & or(iy or(� INSTALLATIONS W/ CONCRETE & WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK 0 Or (D or( or ® & W ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS y or ONE HV LOCK or or / L-: MAX.ALLOWABLE SPM!FOR A GIVEN NEGATIVE CENIERMATES & W/ ONE HV T' W/ NO LOCKI G RODS® OR W/ NO LOCKING WALL A, B, C, D, E, M. N. 0, P. Q. A.S.D.DESIGN PRESSURE RATING. ® ® ODS MOUNTING F, K & L R. S, &V. LOCK® W/TWO LOCKING RODS 0 TOP & (SEE NOTES t,tt) (VALID FOR MOUNTING 0 (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES SHEET 7) FLOOR/CEILING G. H, 1, 11, J T, U, W &X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD MOUNTING MUM CONCRETE&WOOD INSTALLATIONS 1 CONCRETE & M GIVEN A POSITIVE AS.D.DESIGN PRESSURE RATING, Aso.DES" (NVALLATONS A.A0.D61oM INSTAlU710N5 DETERMINE MAXIMUM SPAN'L+•FROM SCHEDULE PRESSURE WALL MOUNTING FLOOR/CEILING pram RE WALL MOUNTING FRMS M �Oqt/COLING MOUNIING 1PJTMG Mod �t FLOOR/muxD MOtYmNc PAMNO OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (« _) (+ _1 (� _) FLOOR/WALL L101rtiiWO DETERMINE MAXIMUM SPAN •L-`FROM SCHEDULE. L+ L-N) L+ L-N L+ L-(R) L+ L- IN 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" 18-0 16'-0• 30 16'-0' 18'-0' 30 16'-0' 16'-0• 105 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN'L+'AND•L-•. 35 14'-10• 14'-10' 15•-2' 16'-0" 35 14'-10• 14'-1D• 35 15'-2• 16'-10' 40 13'-t0' 13'-10" 14'-2' 15'-2• 40 13'-10' 13'-10" 40 14'-2' M114V-3' �3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-i' I3'-1' 13'-A' 14'-3' 45 13'-1' 13'-1` 45 13'-4" t HV CORNER CENTERMATE A3 MAY BE USED AT ALL OM&NATIONS IN BETWEEN WALL MOUNTINGS 50 12'-8' 12'-5' 12'-B• 13'-7' 50 12'-5• 12'-5" SO 12'-3• MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONSW/ RAOR/CEILING MOUNTINGS: 55 11'-10' it'-10" 12'-1' 12•-11' 55 11'-10• 11'-10" 55 11'-t• SHALL.BE AS INDICATED ON MANDATORY CONDITION 02 FOR A GIVEN FOSIIIVE AS.D. DESIGN PRESSURE 60 11'-4' 11'-4' 11'-7• 12'-4' 60 11'-4• 11•-4' 60 10'-2• NOTE�S,SHEET 5. DETERRATINGMINE: 65 to•-tG' 10'-10' 11'-1' 11•-11' 65 10'-10• 10'-to• 65 9'-s' tD'-1' DETERMINE:_ LI+=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-0• 10'-6• 1O'-9' 11'-5• 70 10•-8' 10'-6' 70 8'-9' 9-4• L2+-MAX. SPAN FOR FLOOR/CUING MOUNTING 75 10'-1• 10'-1' 10'-4' 11'-I' 75 10•-1• 10'-1• 75 - W-9" tt EXCEPT THAT MAXIMUM SHUTTER SPAN 1+'OR INSTALLATIONS. 80 9'-10' 9'-10• 10'-0• 10'-9' K85 9•-10' 9'-10• 'L-'AND MAXIMUM A.S.D.DFSING PRESSURE RATING FOR FOR A OVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-8' 9'-8' 9'-9• 10'-6, 9'-6' 9'-e• INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING90 9-39-39'-S` 10'-I' 9'-3' 9'-J" SHALL BE LIMITED AS FOLLOWS: DETERMINE: 95 9-0' 8'-9• 9'-29-109'-0• ,-3, 1- CONNECTIONS TO KEYSTONE MOUNTING LI MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9' 8'-4• 9'-0' 9'-7' 8'-9' ' • LIMITED TO +64,-72 p.s.f. AND 6'-0• SPAN, SEE Lx-m MAX.SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7' 7'-11' 0'-9• 9'-4" B-77-11110 6'-4• 7'-7• 8'-7' 9-2' 8'-4' 7•-7• FINAL MAXIMUM ALLOWABLE SPAN'S EQUAL 'L THE ' - -„ 8'-2” 7'-3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN tt+•,"Lz+", 11-•AND•Lz-' 120 8'-0• 8'-11' 8'-2• 8'-8' 120 W-01 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 11- - 125 7'-10• 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8" 6'-5" 7'-10' 8'-1• 130 T-8' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7-r s-z• 7'-s• r-s• 135 7-7 e'-2• WIND ZONE MINIMUM SPACING. SEPARATION 140 r-5' 5'-11" 7'-7• 7'-6• 140 r-6• 5-n• ASTM E-1996 145 7'-3' W-9" 7'-5• 7'_9• 145 7'-3• 5'_9• TO GLASS 1$0 7'-2' 5'-.7• 7'-4' 7'-0' 150 7'-2' 5'-7" 155 7'-0• W-51 7'-2• 6'-s" 155 7•-0' S'�' 1 THRU 3 1" 160 6'-11• 5'-2' 7'-1' W-7• 160 6'-1t• 165 61-10' 5'-1" 7'-0' 6'-4' 165 W-10• 5•-1" 170 W-9' 4•-11• 6'-11" 6'-2• 170 6'-9" 4'-11' 175 W-7' 4'-9• 0'-91 6'-0", 175 8'-7• 180 6'-8' 4'-8" 6'-8• 5'-10' 180 8'-6' ' ' ' '•' ' -8 O H Y B LA D E 185 6-5V-6' 6'-7' -8185 6'-5" 4'-6• 8'-4• -5' 190 5190 '- 5'-r 195 6•-3• -3195 4' 4 200 6'-2' 4•-2" 6'-4• 5' 200 6'-2• 6' 1' cane Zo205 6'-1' 4'-1" 6'-3' 5'-1' 205 FLORDA BUDNG WK Non High Velocity Hurne ®2015 EASTERN METAL SUPPLY, INC. `N\111LLII ILIIIIIII//l�j O i,, TM /INL E _707i■ �■S■S■,�■ Accordion Shutter S MADE H v.MADE#1 w/OR w/o H v WINDQN MADE American Shutter Systems 4ey.w OFSCRIPIION DAR DRAWN BY:WIXY.LG. TILLIT TESTING k ENGINEERING COMPANY *= Association. Inc. 1 DID 11-192 4 1J 15 DATE 4/13/15 4155 N.W.361h.SL,m.30.1,xRGRRA GAROM,70TH 33' 4268 Westroods Ddve 2 1 Pt—,:(305)871-1510.Fax:(305)871-1531 DRAWING No 4i ­.I:NtacoOaol.cam West Palm Beach, FL 33407 3 5-085 O'.."toRO... wALTLxr a mL rldr.RE 4 �\.�` r1TER 71 T 441 e7 5 SHEET �¢il`S &' IE/DATE 6 11 F 20 .d. :.h.•.: . .ar, •: ua• Jlli: mmmm`_il .1=''©'•mmm' mm®'m''®''mm' 0®©'MEMm©' ©' 0©W®'M ' m©' ©' ®0®'®'' •• SPQ7mm000OOfLlmmouu�oiDm[f7O��[�[�[L M.....="Mm.. MDOODODOF�7 0mm ®mm......on00000 IP-MMM""00"Himm000OO mmm0000[7 HAMMODOOO iSlm[LI.... 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O �mm000000 mm000voo�m000000 v0000voo oam00000 amm©0000 0m0v000QmmMal la m • • -, mm00000vmmovoovomm00000a�maooaoo�0000voononom000 ll•' mmvoo�o�mmov0000Eam0000vo�vov0000�000000o nnom0000 �mmm00000a•moov000mm000000v©vooi000000000v0000©mmmm � • • • mm000�oomm000000mmoov000m0000000m®000000000n®000 m®v000vo�m0000mo�m000000�n0000no�0000000 on0000no movoe000m0000vvom0000000®oovaoo�am0000000ma©00000 moaooamo mAravtaovo m00000vo asv000000 m00000vo Q0000moo moa000vo 0000v000�vovoovo�dv000ao 0oonv000 om000000 moovvovsam0000 00o u�odvovoo vv0000�ao�aov00000 oma00000 M0000Ov0 OOOvo0oO m0000v00 m0v00000 m0v000A0 noomo�oo ' m�v00000m0000nvoinvovv000uv000000000vv000nm000000 m0000000mvoraoovomov00000�oov0000movo�000nomem000 �•�, � �i �a Ilts 1 • OWWCii® • SPECIFICATIONS ON ANCHOR REQUIREMENTS'POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE UOUNONGS 4 G,a H OH SHEETS e k 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: . POURED BLCI POUtw 00"OR(6 (/) TO EXISTING POURED CONCRETE(Min.V.-.3 kei) QE WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING - 1/4.4 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AN MANUFACTURED BY I.T.W.BIALDIX (hen.rc m s W) UwamPyyY4 - 1/4.0 x 3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT a SPECIALTY COMPANY.(WA.re-3 kA1) (R) k=M901 IETALNE P(6SSIAE RAIM DE=IiL11AE PI®Ee:RADE DE97,NEDUK PANNE PA16G - 1/4'0 BLUE TM CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.cc-2 kW) 30 40 60 75 90 120 160 2DS 30 40 6D 78 80 120 160 205 30 40 60 78 90 120 100 205 TAPCON - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT a SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED VM THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 O 9 5 B 6 9 4 1 1 6 8 14 12 1 B 8 8 B e 7HREADFORM TECHNOLOGY 3'-0' 14 12 10 fl 8 8 6 8 14 12 10 9 0 0 8 8 14 12 10 9 8 8 6 6 ALL POINTS SOLID-SET (MIR.Fc=3 ket) OR LESS 14 J2 10 _1+8L B 8 6 14 12 10 B 8 8 B 6 14 12 10 B B 8 8 B ��: 1 12 10 B 8 6 7 14 12 10 9 B 0 0 8 14 12 10 9 B B B 8 BLUE TAP W/CAP A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFOFRM TECHNOLOGY ANCHORS AND TAPPER+ 14 i2 10 9 e 7 55 35 14 12 10. 9 B 8 8 B 14 12 10 9 8 B 8 8 TAPPER' ANCHORS 15 1 3/4,AND FOR BUIE TAP W/CAP ANCHORS IS 1 f/2'. 4'-0- 14. 12 10 B D 8 8 B 14 12 1D 9 I. 0 8 6 14 12 10 B 0 8 0 85 14 1 10 9 8 0 8 4 14 12 10 9 8 0 e 4.8 14 12 10 e B 5 4 3D A2)MINIMUM E]MBEDWI Nr OF 1/4.0 x 3/4'AL.POINTS SCUD-SET ANCHORS SHALL BB:7/8'KID THE POURED CONCRETE.NO-EMBEDMENT 14 12 10 B 8 8 8 4.8 14 12 10 9 .e B B 8.6 14 12 10 9 8 8 e 4d INTD STUCCO%FALL BE PERMITITED.1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 10M.AND 74 12 10 B 75 5S 3.3 - 14 12 10 0 0 0 8 6 14 12 10 9 0 Y bb 4 SFL ATgls Ug foR 1'MINIMUM FOR WAIS WITH NO STIIG.'CO, J1412 10 9 8 8 e B 14 12 10 9 B 8 6 8b 14 12 10 9 8 B 6 45 MAce�DN SN65f I9 5'-0' 10 9 8 7 4 - f4 12 10 B 6 6d a A8 14 12 f0 8 ed a 38 J A3)N CASE THAT PRECAST STONE PRECAST'CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISONG WALL OR FLOOR, 10 9 8 75 4.5 - 14 112110 9 8 B 6 4b 14 12 10 9 8 8 4.8 76 ANCHORS SHALL.BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SLID WALL FINISHES.ANCHORAGE SWILL BE AS INDICATED ON 9b 7a a.5 4.5 - - 14 112110 9 e 7a 5a 4 14 12 10 9 e e .43.3.5 NOTES A.1)a A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING DR EFS WITH OR WITHOUT METAL STM CONSULT THIS ENGINEER.FOR 6'-0' 10 9 0 8 e - 14 12 10 9 8 0 6 6 14 12 10 9 B 8b •S 3.5 INSTALLATION INTO EFS WITH METAL.STUDS SEE SHEET 20. 10 B 75 58 J - 14 12 10 0.S 7 6d { 3 14 12 8 B.5 5.5 4 .3 - 10 8 B 8 - - 14 12 10 9 8 BA 8 .7D 14 12 10 Bb B 5 4 - (8) TO EXISTING CONCRETE BLACK:(ASTM C-80) 8 U16.5 3 - - 14 12 10 D B 85 45 3d 14 12 10 B 1/4 0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILM. iD 9 B 8 - - 14 12 10 9 8 7 8 4 14 12 10 9 7d 5A 4 3 -1/40 x•3/4'ALL POINTS SOLID-SET ANCHORS,As DISTRIBUTED BY ALA.POINTS Scan.BOLT a SPECIALTY COMPANY. 7'-a- 10 8 65 4 - - 14 12 9 74 5 4b 3.0 - 14 MS 7 5.5 4b 3b - - -1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED Ere FLORIM FASTENERS DIRECT•INC. /4 12 10 8.6 7 4 - - 14 12 f0 B 7A { - ti f2 B 7 7b A6 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT a SPECIALTY 14 11 7 eS 4b - - 14 f2 10 9 7b SS ! 14 12 9 7 . 48 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED V040OR RECISTFRED WITH THE AMERICAN SHl7ITE7i SY57i]AS ASSOCIATION,INC. 14 12 10 B B 0.S - 14 12 10 9 B 4 - 14 12 10 8 6b 8 3.5 - ��.�. 14 12 ee 7 8.8 3 - - 14 12 B 85 5D 4 3 - 2.3 ed 6 5 4 3 - - B.1)MINIMUM EMSEDMFNr INTO CONCRETE EILM OF TAPCON,BLUE TM W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 f/4-AND TAPCON 14 12 9b 7.5 6 - - 14 12 98 8 6b B - - 14 12 8 6 55 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1-. 13 9d Bb B 3.5 - - 14 12 10 8 0.6 5 - 14 12 8 6b 8 4 14 12 MI B 8 - - - 14 12 f0 0 75 4b - - 14 12 8.8 7 Bd 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS SNAIL BE ENTIRELY EMBEDDED,INTD THE CONCRETE BLOCK.No 14 18 7.5 8 4 - - 14 11 T 6b s .5 - - 11 a 55 45 35 - - EMBEDMENT INTa STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHAT.BE 1 1/2-LANG NINMUM SHOULD STUCCO 14 t2 8 8b 4.5 - - 14 t2 Bb 7 50 4 - - 14 10b 7 3.5 0 4.e - - DOST,AND 1-MINIMUM FOR WADS WITH NO STUCCO. td 5B 5d 4 - - - - 14 t2 0 7 8 4 - - 14 11 7 5.6 4d 3b I a'-O' 14 2 10 8 7.8 - - - 14 12 10 e'Bs S - - 14 12 6 6 5 4 - - B.3)IN CASE THAT PREG\Sr STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 155 7 5 3b - - - 13 9.5 ed 5 4 3 - - 10 78 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 17.515.51- - - - 14 11.5 8 8 B 4 - - 28 98 B S 4 4 - - N07ES MI)a B..2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT META.STUDS CONSULT THIS ENCINEE R. 0.5 B 8 - 14 12 B 8b SS 4 - 1J 10 ad S 4 3 FOR INSTALLATION INTO UFS WITH META'STUDS SEE SHEET 20. 14 12 10 - - - - - 14-1121 9 7 8 43 14 10.5 7 Sb 45 3b 2b 95 8 - - 12 B 0 4.5 4 3 - B 7 4.8 3e 3 - (C) ANCHORS SEAM.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECITMTIONS OF THE ANCHOR'S MANUFACTURER 14 10 7 - - - - 1400.51 7 55 4.51- - - 15 56 55 4.0 .78 - - 9.5 7 4.5 - - 14 1d 75 6 5 - - 12 9 8 4.5 4 - _ _ (D SEE SCHEDULE BETON FOR EDGE DISTANCE(ED.)VFRSl15 SPACING RELATIONSHIP FOR ANCHORS. 12'-0' 1♦ 12 10 - - - - - 14 12 8 8.6 8d - - - 13 t0 85 5 4 - - - PnR:t DIST,IUGE VERSUS SPACING SCHEDULEFOR ANCHORS, 18 0.6 4.6 - - 11 B 5.5 4 3d - - 0 6 4 3 - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E 0.IRC THAN THE INDICATED.REDUCE ANCHOR SPACING 3d 9b 6 - - - - 13 9d Bb 8 4 - - - Ob e B 4 - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE EK THE FOLLOWING FACTORS. B 85 - - 14 0.e 7 ed 1.6 - - I, 8d Bb 48 3b - REDUCED SPACING OBrAINED USIND FACTOR SHALL NOT BE LESS THAN MIDMUM SPACING INDICATED FOR EACH ANCHOR TYPE 13'-0' 14 12 - - - - - - 14 11.5 7b 6 8 - - - 12 9 6 421 4 - - - FACTOR 03 B - - - - - - 10 78 5 ♦ 3 - - - 7.6 S.6 4 3 - - - - AM:TIFAL 25 65 - - - - - - 12 9 6 45 4 - - - 9s 7 5 4 - - - - DIEDGE TAPCON TAPCON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W/cIMP T��'+ e 5 - - - - - - 13 9b ed e - - - - 0.6 75 s 4 - - - - 1) V TFfHEADfORM TECHNOLOGY AIN.SPACING 14 12 - - - - - - 14 tOd 7 6d - - - - 11 ed B.B 4d - E.O. MIN.SPACING-3' MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING 3' 3 3/4' 4- 14'-0- f0 7b _ _ _ _ _ _ B 7 48 3b - _ _ _ 7 8 38 3 - - - - V RID CONCRETE a POURED O MIRETE GOHM EIDOG POURED CONCRETE d< POIAtED CONCfETE a PMItID DOOM OC�ni MOOD 18 e - - t1 B 5.e 4b - ^ 9 eb 4d - - - CONCRETE BLOCK 101 F9.•S 1/Y MN.Ea•21/2' CONOREIE BLOCK CONCRETE BLOCK MEL E'D.•31/7 FA•z 1/7 NIL ER•3' TAR FJl•J t ►WL •3' is - - - - - - - �e 1a eb - - - - - oa e 5 - - - - - BUADE WORKING 3' 1.0 0.81 1.0 o.78 1.0 OZ4Mw 1.0 tb--0' _ 6.e 55 4 - - - - - eb B 3 - 2 1/2' - OAt 1.0 - - ai37 to ,o - - 0.5 e D - - ae e 4 - - - - IN UNISON ♦ 2• - 0.71 - - - ast - 7 - - - -- - - - 1 85 ad - - - - - 9 6.5 - - - - - 1 3/4' - 091 - - - 0.43 - 14 - - - - - - - 25 B8 a - - - - - 10 78 B0.95 18'-0' e - - - - - - e . 4 - - - - - 8 45 1 11/21 0.35 - - - - 93 - - 9.5 7 S - - - - - 8 6 4 - - - - - FLORIDA BUILDING CODE on i h elocity Hurricane Zone `ASp�%', A.TIC /jam/7A7j ®2015 EASTERN METAL SUPPLY,INC. 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