Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Multiple (11)
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 115327 Permit Number: PT -6 -09 -891 Scheduled Inspection Date: July 20, 2009 Inspector: Bruhn, Norman Owner: , Job Address: 371 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Contractor: COMPLETE HOME PAINTING BY MICHAEL tiui wing Department Comments PRESSURE CLEAN AND PAINT EXTERIOR OF THE PROPERTY Permit Type: Paint Inspection Type: Final Work Classification: New Phone Number Parcel Number 1121360130270 Phone: 305 -895 -1368 July 17, 2009 For Inspections please call: (305)762 -4949 Page 15 of 32 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 17, 2009 For Inspections please call: (305)762 -4949 Page 15 of 32 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Parcel Number Expiration: 11/29/2009 Applicant ........ ........................................... .................._.......................................... 371 103 Street 1121360130270 Miami Shores, FL 33138- Block: Lot: EST OF MARION T MOORE Ownerinformation.... Address EST OF MARION T MOORE 371 103 Street MIAMI SHORES FL 33138 -2432 Contractor(s) Phone Cell Phone COMPLETE HOME PAINTING BY MICI 305 - 895 -1368 (305)215 -0016 Type of Work: Exterior Color: Additional Info: fication: Residential _Approved _Approved_ Fees Due Amount CCF $1.80 Education Surcharge $0.60 Notary Fee $5.00 Permit Fee $60,00 Technology Fee $1.50 Total: $68.90 Phone Valuation: $ 2,500.00 Total Sq Feet: 0 Code Comments: BEN MOORE - WALLS, FLOWER E Color: Denied Invoice # Total Amt Paid Amt Due PT -6409 -34942 $ 68.90 $ 68.90 $ 0.00 Check #: 5973 For Inspections please call: (305)7624949 Available Inspections: Inspection Type: Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 08, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy June 08, 2009 } A Miami Shores Village Building Department 10050 NE 2nd Ave Miami, F133138 (305)795 -2204 (ph); (305)756 -8972 (fax) ATTENTION YOUR PAINTING PERMIT REQUIRES A FINAL INSPECTION FROM THE BUILDING DEPARTMENT. This permit is valid for 180 days. If it is not finalized during this period of time, the permit will expire, and it will require payment of a renewal fee to reinstate it and to be able to call final inspection to close the permit. PLEASE, WHEN FINISH YOUR PAINTING; CALL THE BUILDING DEPARTMENT AT 305 - 795 -2204 TO SCHEDULE YOUR FINAL INSPECTION IN ORDER TO CLOSE YOUR PERMIT. Owner or contract is signature Thank you for your cooperation � A HEADER .205 4 140 L.13T • TH1s sor wnL BE USED • � TO AOCJ:7+T ,/� X r FLAT DAR SECTION LE MATE FEMALE MEGA 8 IA4lE .1 rP. O CENTERMATE LOCKING BOSS -TS AL ALLOY 4T Sr At \� a DETAIL 1 STYLE .w F © 90' STARTER L37S 78C 2315' F7I i I row I I 4.S,S KQ FEMALE CENTERMATE MEGA Is - Q BLADE T 1 R. .75CY nT- �.80t — 1.751' 1.Olfr © HEADER DETAIL Q SILL. E A1S .015 Co. *Ya 2) wr-1 7-1 —,815 IT� Q 180° STARTER COMPONENTS DET4,11- LOCK © MALE CENTERMATE MEGA LOCK 2281' 8i �� D,S ■ R. X .0tar Op ., OCR .�� CW 4) FL `�- 1ZS•R - 125R(2) .020• x� P Op. 25C 3.S7A' �338Y --.•II QD SILL SILL ADAPTOR GENERAL NOTES: 1. STANDARD ACCORDION SHUTTER HAS BEEN DESWNED N ACCORDANCE WITH THE WOE COUNTY. 1988 EDITWN OF TFff SOU1N FLORIDA BUILDING CODE. WITH THE 92• & 9T REVISIONS. AND THE 1994 BROWARD COUNTY EDITION OF THE SOUTH FLORIDA BUILDNO CODE. WIND VELOCITY CONSIDERED B 110 m.p.h. &VKWANCE FACTOR IS 1.05. COASTAL ZONE WIND LOADS DETERNN�D FOR EXPOSURE 'C FOR BUBIDNG'S WITH MEAN ROOF "mm OVER 11410 - 20 S S. 80'-C ONLY. AND FOR EXPOSURE "P FOR BUILDINGS FOR MEAN ROOF HEIGHT EQUAL OR LESS THAN 60'-4. THUI.BSCREYS NON COASTAL ZONE WIND LOADS DETEMAINED, FOR EXPOSURE 'C. AS REOURRED BY ASSCE 7-88. IMPACT REMFW ACCORDION SHUTTERS AOEOUkCY FOR IMPACT AND FATIGUE RESISTANCE WAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 2315 & 2314 RFSPECTNMY OF THE ABOVE IAETJTIONED CODE. 2. STANLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE ; 14 x S. 410-W M64AUM SERIES W/ 1 o0 loi rD PONT & 180.0 loi TENSILE STRENGIX SCREWS SHALL BE COATED WITH rA N4 5000 SERFS FLUOROPOLYMER CXYttLNT.S AS MANUFACTURED BY WHTFORD Co. BDX 307, WEST CHESTER PA 14351. 3. ALL ALUMINUM EXTRUSIONS SPA BE 6087 -T6 ALLOY UNLESS OTHERWISE NOTED. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 SERIES. S. ALL ALUMINUM POP RVETS 70 BE 3652 ALLAMNLIM ALLOY WITH ALLUNUM MANDREL 6. BOLTS kid 2n4-T4 YEALLOMINUTA LLB• GALVANIZED OR SIANIESS STEEL POINt ' TO (� �) `POUREDpro► AS FOLLOWS; I N W— To M om - 110 0 x 1 1/$ OR 1/4' 0 x 2: cv4mw HAIYIER DINE PINS. 6063 --75 AL ALLAY -1/4' I x 1 1/4 OR 114' 0 x ? TFILRNDERNA&S OR RAWL IAMAC NAILN, AS MAWCAC- TAW BY NNI ACT NDUSiRIES. NC AND W RAWL PLUG COMPANY. INC. RES WIV LY. � oR - 1/4' 0 x 711r STAR TAMPIN ANO ORS OR 1/4' 0 x 7Jg' AWL FWLLOW SET DROP -N AS MANUFACTURED BY STAR EVANSON AND THE FLgYL PLUG COMPANY INC:. RESAEFRY£i.Y. t` W(2) u Li S .075 D. lira. DUAL O FENERsD ETCSM zAMAC NAILN N A2) 7 /I!' TAMPN ANCHORS ?Ar RAWL HOLLOW SEr DROP -N ANCHORS SHMl BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT MO STUCCO 241NLL BE PERMITED. DETAIL A.3) IN CASE THAT PRECAST' STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE HEADER EXISTING WALL OR FLOOR. M40W S SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE 0,0 W W Mmw FOR ANCHM .205 4 140 L.13T • TH1s sor wnL BE USED • � TO AOCJ:7+T ,/� X r FLAT DAR SECTION LE MATE FEMALE MEGA 8 IA4lE .1 rP. O CENTERMATE LOCKING BOSS -TS AL ALLOY 4T Sr At \� a DETAIL 1 STYLE .w F © 90' STARTER L37S 78C 2315' F7I i I row I I 4.S,S KQ FEMALE CENTERMATE MEGA Is - Q BLADE T 1 R. .75CY nT- �.80t — 1.751' 1.Olfr © HEADER DETAIL Q SILL. E A1S .015 Co. *Ya 2) wr-1 7-1 —,815 IT� Q 180° STARTER COMPONENTS DET4,11- LOCK © MALE CENTERMATE MEGA LOCK 2281' 8i �� D,S ■ R. X .0tar Op ., OCR .�� CW 4) FL `�- 1ZS•R - 125R(2) .020• x� P Op. 25C 3.S7A' �338Y --.•II QD SILL SILL ADAPTOR GENERAL NOTES: 1. STANDARD ACCORDION SHUTTER HAS BEEN DESWNED N ACCORDANCE WITH THE WOE COUNTY. 1988 EDITWN OF TFff SOU1N FLORIDA BUILDING CODE. WITH THE 92• & 9T REVISIONS. AND THE 1994 BROWARD COUNTY EDITION OF THE SOUTH FLORIDA BUILDNO CODE. WIND VELOCITY CONSIDERED B 110 m.p.h. &VKWANCE FACTOR IS 1.05. COASTAL ZONE WIND LOADS DETERNN�D FOR EXPOSURE 'C FOR BUBIDNG'S WITH MEAN ROOF "mm OVER 11410 - 20 S S. 80'-C ONLY. AND FOR EXPOSURE "P FOR BUILDINGS FOR MEAN ROOF HEIGHT EQUAL OR LESS THAN 60'-4. THUI.BSCREYS NON COASTAL ZONE WIND LOADS DETEMAINED, FOR EXPOSURE 'C. AS REOURRED BY ASSCE 7-88. IMPACT REMFW ACCORDION SHUTTERS AOEOUkCY FOR IMPACT AND FATIGUE RESISTANCE WAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 2315 & 2314 RFSPECTNMY OF THE ABOVE IAETJTIONED CODE. 2. STANLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE ; 14 x S. 410-W M64AUM SERIES W/ 1 o0 loi rD PONT & 180.0 loi TENSILE STRENGIX SCREWS SHALL BE COATED WITH rA N4 5000 SERFS FLUOROPOLYMER CXYttLNT.S AS MANUFACTURED BY WHTFORD Co. BDX 307, WEST CHESTER PA 14351. 3. ALL ALUMINUM EXTRUSIONS SPA BE 6087 -T6 ALLOY UNLESS OTHERWISE NOTED. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 SERIES. S. ALL ALUMINUM POP RVETS 70 BE 3652 ALLAMNLIM ALLOY WITH ALLUNUM MANDREL 6. BOLTS kid 2n4-T4 YEALLOMINUTA LLB• GALVANIZED OR SIANIESS STEEL POINt ' TO (� �) `POUREDpro► AS FOLLOWS; O LOCKING PIN W— To M om - 110 0 x 1 1/$ OR 1/4' 0 x 2: cv4mw HAIYIER DINE PINS. 6063 --75 AL ALLAY -1/4' I x 1 1/4 OR 114' 0 x ? TFILRNDERNA&S OR RAWL IAMAC NAILN, AS MAWCAC- TAW BY NNI ACT NDUSiRIES. NC AND W RAWL PLUG COMPANY. INC. RES WIV LY. - 1/4' 0 x 711r STAR TAMPIN ANO ORS OR 1/4' 0 x 7Jg' AWL FWLLOW SET DROP -N AS MANUFACTURED BY STAR EVANSON AND THE FLgYL PLUG COMPANY INC:. RESAEFRY£i.Y. NOTES: A.1) 1 1 4• DIAMOND HAMMER DRIVE POM THUNDERMA S OR RAWL ZANAC NMLLIN ANCHORS ONLY BE USED FOR MWALLATIONS I F WITH NO ST0000 OR ANY FNIRL USE R TA10E S OR O FENERsD ETCSM zAMAC NAILN N A2) 7 /I!' TAMPN ANCHORS ?Ar RAWL HOLLOW SEr DROP -N ANCHORS SHMl BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT MO STUCCO 241NLL BE PERMITED. 1/4' 0-20 SOMAS USED SHALL BE i LONG MINIMUM MOULD STUCCO E10ST. A.3) IN CASE THAT PRECAST' STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR. M40W S SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE 0,0 W W Mmw FOR ANCHM MENTIONED YEAS (B) M DOSTNG CONCRETE BLOCK WALL• -1/,C 0 x r TAPOON ANCHORS OR 1/4' • x Y RAVEL 704 s S TAPPTR, AS MANUFACTURED %Il1Y. BY L T. W. RAMSET AND RAWL PLUG ODMPANY. NC. RESP -115 0 2 THWNDERNAIIS OR RAWL ZAMAC NA9.IM. AS MAHUFACTURED BY UNIFAST NDUSTRTES. INC AND THE &Q& PLUG COMPANY, NC. RFSPECMELY. -1/0 p X 7 /Tf STAR TAMPN ANDS OR 1/4' 9 x 7Jg RAWL HIOLLOW SET DROP-4f AS MANUFACTURED BY STAR EXPASIOSI AND THE RNrL PUUD COMPANY, PC, RESPECTIVELY. NOTES:, _ ERE) NYS AND °8i ANA 0�O1�KRETE aOCH IUWT EE iKt/iMr 02) 7/5 TAMPN ANCHORS AND 7/fr MO& HOLLOW SET DROP-4N ANCNO S SILL BE ENTIRELY ETA ®OED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO 94ALL BE PERMITTED. IJ4' 0 -2D SCREWS USED SHILL BE x LONG MINIMUM SHOULD 5TUIXC DW, AND 1 'Ir MU MN FOR WALLS WITH ND STUCCO. 93) IN CASE THAT PRECAST STONE OR PRMAST CONCRETE PANELS BE FOUND ON THE E7DSTING APPROVED AS COMPLYING WITH THE WNW. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MINN STRUCTURE BOND SUCH PMII E 1 ifi � MR M iENTTONW N ELI). SOUTH FLO A CODE 7/T M (c) BE 1 ALL Of THE RECOM& MMONS AND MWFTQATLONS �ILDIN Q� �T OOVERED N THIS DRAYAND SFNLL E DA 1 I (0) ° ER D ON A JOB BY jOg S SIS'�, BY 1 Easmc STRUCTURE: R T7 Aaw �PERIM OSFD LOOW THEE STRUCTURAL ADEQUACY OF THE PRO T CONTROL DIYISI0 S. THE RUDE AND ThiE IO�iS FOR LOCKERS ® & 0. & STARTERS ®& ® ARE UNDER TIKE PAMIT BUILDING WADE COMPLIANCE OFFICE TO. OF EASTE7dJ METALS. Mw��� SHALL. L eE PLAcm ON THE owosED SURFACE: OF THE FEMALE cENrERLAATE 9�' "0 4) O1, Y ONE LABEL SMALL BE FOR EVERY OPE?UPNN. LABEL SHALL READ AS FOLLOWS: ACCEPTANCE NO. *IMPACT RESISTANT ACCORDION SH UREFr MANUFACTURED BY ROBINSON & SOS SHUTTER Co. 6400 N.W. 96th. STREET YALE, FLORIDA 33166 1- Boo -6x5-8173 DADE COUNTY DADE COUNTY PRODUCT CONTROL APPROVED. 'm casrm DOOR I OR **cow I I -p— A , I 1 1 w a WALL MOUNTING INSTALLATION - SECTION A Z � Z Lf O ww W = � W V) U.1 UJ _ rn (� ©a �E OR /1t4■YS. S.s M.& iY// 1/r 4 1 1 1/4• NYLON 61/C. (lyp. top a 6o1mM) O j 70 I I I I 1 I I 1 1 I 1 3C.I' Fop RHVEIS /Id AT d ALUIL a C. I 006GRET6 aiew 16 ceaa sOmm" ram `� E W AF LE w ///,r/Y o x S. i/'r NYLON Ea51@la Rnt TOP a BOTTOM) 1- s (ax r.sORPOR41 .113. OR r a r 1 Mir .YUn. ANGLE (6043 -14 ALLOW) 1.00d tan. 1/,e 4-20 S S. BOLM a d 0. 0. w/Nlrt a WISHER /i% OU OF S e _ t 1 1 ,/,a 4 r '� OR S �" Alt. REMOVABLE FLOOR MOUNTING INSTALLATION POURED CONCRETE U FGP IwETS AT 0. _ (60&7 -T�6 � RovrR�6 ANCi0R3 1/i 4-10 s S. E (SEE SCHEDULE) E BOLTS • d a C. aoHy4) axcrsm W/WUT • H -sm as caLC m am .oui 661YR® ZAar s.0o7 E6n. WALL MOUNTING INSTALLATION (OFFSET) CEILING & FLOOR MOUNTING INSTALLATION _ SECTION A SECTION B INSTALLATION DETAILS TYPICAL ELEVATION 1 ON SHEET 3 OF 6 FOR TO EWSTINO DOOR 1 OR WPMO61 I I 3 /1d 4 AML MVEHS AT 4. 0. C 5 POURO COMCRM RH aum - SECTION B 1 1 SEE SCHEDULE ON SHEET 3 OF 4 FOR 16NO EXt rM DOOR sCHEDL E: OR 6,N0on 1 7 3/e s S I Alum. w40LE / 14 1,- s.w�bda I Cans. \JII L CN SHEET 3 OF 6 FOR WHO" SEPAPATION r S. im DOOR % :r 0 1 1" NYWN oIXR wiNCa4 __ �sHUra. (Typ. Top a Wmm) I ,1 ii I 3 SEE SCMMULE ; ; O !3 r : r : 1/d ~m I ON SHEET 3 OF 6 FOR WNYUN SEPARIOION I I , , a�'! �� TO E)OSOM 1 1 7!T i Rk& 6'90. C. OP 1POP R6hTS 34' I AT 4 0. C. POP RNEIS } 3 /ld•AAL I AT4•aa IpwMWETSAT40. a t E C OP 00HIMETE REMMED AM CON== 7� � 3007 Wit 3 1I0' A AJ.%L POP RIVETS a t' 0. C. /i% OU OF S e _ t 1 1 ,/,a 4 r '� OR S �" Alt. REMOVABLE FLOOR MOUNTING INSTALLATION POURED CONCRETE U FGP IwETS AT 0. _ (60&7 -T�6 � RovrR�6 ANCi0R3 1/i 4-10 s S. E (SEE SCHEDULE) E BOLTS • d a C. aoHy4) axcrsm W/WUT • H -sm as caLC m am .oui 661YR® ZAar s.0o7 E6n. WALL MOUNTING INSTALLATION (OFFSET) CEILING & FLOOR MOUNTING INSTALLATION _ SECTION A SECTION B INSTALLATION DETAILS TYPICAL ELEVATION 1 ON SHEET 3 OF 6 FOR TO EWSTINO DOOR 1 OR WPMO61 I I 3 /1d 4 AML MVEHS AT 4. 0. C 5 POURO COMCRM RH aum - SECTION B 1 1 SEE SCHEDULE ON SHEET 3 OF 4 FOR 16NO EXt rM DOOR OR 6,N0on 1 7 3/e s S I Alum. w40LE / 14 1,- s.w�bda I Cans. \JII L a T /// oo, " Li v E 3 /1d 4 NLML ` 1.000' ,AO7 pop RNfl3 a r O. C. h$ ( POURED OONCRE7E Rmum n `C' 3/,6.0XWL REMOVABLE FLOOR MOUNTING INSTALLATION POP HavErs AT O a a - SECTION B Ma OF SLQ ALTERNATE FLOOR MOUNTING INSTALLATION - SECTION B (� APPROVED AS COMPLYING WITH THE SOUTH R DA OILDING CODE DA BY PRO CT CONTROL DIVISI BUILDING -CODE COMPLIANCE OFFICE ACCEPTANCE Ito. 14- 0 -J- DADE COUNTY COMMEM AMMM •,ro.c. :x SECTION D MALWY) SECTION C �sr,,e ,, ILM 1.� tTxn.) L Am �MmIGLE C2 _RWJM) FiCH WL �i ALLGYj i • MM of Wa ISOMETRIC (CORNER POST) .3 3 r"lr-lr aolr-1 Qoft maim m+ao e NO= xca 00 � ? 2T of ° + .Vie . Mm d �E RYF) BUTT SPLICE DETAIL FOR DISCONTINUED HEADERS SILLS OR ANGLES (OFFSET) APPROVED AS COMPLYING WITH THE SOUOA�V DE DAT BY PR BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. q'�' ' 91 6 ' 0 Z DADE COUNTY o�-r- I. INSTALLATIONS S THAN VALID 0!� ax�sHLrrr�ER SPAN. w1� 2. NEW N. xm. CP W/ SPECIFIC DENSITY OF 0.35. 2 SURFACED DRY WITH VOOOD 3. FOR Now WOOD FRAME EC SPECIFIC DENSITY OF:0.55 OR EMBERS TO BE SOUTHERN I1ame WNOOW 1 /eoxYLow LAG SCREWS • S 0. a W/ 1 ,/? MbL PFIUMW MN To ON6 = MOD MEAGER 1/e a x 1 1/l IAO SCREWS Q. C. WOOD pups OR RAFTER aROWDr 0. C. PG ROW LA: scros r it a a --� W/ 1 117 Min. PENEIPAWN TO FISTING WOOD MEAGER WALL MOUNTING INSTALLATION — SECTION A J rs a r Swaim sum %1/2^ P x , 1!r um ,u . 1'L�1�il�l� �.�...,- it tU) �� ■ •�nuul:c :,. Comm wMOOW 1 /06 x 1 1/t UO SCREWS rNraa \:J Mum. ANOLE Cast. $ 14 x 3/r S. &M.S.rraa `—. 3`a•x eRASs W /Tr. :T MW TIRWO OR R FRR H Ir 0. C. OCRs= W/ a T S N1 x r Loc SCREWS TO PO N WN OF BUSING PM (7 Al O MIM NORKAL WW") W/ 7 i". PcNET ". a RA WM E 14 a 1 ,/r UO SCRs raraa 1/r A x r LO1xN \ wnH 3NINr NYLON SIXIM N 1 �i . x r SrAalESS SMEL 114, Lem NYLOfN BU57IN0. J Y�IOp MTb Ot1Ni?ED [Na FINISH M10WE0) CEILING & REMOVABLE FLOOR MOUNTING INSTALLATION SECTION B Hf 14 x 3/r e ue�,e•n O u 3/,d .he POP RWE1A8 Am T r a C. WHEN THME B AN VasRNO WALL SIMKO. 3/A' POP 16 RI• k1S 1,AT r O. G. I N NORMAL D161RUNK NS 1 /r�a+ltl NOIIG NO SCR= . C 0. 0. Zt C. C. rin. RMWMMD ? x r OW r OR a• :.125' 1/e 0-22 S. S. HiD1J+3 • Or a C. ws A�i,.RrAAi+cci (coat -Ta ALL01 WliR1T a W ISN ER ?aJ'TfO RS x.120 r :exT/a' Axe 7 a T : uC t�w 44 h aoa3 -ts AwR �) mum *QUE P. (n FJaN'srun'1ToFo WALL M UNTING INSTALLATION (OFFSET) 4 NTH a S R T. Deal Wt= PL= UM 5/14 a • S UM SCRM TO ac" NWTON ON ,RATS. LOOM Sm w a xmxmM aF L1mm WOOD WORM (Y n. W/ r W,. 1I i� Nn No w°�`m+ KNaWta) CEILING & FLOOR MOUNTING INSTALLATION SECTION B APPOM u MUPLYIN YM THE soutH sl Itoi cow O DY "OAT _COtnOho)s Q :.�:.,�. BUILDING CODE COMPLMU OFFICII ACCEPTANCE NO. 9W' 0 2 + L19�. AND W/ ? MK PENETRATION tM DOT16 STM ,,,G ,m,as - SECTION A DADE COUNTY . tAc11 ow oom" or SLUM) AND W/ r Min PDORA11ON wo E)16 M SMD. LWALL MOUNTING INSTALLATION (OFFSET) F ."AX` WALL MOUNTING INSTALLATION — SECTION A — SECTION A INSTALLATION DETAILS ON E XISTING WOOD BUILDINGS IMPACT RESISTANT ACCORDION SHUTTER scALE 4/7/94 AtL E C O I NC. ROBINSON &_ SONS SHUTTER CO. DATE T urr Tmnt4d & ENGINEERING COMPANY MIAMI, n. 33166 94 — 91 MS N.W. saw. st., SN. t17, NAGOM OWDENS. FL 33166 Phone :(305)871 -1530 . Fax : (305)871 -1531 DRAWING NO xer. w eraeslleN+ tutE NtY. u ICRx1�1 ILIt WALTER A TILLIT Jr., P. E 110/3/94t s 1 SHEET 4 OF 8 FLORIDA Ur- # 44167 : • .5W_j u \ ` \ /14s3/rS 8 s.lts.r�o.1 1/r • x T 5UM115S S1m_ W 1/? • x T 1/r HANG t#ISFNdG. WALL MOUNTING INSTALLATION — SECTION A J rs a r Swaim sum %1/2^ P x , 1!r um ,u . 1'L�1�il�l� �.�...,- it tU) �� ■ •�nuul:c :,. Comm wMOOW 1 /06 x 1 1/t UO SCREWS rNraa \:J Mum. ANOLE Cast. $ 14 x 3/r S. &M.S.rraa `—. 3`a•x eRASs W /Tr. :T MW TIRWO OR R FRR H Ir 0. C. OCRs= W/ a T S N1 x r Loc SCREWS TO PO N WN OF BUSING PM (7 Al O MIM NORKAL WW") W/ 7 i". PcNET ". a RA WM E 14 a 1 ,/r UO SCRs raraa 1/r A x r LO1xN \ wnH 3NINr NYLON SIXIM N 1 �i . x r SrAalESS SMEL 114, Lem NYLOfN BU57IN0. J Y�IOp MTb Ot1Ni?ED [Na FINISH M10WE0) CEILING & REMOVABLE FLOOR MOUNTING INSTALLATION SECTION B Hf 14 x 3/r e ue�,e•n O u 3/,d .he POP RWE1A8 Am T r a C. WHEN THME B AN VasRNO WALL SIMKO. 3/A' POP 16 RI• k1S 1,AT r O. G. I N NORMAL D161RUNK NS 1 /r�a+ltl NOIIG NO SCR= . C 0. 0. Zt C. C. rin. RMWMMD ? x r OW r OR a• :.125' 1/e 0-22 S. S. HiD1J+3 • Or a C. ws A�i,.RrAAi+cci (coat -Ta ALL01 WliR1T a W ISN ER ?aJ'TfO RS x.120 r :exT/a' Axe 7 a T : uC t�w 44 h aoa3 -ts AwR �) mum *QUE P. (n FJaN'srun'1ToFo WALL M UNTING INSTALLATION (OFFSET) 4 NTH a S R T. Deal Wt= PL= UM 5/14 a • S UM SCRM TO ac" NWTON ON ,RATS. LOOM Sm w a xmxmM aF L1mm WOOD WORM (Y n. W/ r W,. 1I i� Nn No w°�`m+ KNaWta) CEILING & FLOOR MOUNTING INSTALLATION SECTION B APPOM u MUPLYIN YM THE soutH sl Itoi cow O DY "OAT _COtnOho)s Q :.�:.,�. BUILDING CODE COMPLMU OFFICII ACCEPTANCE NO. 9W' 0 2 + L19�. AND W/ ? MK PENETRATION tM DOT16 STM ,,,G ,m,as - SECTION A DADE COUNTY . tAc11 ow oom" or SLUM) AND W/ r Min PDORA11ON wo E)16 M SMD. LWALL MOUNTING INSTALLATION (OFFSET) F ."AX` WALL MOUNTING INSTALLATION — SECTION A — SECTION A INSTALLATION DETAILS ON E XISTING WOOD BUILDINGS IMPACT RESISTANT ACCORDION SHUTTER scALE 4/7/94 AtL E C O I NC. ROBINSON &_ SONS SHUTTER CO. DATE T urr Tmnt4d & ENGINEERING COMPANY MIAMI, n. 33166 94 — 91 MS N.W. saw. st., SN. t17, NAGOM OWDENS. FL 33166 Phone :(305)871 -1530 . Fax : (305)871 -1531 DRAWING NO xer. w eraeslleN+ tutE NtY. u ICRx1�1 ILIt WALTER A TILLIT Jr., P. E 110/3/94t s 1 SHEET 4 OF 8 FLORIDA Ur- # 44167 : • MAXIMUM DESb3N LOAD W (p s.f.) MAXIMUM PANEL SPAN L (ft.) MINIMUM SEPARATION TO GLASS (in.) r »» r r» 45.1 16' -17 11' -4 3 718" 2" 47.8 15' -6" 11' -2" 3 7/8" 2" 49.0 15' -4" 11' -2" 3 7/8" 2" 50.5 15' -1" 11-0" 3 7/8" 2" 52.0 14' -10" 1 1' -0" 3 11/16- 2" 52.4 14' -10 10' -11" 3 11/16" 2" 55.0 14' -6" 10' -10" 3 11/16- 2" 55.2 14' -5" 10' -1O" 3 11/16" 2" 55.6 14' -4" 10' -9" 3 11/16" 2" 57.2 14' -2" 10' -9" 3 11/16" 2" 58.6 .14' -O" 10' -8" 3 1/2' 2" 58.8 14' -0' 10' -7" 3 1/27 2" 59.5 13' -1(i 10' -7" 3 11r 2" 59.7. 13' -1(r 10' -7" 3 1 /2" 2" 61.5 13' -67 10' -6" 3 1/f 2" 61.8 13' -8" 10' -G' 3 11r 2" 61.9 13' -7" 10' -6" 3 1/2. 2" 63.4 13' -6" 10' -5" 3 1 /2" 2" 63.6 13' -5" 10' -5" 3 1/2' 2' 63.7 13' -5" 10' -5" 3 1/r 2" 66.9 13' -1" 10' -4" 3 1 /r 2" 67.0 13' -1" 10' -4 3 1/r 2" 67.5 13' -0 10-3' 3 5/16" 2" 70.1 12' -1(i 10' -r 3 5/16" 2" 71.1 12' -9" 10' -2" 3 5/16" 2" 71.4 12' -B" 10' -r 3 5/16' 27 71.5 12' -S 10' -2' 3 5/16" 2" 72.9 12' -7" 10' -1" 3 5/16" 2" 75.1 12' -5" 10' -0" 3 5/16" 2" 75.2 12' -4" 10' -0" 3 5/16" 2" 75.3 12' -4" 10-0" 3 5/16" 2" 77.0 12-3" 9-11" 3 5/16" 2" 77.5 12' -2" 9-11" 3 5/16' 2" 78.8 12' -1" 9- 10" 3 5/16" 2" 80.7 11' -11" 9' -10" 3 1/8" 2" _ 81.5 11' -11' 9' -10" 3 1/8" 2" 82.5 11-10' 9-9" 3 1/8" 2" 83.4 11' -9" 9' -9" 3 1/8" 2" 86.2 11' -7" 9-8" 3 1 /8" 2" 86.7 11' -6" 9' -8" 3 1/8" 2" MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE MAXIMUM DESIGN LOAD W f,P.s.f.) MAXIMUM PANEL SPAN L (ft.) MINIMUM SEPARATION TO GLASS (in.) r rr r r« 86.8 11' -6 9' -8" 3 1/8" r 88.5 11-4" 9' -7" 3 1/8" r 90.3 11' -3 9' -7" 3 1/6" 2" 90.8 11' -3" 9-6" 3 1/8" r 91.4 11-3" 9-6" 3 1/8" r 92.7 11' -2" 9' -6" 3 1/8" r 93.8 11-1" 9' -5" 3 118" r 94.5 11' -T 9-5" 2 15/16" 2" 96.6 10' -11" 9-5" 2 15/16 r 96.8 10' -10 9' -4 2 15/16" r 97.7 10' -16 9' -4 2 15/16" r 100.5 10-8 9' -4" 2 15/16 r 101.5 10' -7" 9' -3" 2 15/16 r 103.7 10' -6° 9' -3' 2 15118 r 106.5 10' -5" 9' -r 2 15/18 r 108.8 10-3' 9' -2" 2 15/16' r 110.6 10-2° 9-1" 2 15118 r 111.0 10' -r 9-1" 2 15116" r 114.1 10' -0' 9-0" 2 3/4" r 116.5 9' -11' 9' -0" 2 3/4" r 116.9 9' -11' 8-11" 2 3/4" 2° 117.6 9' -11" 8' -11' 2 3/4" r 119.7 9' -10" 8-11' 2 3/4' r 121.2 9' -9" 8-1 T 2 3/4 z' 122.5 9-r 8-9" 2 3/4" r 125.3 9' -7' 8-9" 2 3/4" Z 125.8 9' -7" 8' -9" 2 3/4 r 126.7 9-Ir 8-9" 2-3%4" r 129.6 9' -5" 8-9" 12 3/4" Z 130.9 9-4" 8' -8" 2 3/4" r 131.6 9' -4" 8' -8" 2 3;'4" 2" 134.3 9-3" 8' -r 2 3;'4 2" 136.2 9-e 8' -7" 2 3/4" r 137.9 9' -r 8-F" 2 3/4' r 140.7 9-0" 6-e" 2 9/16" r 142.8 9-d' 8-6" 2'9116' r 143.5 8-11" 8' -6" 2 9/16" r 147.0 8' -10 8-6" 2 9/16' r 148.4 8' -9" 8-4" 2 1/2" r 152.6 8' -g' W -4" 2 1/2' r MAXIMUM DESIGN LOAD W (P.s.f.). MAXIMUM PANEL SPAN L (ft.) MINIMUM SEPARATION TO GLASS (in.) ♦ s» ♦ s» 153.1 8-8" 8' -4" 2 11Z 2" 156.8 8' -7' 8-4" 2 11T 2" 157.5 8-6" 8-4" 2 11r 2" 157.8 S' -6" 8' -4" 2 11Z 2" 160.6 B-3" 8-3' 2 11r 2 161.7 8-3" 8-3 2 1 /r 2" 164.4 8-2" 8' -3" 2 1/1 2" 165.2 8-1" 8' -3" 2 1/r 2" 168.1 8-O" 8' -r 2 11Z 2" 168.7 7' -11" 8' -r 2 1 /r 2" 170.0 T -11" 8-r 2 1 It r 175.6 7' -8" 8' -1" 2 112- 2" MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM PANEL SPAN L (ft.) MINIMUM SEPARATION TO GLASS (in.) ♦ s» ♦ s» 176.6 7' -7' 8' -1" 2 1/2" 2" 180.3 7' -5" 8-0" 2 1/2" 2" 185.0 7' -3" 7' -11" 2 1/2" 2" 188.0 7' -1" 1 7' -9" 2 1/2' 2" 192.5 7' -0" 7' -7" 2 1 /2" 2' 197.2 6-10" 7' -5" 2 1 /2" 2" 199.1 6-9" 7' -a 2 1 /2" 2" 204.7 6' -7" 7' -2* 2 1/2- 2" 211.3 6' -4" 6-11" 2 11r 2" 216.9 6' -r 5' -9' 2 1 /2" 2" 221.6 6' -1 6' -7" 2 1/r 2" 226.3 5'-11" 6-8 2 1 /r 2 « FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0 ELEVATION OF BUILDING MEASURED 0 BOTTOM OF SHUTTER. SEE TABLE 1 FOR MINIMUM SEPARATION FOR SPANS LESS THAN THE MAXIMUM ALLOWED. :r FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING. MEASURED AT BOTTOM OF SHUTTEP.. APPROVED AS COMPLYING WITH THE SOUTH FL A ILDIN CODE DA a is BY PRO [f CONTROL DIY1Sb. . BUILDING $bDE 6 LI N i b OFFICE, ACCEPTANCE NO. 94- TABLE 1: MINIMUM SEPARATION BETWEEN GLASS & BACK OF SHUTTER FOR A GIVEN SHUTTER SPAN "L", FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ABOVE GRADE OF A GIVEN BUILDING. 30' -0' ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SHUTTER SPAN "L" (ft) MINIMUM SEPARATION (in.) 8' -9" OR LESS 2 1/27 >8-1 TO 9-0" 2 9116 >9-0" TO 10-0" 2 314" >10-d' TO 11' -D" 2 15/16" >11-O' TO 12-0" 3 1/8" >12' -0 TO 13' -0" 3 5/16" >13' -0' TO 14' -0" 3 1/2" >14' -0" TO 15' -U' 3 11116 >15--d* TO 16-0" 3 7/8" DADE COUNTY MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. (1} (2) MAXIMUM WALL MOUNTING WALL MOUNTING CEILING MOUNTING DESIGN LOAD INSTALLATION INSTALLATION INSTALLATION W (p.s.f.) AT TOP AT BOTTOM TOP & BOTTOM FROM 14» 7" 6" 4* 10" 8* 45.1 TO 61.8 , FROM 8» 4" 3" 9" 7* 61.8 TO 91.4 FROM 9" 6" 4" 5" 3" 3" 9" 7" 5" 91.5 TO 134.3 FROM 7" 5" 4' 4" 3" 3" 9" 6* 5" 134.4 TO 168.1 FROM 5" 3" 3" 3" 2 1/f 2 1/2" G' 4" 4" 168.2 TO 226.3 I i ANCHOR SPACING LEGEND (3) (4) (5) (1) Max. ANCHOR SPCG. VALID FOR SPANS OF 8' -9 OR LESS. (3) Max. ANCHOR SPCG. VAUD FOR SPANS OF 5' -d' OR LESS. (2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 8' -9". (4) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 5' -0' TO 7' -6*. (5) Max. ANCHOR SPCG. VAUD FOR SPANS GREATER THAN T —G' TO Max. ALLOWED. NOTES: 1. ANCHORS USED W /TRACK A (TOP OR BOTTOM) SHALL BE INSTALLED STAGGERED AT Max. SPACINGS INDICATED ON SCHEDULES, 2. ANCHORS USED W /REMAINING TRACK SYSTEMS SHALL BE INSTALLED ON A STRAIGHT PATTERN AT Max. SPACINGS INDICATED ON SCHEDULES. APPROVED AS COMPLYING WITH THE SOUTH FLO DA IILDING CODE DA � QY PR CT CONTROL DIVISI BUILDIN6' f+Ob f COMPLIANCE OFFICE ACCEPTANCE NO.9 w— 0 T(61-0 7. DADE COUNTY 4 � '--3-7/ "K�L� THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT p WITH NO VARIANCES ❑ V41TH VARIANCES) LISTED IN "REMARKS" NO OTHER DEVIATIONS FROM THE MIAMI SHORES BUILDING AND ZONING ORDINANCES WILL BE PERMITTED, UI`ILESS SPECIFICALLY LISTED BELOW. ALL OTHER APP!_ICABIl STATE AND COUNTY LAWS MUST BE COMPLIED WITH BY ALL PARTIES. Date Authorised Signature FIRE DEPARTMENT PUBLIC; WORKS POLICE DEPARTMENT BUILDING DIRECTOR PLANN.IING & ZONING BOARD VILLAGE COUNCIL APPROVAL PRELIMINARY: FINAL REMARKS: COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & �UB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE Of ALL BUILD- NG REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN: t y� 2� �7'i 1 .936' 1.625 ki ...125 IAA } s �.42X .ar T- i ;3� s 1�.1�°arl I�6e �1 t� I 3v(� n �- >4 n D „rR DETA�_Ir DETAIL 'A' Z-H .125 .604'++ II�A67 -� � DETAIL "A" OA HEADER HEADER F-1 *5w7 r I .a6iC -. .2W- ki I Aar 0. D 1.000 L.,3T IL .270 k A15 . 4)S Op. d. .667 • � TO PR O/ 5 RE USED r FLAT BAR f SECTION TO MATE 8BC MEGA IEMA,£ k MUSE 1315 .129'R 207 © 99 STARTER Q CENTERMATE LOCKING STYLE 6063 -TS AL. ALLOY I w 4T SI' / R '0 3.761' 4C I 2365 S00 A77 �.0v + r 7P .lM ' 376 a DETAIL BLADE L--- 1.275-�-1.131r-J 4.61S KC� FEMALE CENTERMATE MEGA © HEADER DETAIL 0p. r112,' .._ 4) b .100 Il'YP 2-�I 3 � 7s4- -� 675 1.9 � 3366' -- © SILL 8..015: Ale Co. 7- .057 t I -.635 1.684 �H 180° STARTER COMPONENTS DET ,;I L i.SCO _p 000 y-, (3) o� I.I)S27 2� .624 .125 R ,125'R(2) - 123• R ,125 3 376 SILL Ale s : e. :.o+s oa -t (T7P• 4) .020' x R x .020 OP. Tc N gp (1YP. 2) R SILL ADAPTOR GENERAL NOTES: 1. SUMARD ACCORDION SHUTTER HAS BEEN DESIGNED IN ACCMW= WITH THE DADE RUNTY. 1886 EDR10N OF THE SOUTH FLORIDA BUILDING CODE. WITH THE 92' * 93' REMSIONS. AND THE 1994 BROWARD COUNTY mITION OF THE SOt7TH FLORIQA Bl14DWG CODE. MIND VELOCITY CONSIOERFD LS 1t0 m.p.h. WIPORTAJNCE FACTOR tS 1.05. COASTAL ZONE MRNIO LOADS QETETBAWED FOR EXPOSURE 'D FOR BU6�N0S WITH YFAN ROOFS THAN OVER '-� Y AND FOR l7IPOSURE I." FT)R EfUI.OtWGS TOR YEAH ROOF HIEICH,T EQUAL INt U35 iSp'••4'. 114 0 - 20 S. S THUMBSCREWS VARIES. 11-C Yin NON CA�STAL ZONE WND LOA65 INCIERNINED FOR p(POSURE'C', AS REWIiED BY ASCE 7 -88. IM�ALT RESISTANT ACOORDION SMRITTERS ADEAUILCY FOR WPACi ANO FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH 5£CTDM6 2316 dt 2314 RESPECTIVELY OF' THE ABOVE hElJTi0NiE0 CODE. 2 STAE2E55 STEEL SHEET METAL SONS USED AT LOUVETM PN SHALL BE / 14 Y 3'. 410-HT MINIMUM SEINES W/ 135A k6L YIF1D FONT k 160.0 Mei TF3NSItE 57RENCIH. SCREWS SHALL BE C6417E0 WITH XYLAN SOON SERIES 193 FLUORO{'OLYMER tXYL17NG5 AS MANUFACTURED BY WHrtFOIZD Cc. BO% 507. WEST CHESTER PA. 19381. 3. . ALL ALLIMIN ML DI1RUg0HS SHALL -EE 5663 -T6 ALLOY UNLESS OTHERWISE NOTED. 4. ALL SCREWS TO E STAINLESS SIM 3D4 OR 316 SERIES. 5. ALL ALUM UY POP RIVETS 70 BE 3052 A.L#mN ALLOY WITH ALUMINUM MANDREL 6. BOLTS TO E 2024 -T4 ALUMINUM ALLOY. CAI\MNIZED OR STANIFSS STEEL 1MTH 36 kd MINIMUM YIELD POINT. 'IgrFt q-11 L I XIL r D. i 139x --- - -1275-+ LOCK © MALE CENTERMATE MEGA LOCK 7. Q LOCKING PIN ACHM TO WALL SHALL E AS FOLLOWS: (UNLESS OTHERWISE NOTED) (N TO Domm POURED co -1/4 6 x 1 1/4 OR 114 0 x 7 DIAMOND H AJ AER DRIVE PINS. 6083 -T5 AL ALLOY -114 6 x 1 1/4 OR 114 0 It 7 THUNDERNAI S OR R M1 ZAYAC fUILK As MANUFAC- TURED BY UNLFAST INDUSTRIES. NC AND THE RAWL PLUG COMPANY. INC. RESPECTNII.Y. - 114 0 x 7 /N! STAR TAYRN ANCHORS OR 1/4 6 x 7 /Er PAWL HOLLOW SET DROP-IN AS MANUFACTURED BY STAR EXPANSION AND THE RAWL-PLUG COMPANY. INC. REWECMAIY. MOM. A.t) / 114- DIAMOND 131 U� FOR U�NSTAl1AAW S INTO �ED�� CONCRETE WITH No STUCCO CR ANY FNTSHL USE Y DMMOND HAMI&it OTaVE PNS OR 7 THUNDEemas OR zAtAA, NATLAI ANpN6is faR M75F5 w,ME11 stlllxo OCOS. A2) 7 /Er TAYP1 ANQ{OPS 7/8' RAWL HD,lOIM 9ET DROP-IN ANCHORS SHALL E ENTIRELY EYLDDm INTO TIE ppUhEp CONCRETE. NO OMBEDA®NT INTO STU000 SHALL BE PN7t►YTED. 1/4' 0-21) SOMAS LSED SHALL BE :r LONG MINIMUM SHOULD STUCCD MST. A.3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHm SHALL BE LONG ENOUGH TO REACH THE MANN A EM�SWOW BE 1 1J4 YINIMIAA FOR ANCHORS BNLHJLI STSTR�I�@ . � (B) TO EXISTING CONCRETE BLM WALL: - 1/4' o x r TAPCON ANCHORS OR 1/4 ! x it FD1WL 30'F S. S. TAPPER. AS "UFACTURED BY L T. W. RAMISET AND RAWL. PLUG OOMIPANY. NC. RESPECTIVELY. -1/4' 4 2' THUNMMLS OR RAWL ZAMAC NAUN. AS MANUFACTURED BY UNIFA'ST INDUSTRIES. INC AND THE PAWL PLUG COMPANY. INC, RESPECTLYFD•Y• - 1/4 0 X 7/B' STAR TAMPN ANCHORS OR 1/4 0 x 7/16' RAWL HOLLOW SET OROP -N AS MANUFACTURED BY STAR EXPASION AND THE RAM& 1.11 COMPANY. NC, R7�ECTNELY. NOTES:. B.1) LI 'LC� A BE �M. _ Ws �7w&LIN ANC BON SHALL 114 8.2) 7 /5- TIAAPN ANCHORS AND 7/5 RII& HOLLOW SET oROP-N ANCHORS SHALL E ENTIRELY EM®DED INTD THE CONCRETE BLOCK UNIT. NO DIBEMIENT Bl10 STUCCO SMM4LL E PERMfTTED. 1/4 6 -20 SCRIEWS USED SHALL BE 2' LONG MINIMUM SHOULD STUCCO OW. AND 1 1/2' MINIMUM FOR MALLS WrIH NO STU=). 83) N CASE 1HAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON 1HIE OUSTING WALL ANCTNWRS SHOW BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH APPROVED AS COMPLYING WITH THE PANELSANCWRASE 91ALL BE 1 1/4 MINIMUM FOR ANONORS MENTIONED N 9.1). N 82). SOUPFLA ILDIN CODE k 718' FOR MOM MOMONED WW AALED FF G ALL Of THE MECOMMFNOPMONS AND SPECIFIWO IS (C) A 1 OF�� ANC (0) ANCHORAGE O A E B NOT COVERED N THIS DRAWING SHALL E DAT B. A .TDB BA31S• IT SHALL BE THE RESPONSIBILITY OF THE PERWr HOLDER TO VERIFY THE SIRUCTURLL AOEOIWCY OF THE EXISTING STRUCTURE 1D SUSTAN THE NEW SUPERIMPOSED LAUDS. PRROL DIYlSION 0• THE BLADE �% T� MjOO.ES FOR LOCKERS 4D # (D. a STARTERS ®8 ®'ARE UNDO THE PATENT BUILDING MODE COMPLIANCE OFFICE to. OF EASTE78N METALS. w -mmUFCO T STAA� SHALL E PLACED ON THE o�D SURFACE. OF THE FBAOLE CENTFRI'LATE L • 01 ONE LABEL sMA.L eE PLAC�m) FOR EVERY OPENER`.. LABF7 WALL READ As rouaWS: ACCEPTANCE N0.2202) _ 'IMPACT RESISTANT ACCORDION sMML7RERr MANUFACTURED BY RENSON & SONS SEAM DO- 6400 N.W. 96th. STREET MIAMI, FLORLDA 33166 Pt=o i -800 -626 -8173 DADE COUNTY MADE COUNTY PRODUCT CONTROL APPROVED. - r (00� SCHEDULE) i wn -, POURED CONCRETE I \ REOUIRm _� LSEE SCHEDULE— ON SWEPT S OF 6 PC I MW" SEPARATION I TD DOnW DOOR 1 OR WR60M OR T 1 I I 1 {1m E 6l:OClt COIKRETE ANCHORS SDI WALL MOUNTING INSTALLATION — SECTION A o tO Z a o En o � Iw W F- U Ld iI w V)V) ©d (JOR I I IB I � I I 1 t4'exS s.S.S M. S. 1 St /r 0 x 1 1/ {• NYLON I IND (ryp. TOP 3 6orroM) I FLL. -SEE SCHEDIAE -� I O pN SKEET S OF 6 fD I II MO6IARI 5crAAAn FO J I TO E105RN0 DOOR 1 OR WINDOW I 1 I I yy I i I 1 I j/16' f ALUIL -4 POP ET4 AT If 0. C. I COWCR[1E AMCNTi3 c 90CriltE•j Pam COOCREITE MWED rl !! W 11 it {uE /xSSSSU.S r f x t t/P nttON ^^G rryp. TOP & BOTTOM) II II �1 1- f (Smu ry CONORM ANURIRS (SEE wk 'W r x S OR 4. OR s- . 12e OR x x-W Aw.. Amax (6063 -16 ALLOY) . l.oaP Min. 1/4' e-ZD S S. BOL1S tP (L C. W/wrt & WASHER I I I I I SCHEDULE- ON � I p W SEPARATIONR 1S f Y? S S S M. S. I TO EXIV G DOOR 1/r x 1 1 / {• NYLON I OR WINDOW R1 \• I I '(Ty;,. TDP 3 BOTTOM) 1 0 OF 6 II O 1 rxrxI /P .t'i Alum. ANGLE I ON SHEEP i FOR MINUUN SEPARATOR TO E)asnNG DOW j I Cont. OR WINDOW 1 C 31t S. EL SLLS.0P 0. C. 13OP f ALUM. IP00 NETS 3 /tr a ALUM / I I AT t 0. C. VET POP RS 3/16' 0 ALUM. 1 - AT {• 0. C POP RIVETS AT S O. C. / / / / I a �POIi✓F.D OONCRLTE E tow LOOP C RECURRED - (� 3.00ff Min. A.UM. POP RNEI5 R 4 0. C /J� // / F -` r i OR f x �'a` Alt. REMOVABLE FLOOR MOUNTING INSTALLATION V t� wYE1s AT t 0. x (608.' --Th ALLC - muRED 1ONCRtTE RDOtRIEO �pRS 1,P .-m S s. E (SEE SCHEDULE) E 80115 • P 0. C. W/NUr s WASHER t.... RECYRED xaDP 3AOP Mtn WALL MOUNTING INSTALLATION (OFFSET) CEILING & FLOOR MOUNTING INSTALLATION — SECTION A — SECTION B INSTALLATION DETAILS TYPICAL ELEVATION I ON SHEET 8 OF 6 FOR i TD EWSTD� DOOR OR WINDOW I POP WV/''AAT 4 0 C tI` POURED CONCRETE REQUIRED 9 3113' f ALUM. POP RIVETS RIVETS AT , 0. C. EDGE OF SLAB W APPLICABLE ALTERNATE FLOOR MOUNTING INSTALLATION — SECTION B r I SCHEDULE- , ON SHEET 6 OP 6 FOR 16NB" SEPARARON TO COSTM DOOR OR WINDOW I 1• xr:1 14 x 3/P S S I AWED. MctB.E S. M. S. O 6' 0. C I Cunt \/ — SECTION B 311Ri f ALUM. 1.DOP 1.DDO' POP t6VETS AT e 0. C. (SEE POURED CONCRETE RiELLJ6hD REMOVABLE FLOOR MOUNTING INSTALLATION — SECTION B APPROVED AS COMPLYING WITH THE SOUTH FL OA ILDING CODE q� DA i ), 1'u --F r BY PRO CT CONTROL DIVISI BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.4 c 8 �� • o �-- DADE COUNTY r: 0 i 0.F 7 4 • r r ` 3� s HOLE nor 111 Ar r a G 200106 eolr r=r =.,z! Alum. Mal {pa] -TQ ALLOY) CAMCAErE E 9L= WALL SECTION D 001MEFE AMMM • ,r o. c. — ra ALLOY) 2A SECTION C ISOMETRIC (CORNER POST) sS-26, r :rORYOac OR ! _ OR AANGLE(wo -TO \ /Or pwm a Y a G .oar wax. \ MW�, o o COMMUE ,R) BUTT SPLICE DETAIL FOR DISCONTINUED HEADERS, SILLS OR ANGLES (OFFSET) APPROVED AS COMPLYING WITH THE SOUTH FL DA UILDI CODE DAT e' Ale BY PR CT CONTROL DIVISI M: _ BUILDING CODE CQMPLIANCE OFFICE ACCEPTANCE NO. 94' ` o al 6. 0 Z DADE COUNTY m-1 NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS OR EQUAL THAN 30 FEET, AND H' -d Mcx. SHUTTER SPAN. 2. NEW T x 6' P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY INMI 19 2, M. M. C. W/ SPECIFIC DENSITY OF 0.59. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 8f Riu.I!] I , a' • x Y WOOD TPUSSES OR RAFTER low / e YC O. C PE,7NT0D LAC SCREWS o Ir O. a •/ 1 11r Win. PENETRATION To DMING MOOD HEADER $ M - 11 U I w S 14s30e c. 1/C • Y S SWNt STEEL 114 LONG NYLON BUSHNG. WOOD HEADER RE009D t f' • z r LONG {AG SCREWS e w O. C. W/ 1 11r mm PSWRAMN TOEsww'MDGDHEADER WALL MOUNTING INSTALLATION '/Dz Y OR 4' ORS' N .,YS Aar g S R r = r x 2so• Wl"3_WLSHR._._- _SECTION A AWn,. ANGLE (e�3�- +T0-- A- u�wppr I 1 lii�. WADER REMMED (T!'P.) �LAO SORE" 0. o. o. • s /1Mr � Atum. a PoP wvETS AT � t7� 8 U I I I I JNT gN1F� u00D 1/e R -SO S. S L SOUS e r a C. M /NUT t WASHER rf,r3 orR f.&W x .12r mum ANIXF (Boas -T8 ALLOY. I r 0 Ak m. I RIVETS C a C. ( DP Atum. r zrxi /Ir Mau Cool 14 x3/4' 11 SIA L0T0. t 9 WOOO,RJMM OR MWTER •2C 0. C KUM N .w/ 1• x x 1/0' (Le.) 0083 -73 Alum u8E 2 e ,t . x 4• tAC SCiRl15 70 CAVt M IDWIOMA OF EXISTING, WOOD WLOOD (r Min. �{} HOMOIAL WIDTH) W/ r min. PENETRATION. U _ WITH 14 Y 1 1/r LAD SCREWS etr O.C. 1/4' 9 X r LMNIO TKREADED MALE \ wmt NUr & NYLON IILSHNG x ! STA11dm STEEL /r • %_I 11C LONG i r x P wow FORM Frac tH0 tTN611 ALLOwEO) CEILING & REMOVABLE FLOOR MOUNTING INSTALLATION ExST01G wnarlaR SECTION B 1/s 0 x 1 1/r LC SCRM edaC m 11 m O t4 z 3/C /PE 8 1. E Hm AT C a C. tN THERE _ L4 AN DDSIRNO -. MALL BEHIND. 3/18 0 Alum. POP RIVETS AT r 0. D. FOR NORMAL 09F ALIATpt1S S WSeMiO.C. . o 3� 3301 RIaET9 C aG 11 (7 S WLTSer0 C E� M /Nur ! was4t lmw WOOD snm O 2C 0. C. wAx REDUIRED r x r OR t OR S x .175 oRrzrz2Ww NMm1. ANCLE (8083 -i0 ALLOY'. (NI(C ) 1�w eoe3 -TS Mom. 1lfBE (CaiL \ w/ (z) i%4 i Z � TAG GEMS EACH SMDDADMOT-1OFMUD) WALL M UNTING INSTALLATION (OFFSET) AND w/ r Min. PENETRATION i10 ETOSTNG STUD. 1/i . Y , lrr lm0 uD sM> m . 6' 0. O. �1 ALLRI. f�P f1NE1'' ATCaa OEM T Ir P. T. C-L MOOD PLATE wm (2)Yb /1E o Y C UO SORM TO EACH RMTFR OR TWM LOG,TE WJMkB AT MIDYBOTIM OF E.XIMNO MOOD NOMIX N R/ r Mn. 0 t'T YRLDI M (NO �1 MtO.�) CEILING & FLOOR MOUNTING INSTALLATION - SECTION B A ism AS COMA.nn VOTH THE SOUiH FL 1 LLD CODE BY S>� y PRO T CONTROkpv BUiLplNG BODE COMPLIANCE OFFICI ACCEPTANCE PLO. 9 y' " D I ' w/ z 1;,r';? f � 1- - SECTION A DADE COUNTY e EACH v w (Mt wm OE STUD) AHD w/ r Mm. PFHETRA710N INTO omm mm A 1111L. 177- IMPACT RESISTANT ACCORDION SHUTTER SCALE WOOD �,w WALL MOUNTING INSTALLATION (OFFSET) FE°�1ED. WALL MOUNTING INSTALLATION 4/7/94 SECTION A - SECTION A 777RL77:E C 0 1Nc. ROBINSON & SONS SHUTTER CO. DATE TILJJT TE'STIM Ot ENGINEERING COMPANY 840D N.W. 9611. 6 � MIAMI. Fl. 33166 94 — 91 l L.✓ �, - — _.>•� .y sstis N.W. 361h. 5 I- 530 vOR Fax : WIDENS. 05)871 . FL 33166 /.GT1C- C-1-�a G Phone : (305)871 -15]0 . Fox : (3(6>B7t -1531 bm� W �R DRAWING No INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS i� f� %,� WALTER A, TILLR Jr., P. E. 10/3/14 s SHEET 4 OF 6 EF FLORIDA Lic. # 44167 F!2 • 1 MAY.!!,A11M C ESP;P•: LOAD W (p S.f.) MAXIMUM PANEL SPAN L (ft.) MINIMUM SEPARATION TO GLASS (in.) # ## # ## 45.1 16-0" 11' -4" 3 7/8" 2" 47.8 15-6" 11' -2" 3 7/8" 2" 49.0 15' -4" 11' -2" 3 7/8" 2" 50.5 15' -1" 11-0" 3 7/8" 2" 52.0 14' -10 11' -0" 3 11/16" 2" 52.4 14' -10" 10' -11" 3 11/16" 2" 55.0 14' -6" 10' -10" 3 11/16" 2" 55.2 14' -5" 10' -10" 3 11/16" 2" 55.E 14' -4" 10' -9" 3 11/16" 2" 57.2 14' -2" 10-9" 3 11/16" 2" 58.6 14' -0" 10' -8" 3 1/2" 2" 58.8 14' -0" 10' -7" 3 1/2" 2" 59.5 13' -10' 10' -7" 3 1/Y 2" 59.7. 13' -10 10' -7" 3 112" 2" 61.5 13' -8" 10-6" 3 1/2" 2" 61.8 13' -8" 10- 5' 3 112" 2" 61.9 13' -7" 10' -6" 3 1/2" 2" 63.4 13' -6" 10' -5" 3 1/2" 2" 63.6 13' -5" 10-5" 3 1/2" 2" 63.7 13' -5" 10' -5" 3 1/2" 2" 66.9 13' -1" 10' -4" 3 1/2" 2" 67.0 13' -1" 10-4•° 3 1/2" 2" 67.5 13-0" 10' -3" 3 5/16" 2" 701 12' -10' 10' -2" 3 5/16" 2" 71.1 12' -9" 10' -2" 3 5/16" 2" 71.4 12' -8" 10-2" 3 5/16" 2" 71.5 12' -8" 10' -2" 3 5/16" 2" 72.9 12' -7" 10' -1" 3 5/16" 2" 75.1 12' -5" 10' -0" 3 5/16" 2" 75.2 t 2' -4" 10' -0" 3 5/16- 2" 75.3 12' -4" 10' -0" 3 5/16- 2" 77.0 12' -3" 9-11" 3 5/16" 2" 77.5 12' -2" 9-11" 3 5/16" 2" 78.8 12' -1" 9-10" 3 5/16" 2" 80.7 11-11" 9-10" 3 1/8" 2" - 81.5 11-11" 9-10" 3 1/8" 2" 82.5 11-10" 9-9" 3 1/8" 2" 83.4 11' -9" 9' -4" 3 1/8" 2" 8 6. 2 t i' -7" 9-8" 3 1/8" 2" 86.7 11' -6" 9' -3 3 1/8" 2" MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE MAXIMUM DESIGN LOAD W (P.S.f.) MAXIMUM PANEL SPAN L (ft.) MINIMUM SEPARATION TO GLASS (in.) M #• # rs 86.8 11' -6" 9' -8" 2 1/2' 2" 88.5 11' -4" 9-7" 3 1/8" 2" 157.5 8' -6" 9' -7" ., 1;18" 2" 90.8 ill-37 9' -6" 3 1; 8" 2" 91.4 11-3" 9' -6" 3 1/8" 2" 92.7 11' -2" 9' -6" 3 1/8" r 93.8 11' -1' 9' -5" 3 1/8" 2" 94.5 11-0 9-5" 2 15/16" 2 96.6 10' -11" 9-5" 2 15%16" 2" 96.8 10' -10 9' -4 2 15/16' 2" 97.7 10-1Ci 9' -4 2 15/16" 2 100.5 10-8" 9' -4" 2 15/16" T 101.5 10' -7" 9-3" 2 15/16" 2" 103.7 10-6" 9' -3' 2 15/16' 2 106.5 10-5" 9' -2' 2 15,16" 2 108.8 10-3" 9' -2" 2 15/16' 2" 110.6 10' -2" 9-1" 2 15/16" 2" 111.0 10-2" 9-1" 2 15/16" 2' 114.1 10-0" 9' -0" 2 3,/4' 2" 116.5 9' -11" 9-0" 2 3/4" 2° 116.9 9-11" 8-11" 2 3/4" 117.6 9-11" 8-11" 2 3;!4" 2° 119.7 9-10" 8-11" 2 3 %'4" 121.2 9' -9" 8' -10" 2 3/4" r' 122.5 9-8" 8-9" 2 3/4" 2' 125.3 9' -7" 8' -9" 2 3:'4" 2' 125.8 9' -7" 8' -9" 2 3!4" 2' 126.7 9-6" 8' -9" 2 3:'4" 2" 129.6 9' -5" 8-9" 2 3/4" 2' 130.9 9' -4" 8-8" 2 3/4" 2 131.6 9' -4" 8-8" 2 3:'4" 2" 134.3 9-3 8' -7" 2 3:'4' 2 136.2 9' -2" 8' -7" 2 3/4' 2" 137.9 9-2' 8-E" 2 3/4" 2" 140.7 9-O" 8-6" 2 9/16" 2 1428 9-0" 8-6" 2 9j 16" 2 143.5 8-11" 8-6" 2 9/16" 2" 147.0 8-10" 8-C' 2 9/16" 2" 148.4 8' -9" 8' -4" 2 1/Z" 2" 152.6 8-8" 8' -4" 2 1112" 2" MAXIMUM DESIGN LOAD W (P.S.f.) MAXIMUM PANEL SPAN L (ft.) MINIMUM SEPARATION TO GLASS (in.) M #• # rs 153.1 8-8" 8-4" 2 1/2' 2" 156.8 8' -7" 8-4" 2 1 /2" 2" 157.5 8' -6" 8' -4" 2 1 /Z' 2" 157.8 8' -6" 8' -4 2 1 /2" 2" 160.6 B' -3" 8' -3" 2 11f 2" 161.7 8-3" 8' -3" 2 1 /r 2" 164.4 8' -2" 8' -3" 2 1 /Z' 2" 165.2 8-1" 8' -3" 2 1 /2' 2" 168.1 8' -D" 8' -2" 2 11T 2" 168.7 7' -11" 8' -2' 2 112" 2" 170.0 7'-11" 8-2" 2 1 It 2" 175.6 7' -8" 8' -1" 2 112" 2" MAXIMUM DESIGN LOAD W (P.S.f.; MAXIMUM PANEL SPAN L (ft.) MINlMJM SEPARATION TO GLASS (in.) M sr • i• 176.6 7' -7' 8' -1" 2 1/2- 2" 180.3 7' -5" 8' -0" 2 1/2` 2" 185.0 7' -3" 7' -11" - 1/2" 2" 188.0 7' -1" 7' -9" 2 1 2" 192.5 7' -D" 7' -7" 2 1/r 197.2 6' -10" 7' -5" 2 1/2" 2" 199.1 6' -9" 7' -4" 2 1 /2" 2' 204.7 6' -7" 7' -Z' 2 1 /2" 2" 211.3 6' -4 6-11" 2 1// 2" 216.9 6-2" 6' -9" 2 1 / 2" 2" 221.6 6-1" 6' -7" 2 1 /c" 2" 226.3 5'-11" 6-8° 2 1 /2 1 2" r FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0 ELEVATION OF BUILDING MEASURED 0 BOTTOM OF SHUTTER, SEE TABLE 1 FOR MINIMUM SEPARATION FOR SPANS LESS THAN THE MAXIMUM ALLOWED. ►+ FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING. MEASURED AT BOTTOM OF SHUTTER. APPROVED AS COMPLYING WITH THE SOTIH FLO$I A !LDIN CODE DAT o �- 19 BY PRO T C.01TROL �D NIS:S, BUILDING CUDE COmpti 61 6 OFFICE ri ACCEPTANCE NO. 9W-'7 TABLE MINIMUM SEPARATION BETWEEN GLASS & BACK OF SHUTTER FOR A GIVEN SHUTTER SPAN "L ". FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ABOVE GRADE OF A GIVEN BUILDING. 30' -0' ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SHUTTER SPAN "L" (ft) MINIMUM SEPARATION (in.) 8' -9" OR LESS 2 1 /2" >8' -9" TO 9' -0" 2 9/16" >9' -0" TO 10' -D" 2 3/4" >10-0 TO 11-O" 2 15/16" >1 V -0" TO 12' -0" 3 1 /P' >12' -0" TO 13' -U' 3 5/16" >13' -0 TO 14' -O" 3 1/2" >14' -0" TO 15' -0" 3 11/16" TO 16-0" 3 7/8" DADE COUNTY IMPACT RESISTANT ACCORDION SHUTTER SCALE 4/7/94 1 L E C O INC. \ ROBINSON & SONS SHUTTER CO. DATE TILLIT TESTING & ENGINEERING COMPANY B MI N.W. 9651. 57. MIAMI. Fl. 33166 94 g 6595 N.W. 3641. St. Ste. 217. VPMIA GAP6Q+:, n. 53166 - -°j��� PY+'+ "e : C305 ?871 -15.X Fo.: (SU51E7t -t5_t t QP4WING NO / ttcr. w t>acar*tw arc t W.. r. pras*tu an WALTER A. TILLR 1r., P. E. SPN+s t0'3.'9s; a FLORICA Lic. # 44167 7 SHEET QF 6 (3) (4) 1 (5) b io n �? ! 1.679' �I i 125 (2) R.125 I R.O62 + 260 1.290' 1� .128 .9]0 �- r►.921' -� .312 -?� ►� T 18cr 1 I OETAfL _A7'� .679' .564' DETAIL _A _-i O HEADER - WALL MOUNTING & �? ,A SILL - WALL MOUNTING(INVERTED USE) • �2817' .785 .067' FULL R. -- - .062' - - 2BDr .oar 101' R .101° I 078' 0 078' 0 R .099" R .015 (2) DETAIL "Al" DETAIL "B" HEADER HEADER DETAIL BLADE MJ< t gI l OU = I I 328'- 0 62 5' N Ll \ 270 +' 0.531. 2_622' .0567 TAN-- ( �.-. 0 HEADERS -WALL MOUNTING o7r� (2) .125 q(4)I II © SILL r .os2 �'ff �R 093• .101' .D713 4 R .099" DETAIL "A" HEADER CEILING MOUNTING HEADER R .010 R .044 In .0567 TAN-- ILL F + A8d' TAN a 90 .452 +s �� .0or .DS2 (2) (D , SILL BOTTOM ADAPTER @ 180` STARTER 3.656' -+y 195 500' 375 375 (r I .295° Osr + +s.ss2 .457' 0.168' ,n 0.16$" LOUVER BLADE DETAI -L.1 BLADE 3 .so0 15G 1 .500 R.341' -- 27ol 07 T KAM 1n °° R.D: ch o; sfr L_ 'w3r 1.1 J MALE LOCK SLAT .094 1/4•- 20 S. S. THVMBSCREIVS DETAIL 180' STARTER SHALL BE Ain. 40 % OF SHUTTER LOCKING PIN R .010' E�) .300 R Mr L .tst7' 298' .16W 06S b O R .OD9" .220 R .OD7" • 1.00ar ��..al' DETAIL FEMALE LOCK I_ '281 -1 L--- 2.720 -J 2750' & MALE LOCK PLAN FRONT ELEVATION IQ FEMALE LOCK SLAT _ OUTSIDE LOCKER # 1 GENERAL NOTES: 1. A000RDION $HUM IIAS MEN DESX)NM IN ACCORDANCE WITH THE DOE COUNTY. 1994 EDITION " OF TM WIND YEi� CONSIDERED 15 1100mmaLh. IMPORTANCE FACTOR IS 1.05.' WITH SECTIONS 2315 k 2314 F43PECTNELY OF THE ABOVE MENTIONED WOE 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE / 14 x ?, NO-HT A9NDAUN SERIES FL 135.a Rat YIELD POINT a 1130 bt TENSILE STRENGTH. SCREWS SK BE OOATm WITH XYIAN 5000 SERIES UOROPOf YAtER COATINGS AS MANUFACTURED BY WHITFORD Co. BOX 507. WEST CHESTER PA. 19381. s ALL ALUMINUM EXTRUSIONS SHALL BE eons -76 ALLOY (UNLESS OTHERWISE ROM). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 50 ImH YIELD POINT AND 90 kat TENSILE STRENGTH 5. ALL ALtIMINUM POP RIVETS 70 BE 5052 AUAW" ALLOY WITH ALUMINUM MANDREL. e. BOLTS TO BE 2024 -14 AIJUWINUM ALLOY GALVANIZED OR SVOLESS STEEL WITH 35 kW MurMUM MNOAUM YIELD POW. 7. ANCHORS TO WAIL. SHALL BE AS FOLLOWS: (UNLESS OTPI RWISE NOTED) (A) TO EXISTING POURED CONCREZE: -1/4 o z t 11r OR 1/4 s x ? TAPCON ANCHORS, AS MANL?ABTURED BY I.T.W. RAMSET OR ELCO 9NDU5rRI93. INC. 1/4' I ■ 9 1/4' OR 114 4 = f RAWL ZAMAC NAIUN ANCHORS. AS MANUFACTURED BY THE RAWL PLUG COMPANY, NC. = 7/e' STAR 7T1MRN ANA OR //� 6 s 7 ff RNML CNJC -IN AS MANIJFACT RED B'/ STAR EXPAIN90N AND THE ROL PLUG COMPANY. INC. PECTIVELY. NOTES: A1) 1 i/4' TAPCON ANCHORS OR RAWL 7AMAC NALIN ANCHORS SWILL ONLY BE USED FOR t6MLATIONS DNrO I7P05ED oorcRErE WITH No srUCCD OR ANY FINISH. USE z TAPCON ANCHORS FOR CASES WHEN STLDCO EMT. ".2) 7/r = " AND � - = � E DD "� E�ED INTO E o =ENT 1 /4' 0-2D SCREMIS USED BHAU. BE r LONE MIDIMUN SHOULD STUCCO OM A.3) IN CASE TWLT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND pN THE 009M Ma OR At) A &L YU STRUCTURE 9ENND SLM ANEroxn B /MA6 ANCHHttS MENTIONED IN 7 /e FOR AN UL2). (B) To Eaa LNG CONCRETE BLOCK WAIL -114' • TAPCAN M04M AS MANUFACTURED BY LT.W. RAMSET OR ELCO INDUSTRIES. INC. -1/4' ► RAWL ZAWUC NAL.N ANC14M AS MANUFACTURED THE PAWL PLUG COMPANY. NC. AS tNfAlNIfF�ACMtD BY STAR DgANSDN ANZr ,= PUJO OOMPHA RESPECTIVE7Y. NOTES: EL 1 MUM EMBEDMENT OF WCON ANCHO iS, AND PAWL ZAMAC NAILIN ANCHORS INTO THE CONCRETE BLOCK UNIT SMALL BE 1 t /t. �) � MJ= UNITT.. 90 EMBEDMENT INTNO�STUUCOD SHALL BE .EaEIEDDID INTO �� s -2n SCREWS USM SHAD. BE 1 1/4' LONG MINIMUM SHOULD SrLK= EXIST AND r FoR WALL9 WITH NO STUCCO. 83) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE D9STINC WALL ANCHORS SHALL 13E UM ENOUGH TO REACH THE MAIN STRUCTURE BOW SUCH PANELS. TIONED' L BE i 1 /,C MINIMUM FOR ANCHORS MENTIG M IN 13.1.). a 7 /Pr (0) AN FOLLOWING ALL OF THE RECONE NOrnolls AND SPECIFX ATWIlS OF (D) ANCHORAGE TO WOOD FRAME 13U9.DIN.'S NOT COVERED ON TN6 DRAW= SHALL BE ENGINEERED ON A JOB BY JOB BASE. & of &(P. METALS. �� � K � ® & 0. & THE STAIM ©ARE UNDER THE PATENT 9. R SHALL 9E THE RESQONSnrY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE W►rERE sNrTrER s TO BE AT ACHED TO *IS= PROPER ANCHORAGE. 10. SHUnEn swi p SHALL BE PLAM ON THE EXPOSED SURFACE OF THE FEMALE LOCK SLAT (CI)MIM t T I ). ONE LABEL THE FOR EVERY OPeNM LABEL. SHALL READ AS FOLLOWS: ROBINSON 8 SON SHUTTER DO. MIAMI. FLORDA DARE COUNTY PRODUCT CONTROL APPROVED. COMPONENTS b >r .t25 3.780 � T L7.000 PLAN SIDE ELEVATION UK INSIDE LOCKER # 2 TIL1R TE=ND « ENtiINEERM COMPANY 85tlb N.W. Phwa : (305071-IM - An . (305)871- 11631N 1i18I WALTER A. TILUT Jr., P. E. FLORIDA UC. f 44167 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE oC DAT -r % _ 1n tea. BY PRODUCT CONTROL DIVISION BUILDING CODED COMPLIANCE OFFICE ACCEPTANCE N0.7 5'02-9• l� ASSA / ECONOMY ACCORDION SHUTTER ROBINSON & SONS SHUTTER CO. (A.S.S.A If 17) 84DD N.W. 96th. STREET MIAMI, FLORIDA 33166 DADE COUNTY SCALE 3/20/95 DATE 95 - 165 DRAWING No SHEET 1 OF 6 CONCRETE ANCHORS (SEE BCHETNA0 110 x T S. S. S. M S. W/ 3/87 . 5/8' LONG < , NYLON BUSHING. (Typ. TOP). /10x3 S, S. S. M.S. M� BUSION�(TLON)C - - -n t s. 6 x WALL MOUNTING INSTALLATION — SECTION A ftox1 /rs.s. OE'O.c CDNCRVE ANCHORS (SEE SCHEDULE) C s= POURED CONCRETE �i REQUIRED L / 10xTS. S. S. M.S. M /3/T • z S /B' LONG I NYLON BUSNENG {Typ.) +I- -SEE SCHEDULE FOR—« MINIMUM SEPARATION 'S TO GLASS OF DOSTING WINDOW ORS. G. D. I i I �Y F 7=7 POURED CONCRETE OR CONCRETE BLOCK MIUl REOkARED 1 POURED UIRED TE OMF WrL n EDGE OF SLAB TF APPUCABLE . �: Tr e S? POURED CONCRETE .m �r- ri i r REQUIRED —l%. � I SCHEDULE 1�7RI um" I SEPARATION 'S TO OiAm OF mom %low OR S. G. D. t s. 6 x WALL MOUNTING INSTALLATION — SECTION A ftox1 /rs.s. OE'O.c CDNCRVE ANCHORS (SEE SCHEDULE) C s= POURED CONCRETE �i REQUIRED L / 10xTS. S. S. M.S. M /3/T • z S /B' LONG I NYLON BUSNENG {Typ.) +I- -SEE SCHEDULE FOR—« MINIMUM SEPARATION 'S TO GLASS OF DOSTING WINDOW ORS. G. D. I i I ilox3'S.S.S. M.S. W/ 3/8' . x 0/87 LONG NYLON BUSHING. (TyP. TOP). r--�I OR® M. S. p 801704). WY/ 3/8' 4 x 7/g U NYLON BUSHING (Typ. ANCHORS WALL MOUNTING INSTALLATION — SECTION Al INSTALLATION DETAILS 5/6' HOLE TO INSERT SCREW 7HRU SILL INTO ANCHOR (REMOVABLE INSTALLATION) ()pyER WRH NYLON CAP. a 1XSS.S. S.M.S. 1i0 3/3 • x 7 />' LONG §g NYLON BUSHING. (TyP. BOTTOM). f 10 x 3 /x< S. S. OIrO.C. 7aEDGE OF SLAB /1 IF APPLICABLE u i POURED CONCRETE RETE REQUIRED OR OOOr�� BLOCK � WALL R,EOWRED 2.800' 1007 Min. 1 $ 0 -20 S. S S. M. S. /FULL PENETRATION INTO CONCRETE ANCHO TAMPIN/RAWL CALK -IN ANCHOR m SCHEDULE (SEE SCHEDULE). REMOVABLE FLOOR MOUNTING INSTALLATION SECTION 81 f 10x 1/ ? S. S. 0•'O.C. WEMIE N� >L F /11�� i� #10x1 S. S. S M. S. W/3 /r . x 6/� LONG NYLON I BUSHING (Typ.) • sT>: sTaNEONnN FOR NAN&W ISEPNGTIGH 'r NxAm or EIS womaw OR 10.0. i %10x1 /r S. S. 0T O. C. I 11 Y POURED ODNCREIE REQURED - CONCRETE ANCHORS (SEE SCHEDULE) �Y F 7=7 POURED CONCRETE OR CONCRETE BLOCK MIUl REOkARED 1 ilox3'S.S.S. M.S. W/ 3/8' . x 0/87 LONG NYLON BUSHING. (TyP. TOP). r--�I OR® M. S. p 801704). WY/ 3/8' 4 x 7/g U NYLON BUSHING (Typ. ANCHORS WALL MOUNTING INSTALLATION — SECTION Al INSTALLATION DETAILS 5/6' HOLE TO INSERT SCREW 7HRU SILL INTO ANCHOR (REMOVABLE INSTALLATION) ()pyER WRH NYLON CAP. a 1XSS.S. S.M.S. 1i0 3/3 • x 7 />' LONG §g NYLON BUSHING. (TyP. BOTTOM). f 10 x 3 /x< S. S. OIrO.C. 7aEDGE OF SLAB /1 IF APPLICABLE u i POURED CONCRETE RETE REQUIRED OR OOOr�� BLOCK � WALL R,EOWRED 2.800' 1007 Min. 1 $ 0 -20 S. S S. M. S. /FULL PENETRATION INTO CONCRETE ANCHO TAMPIN/RAWL CALK -IN ANCHOR m SCHEDULE (SEE SCHEDULE). REMOVABLE FLOOR MOUNTING INSTALLATION SECTION 81 f 10x 1/ ? S. S. 0•'O.C. WEMIE N� >L F /11�� i� #10x1 S. S. S M. S. W/3 /r . x 6/� LONG NYLON I BUSHING (Typ.) • sT>: sTaNEONnN FOR NAN&W ISEPNGTIGH 'r NxAm or EIS womaw OR 10.0. i %10x1 /r S. S. 0T O. C. I 11 Y POURED ODNCREIE REQURED - CONCRETE ANCHORS (SEE SCHEDULE) �u CONCRETE -�- POURED UIRED TE OMF WrL n EDGE OF SLAB TF APPUCABLE . �: Tr .m �r- ri i r 0 10x7 S.S.S. M.S. M 10N BISHNG /(TYP )• f10xTS.S R �7� S M S M x �i8 NYLON BUSHING. (Typ. BOTTOM). / r ai = iY r is j10x3 /4'&S. �— • 6. O. C. -- _ 7/7-qEDGE SLAB F APPLICABLE CONCRETE ANCHOR (SEE CEILING & LOOR MOUNTING INSTALLATION -� SECTION B n� L R (OOH TESE CONCRETE ANOIDRS (sm 11CIC x.E) r xTOR 0 OR5x.12W ALLNxWM ANGLE t ooNr Mh 1/O . -20 S. S. BOLTS W/NIR It N.ASHER • 1ro.a f 10x T S. S. 3/T . x 11f LONG NYLON BUSHNL. (TyP TOP). I x 3/6 Lc NYLON I BUSHING (Typ.) ISEE SCHEDULE FOR MINIMUM I SEPARATOH 'S 'M CLAW OF I EXISTING WINDOW OR S. G. D. �Y / �, W/ 3/8" i x �Ir M S LONG NYLON BUSHING. (Typ. 88TT04 1 N/NU; k O BOLTS ? z 3'�IN� ALNC5L.6= .123 I I h - IA % ALTERNATE WALL MOUNTING INSTALLATION (OFFSET) — SECTION C E ; .. SEE NOTES ON LOCKS a? - ON SHEET 3 OF 6 FOR G LOCK REQUIREMENTS t 3 rn = W APPROVED AS COMPLYING WITH THE N W I SOUTH FLORIDA BUILDING CODE Q �� F 3 DAT CT R 19� BY PRODUCT CONTROL DIViS-ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOR-�i-63 29- I1 L_,,•'3 a -2o S. S. BOLTS` W/NLR Q TIO�SHER • \ If 0. C. ALTERNATE V 7 = AL MINUM x .123' LE WALL MOUNTING INSTALLATION (OFFSET) — SECTION Cl / IOxr S.S.S. M.S. W// 3/3 . "Z&- LbNG Or (Typ. BOTTOM). TYPICAL ELEVATION ASSA / ECONOMY ACCORDION SHUTTER �. 10 x 3/r s. s. •e'0. C. T M0I Nc. MLLJT TESTING a ENOINEEWNO COMPANY LM NW ]ew. 1. xn 217. vR.0 "WOM. ROAN 331M Phan• . (JdSWI -1S3D . I= : (=)571 -1531 WALTER A. TILLrt Jr.. P. E. FLORIDA Lie. / 44167 ROBINSON & SONS SHUTTER CO. (A.S.SA. # 17) 8400 N.W. 96th. STREET MIAMI. FLORIDA 33166 DADS COUNTY 3/20/93 DATE 95 — 165 - DRAWING No SHEET 2 OF 6 i I GLASS Zi ---- �--------- - - - --� � -- — — --------------- - CONCRETE ANCHORS ;^ CONCRETE ANCHORS • 9' 0. C. 0 9'0.C. Io T F Lr K # C & OOROOR @OR ®OR@ Q n o .. i i n Q F POURED CNOCRETE OR BLOCK WALL REQUIRED x r x .125 OR S x 3 x .090' ALUMINUM TUBE (6063 -TS ALLOY) 3/18" s Alum. POP/ RAfETS OR j► 14 x 3/4 S. M. S. O 5 0. C. (Typ) SECTION E 0 HOLE LOCKING BOLT O(ALTERNATE TO O) * I I - - - -- - - -- r� I- - - - -J ,'xfx.125ConL Alum. ANGLE (6063 -78 ALLOY) 1 1 L 1' x i' it .125 Cent Alum. ANGLE (6063 -T6 ALLOY) SECTION E1 (AI.TERWRE TO ku) SECTION D NOTE : SEE N070 ON LDCKS ON THIS SHEET. VAUD ALSO FOR SECTION E1 AND ONE SIDED SHUTTER. (ALTERNATE To O) * (4) 3 /1b' • Ahm. POP RIVETS OR f 14 x 31,C S. M. S. (Tip.) 2 ANCIiORS EACH ANGLE POURED CONCRETE / REQUIRED BLOCK WALL !/ REQUUtED 1 1/r x 1 1lr OR OFFT: rxZ. ORrx2rOR rxCORrx5x.125 ALUMINUM ANGLE (6063 -T5 ALLOY) OR14 x 314' S. M. S. 3/16' 0 ALUMINUM POP RIVETS O 9 0. C. 0 HOLE LOCKING BOLT ©&@000R ®011® OR O(/U.TERtI,41E TO O) * NOTES ON LOCKS : • INSIDE LOCKER (E)OR OUTSIDE LOCKER QSHALL ALWAYS BE USED FOR ANY SPAN AT INSTALLATIONS WITHIN THE FIRST 30 fM OF BOLDING. AND FOR - SHUTTER SPANS GREATER THAN B'-0'. FOR INSTALLATIONS ABOVE 30 FEET ELEVATION OF 8 NC MEASURED AT BO F SHUTTER.: ' INSIDE LOCKER Stall BE TT*JCHED TO Qq &< BY MEANS OF Z THUMB . OU751DE LOCKER J SUSINd E ATTACHED THRU ®k(I� i/4' 0-20 S. S. SIDEWALK BOLT 7 /8l WING NUT ONLY WHEN USING LOCKER. j. FOR INSTALLATIONS WITHIN THE FIRST 30 FEET ELEVATION OF MEASURED AT BOTTOM OF SHUTTER AND IN ADDITION TO ERHER�Q_ USED LOCKERS. A REGULAR T LOCK MAY BE USED FOR SECU PURPOSES AT ANY DESIRED LOCATION OF CENTERMATE (INSIDE OR OUTSIDE). WHEN USED INSIDE. MINIMUM SEPARATION TO CLASS SHN L AM BE VERIFIED FROM THE TIP OF SUCH T LOCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION D (WHICHEVER S MORE CRTTCAL). b). FOR INSTALLATIONS ABOVE 30 FEES ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER AND SH R SPANS UP TO W -G'. ONE T LOCK MAY BE USED IN LIEU OF LOCKERS (01 R J@AT MMWMI OF CENTOWTE FACING OUTSIDE OR INSIDE. WHEN USED INS W- MINIMUM SEPARATION TO GLASS SHALT. ALSO BE VERB FROM THE TIP OF SUCH T LOCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION D (WHICHEVER IS MORE CRITICAL). I � I CONCRETE E BLOCK WALL '115 x,, r OR 1 1/r x r 2rxrORrx30R r VORrxrx. ALUMINUM ANGLE (6063 -76 I1LL01� / 14 x 31e S. M. S. 7!R 3 16' • ALUMINUM POP NETS • 9 0. C. ONE SIDED SHUTTER: END CONNECTION DETAIL T x7 x.,25 OR r x TUBE E POST '090r Num. ST APPROVED AS COMPLYING WITH THE O SOUTH FLORIDA BUILDING CODE r x r x .125 x TUBES SIZE DAT CT b 19 Alum. ANGLE (2 REQUIRED) y x (6063 -Ts ALLOY) BY PRODUCT CONTROL DIVIS Oil 1• 1• BUILDING CODE COMPLIANCE OFFICE Y ; ACCEPTANCE No 9.5 -692q. 171 EDGE OF SLAB ISOMETRIC (Typ. AT TOP (CORNER POST) & eorroM SLABS) DADE COUNTY ASSA / ECONOMY ACCORDION SHUTTER �AIX 3/20/95 FIIEC01 N e . ROBINSON do SONS SHUTTER CO. DATE (A.S.S.A. # 17) TILUT TUMO t DMWEERINO COMPANY 8400 N.W. 96th. STREET 95 — 165 1305 ►LM. xm 3c. 3e.. 217. vllMM WmOIS. no►a.33M MIAMI. FLORIDA 33166 RI.m.: (3m)s » -I= . Ia. • (M)871 -IWI DRAWING No xflr.ID o0coma Mn mv.I% awarna M1[ WALTER A TILLIT Jr.. P. E. - - ± SNtET 3 OF 6 1 /4'fxTLow LAG SCREWS O W 0. C. W/ 1 117' Min. PENETRATION TO EXISTING WOOD HEADER Alum. ANGGLLE (W63 T6 ALLOY. -- i 10 x r 0 x 5 S. M S. fi/ 3 NYLON 0 x USHI / F LONG .% BUSHxNO. h.- \ -SEE SCHEDULE FOR MINIMUM- SEPARATION 'Sr TO GLASS OF EXISTING WINDOW OR S. G. D. ? S. M. S.W /3H'0 x 7 /ir LONG NYLON BUSHING. (Typ. BOTTOM). NEW P. T. A x F Cont. (2) 1/4' 0 x _' LAG SCREWS O EACH STUD (MIDWITH OF STUD) AND W/ 2' MIn. PENETRATION INTO STUD ALTERNATIVE 1 p 0 WOOD TRUSSES OR + 1i r 0. 1 w /6( )T 5%19' 171C 1/4 20 S. S BOLTS O RAFTER O 24' C. -LAG SCREWS TO EAC" tt 0. C. W/ 0. O. REQUIRED WITH NYLON CAP. • INSTALLATION DETAILS ON NUT do WASHER ? 4i W 3 z /8' EXISTING WOOD BUILDINGS (6063-TS ALLOY. AAlumx. 3' OR ( x II 3 � I S /B' HOLE TO INSERT Il PENCMMON� B SCREW THRU SILL INTO W/ 1/4' 0 x 1 1/7' \ LAG SCREWS O r O. C. BUSHING (REMOVABLE 3 /!F 0 x 5/6' LONG GLASS OF EXISTING INST.) OR LAC SCREW S. M. S W /3/117 0 WINDOW OR S. G. D. FIXED LAST.) COVERT aH NYLON CAP. 0 IL n LAG SCREWS O E G. C. t-U—� 14 x S. M. 5. O A' 0. C. NOTES: S' S. S B 5 WITH MEAN ROOF "EIGHT 1 INSTALLATION -5 ARE ONLY VALID FOR BUILDINGS LE :S OR EOVAJ_ THAN ti FEET AND W -11 Mox. SHUTTER SPAN. . /8' 0 S. M. . S. W /3 / x S/8 LONG NYLON / 2 NEW < w 6' F. TO BE SOUTHERN PINE No. 2. SURFACED DRY WITH % M. M. C. W/ SPECIFIC DENSITY OF 0.55. Fk Bus"wG (Typ-) 19 3. FOR NEW WOOD FRAME CON+TRUCTION: WOOD MEMBERS TO BE SOUTHERN .c 10 x 1/Y S, m PINE Na. i. w/ SPECIFIC DENSITY OF 0_55 OR EQUAL O 6' 0. C. III EE SCHEDU E--� u n TEXISTING Nun. SEPARATION rl °° TO GLASS OF C ORS. G. D. - 1 /4'fxTLow LAG SCREWS O W 0. C. W/ 1 117' Min. PENETRATION TO EXISTING WOOD HEADER Alum. ANGGLLE (W63 T6 ALLOY. -- i 10 x r 0 x 5 S. M S. fi/ 3 NYLON 0 x USHI / F LONG .% BUSHxNO. h.- \ -SEE SCHEDULE FOR MINIMUM- SEPARATION 'Sr TO GLASS OF EXISTING WINDOW OR S. G. D. ? S. M. S.W /3H'0 x 7 /ir LONG NYLON BUSHING. (Typ. BOTTOM). NEW P. T. A x F Cont. (2) 1/4' 0 x _' LAG SCREWS O EACH STUD (MIDWITH OF STUD) AND W/ 2' MIn. PENETRATION INTO STUD ALTERNATIVE 1 p 0 iY 4 z 768' + 1i r 0. 1 w /6( )T 5%19' 171C 1/4 20 S. S BOLTS O /13%>� L G NYLON BUSHING. C. -LAG SCREWS TO EAC" tt 0. C. W/ (Typ. BOTTOM). WITH NYLON CAP. RAPPER OR TRUSS. LOCATE NUT do WASHER ? 4i W 3 z /8' �- (6063-TS ALLOY. AAlumx. 3' OR ( x II 3 � NOW //rsx11 � NEw P.1. r x � ca+t . S. '11C WOOD TRUSSES OR RAPIER O 24' 0. C. REQUIRED 'r x 116' (Min.) 51Ir HOLE TO INSERT SCREW THRU SILL INTO 1 w /6( )T 5%19' 171C BUSHING (REMOVABLE MST.) OR LAG SCREW -LAG SCREWS TO EAC" (nxED NST.) COVERT 2 :9 WITH NYLON CAP. RAPPER OR TRUSS. LOCATE 0 ? 4i W 3 z /8' AWTOMOD RI LONG NYLON B7/ USHING. cryp. BOTTOM). II EX�ISTn'IG MMES I W/ 2'mM'n+.NOMINAL Il PENCMMON� B l W/ 1/4' 0 x 1 1/7' \ LAG SCREWS O r O. C. S. t0xT S. S.S.M S. 3 /!F 0 x 5/6' LONG f 10 x 7 S. S.- NYLDN BUSMNG. TOP). :% S. M. S W /3/117 0 x 5/i NYLON A Pt EIUSFONG (I:., 5/e' HOLE TO INSERT SCREW THRU SILL INTO BUSHING (REMOVABLE HST.) OR LAG SCREW (Fl%ED INST) COVERT LEA YIfTH NYLON CAP. �g /10xrS.M.S. III/ 3 /Er 0 x 7/8' m LONG NYLON BUSHING. (Typ BOTTOM). ';/4' S. S. O 8' 0. C. j10x1/fl'S.S. O !T 0. C. (2) 1 14' 0 x Ir LAG SCREWS O EACH STUD (NDWIIH OF STUD) AND W/ A Min. PENETRATION INTO STUD • NOTE• ALTERNATIVE 2 )N S O 0. G IN 0 T/4 1 11 1 1 1 S. O 0. 0. C. NEW Y x , P T. COe+t WOOD PLATE W/ (:) 5/16 O x S LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MDWIDTH OF DUSTING WOOD MEMBER, (7' ►tin. NOIJNAL WIDTH) W/ 7 Mn. PENETRATION. 7 S. S. S. M. S. f 0 x 5/6' LONG BUSHING. (Typ. TOP). • NOTE: FOR INSTALLATIONS THAT NEED NOT TO BE REMOVABLE FOR tNSTAL.LAMONaS THAT NEED NOT TO BE REMOVABLE USE 114 0 x 1 1/2 LAG SCREWS O G O. C. USE 114' 0 x 1 112' LAG SCREWS O 6 0. C. CEILING & FLOOR MOUNTING INSTALLATION CEILING & FLOOR MOUNTING INSTALLATION SECTION B - SECTION B 1 CLASS OF DUSTING _ WINDOW OR S. 0. D. # 14 x 31r S S S /8' HOLE TO INSERT S. M. S. O Ir 0. C. SCREW TH (REMOVABLE SILL INTO PPyll : ' ' • ' INSTT..)INORLAG SCREW CL to I10x3' S. S. S. M. S. *' 3/6r 0 x 7 /fr LONG NYLON BUSHING. (Typ. BOTTOM). 1' x 4' x 1 /!t (Min.) 6063 -75 Abam. TUBE (Cunt) W/ (2) t/a 0 x S LAG SCREWS O EACH STUD (MIDWIOTH OF STUD) AND W/ A Min. PENETRATION INTO EXISTING STUD. ALTERNATIVE 3 WALL MOUNTING INSTALLATION (OFFSET) - SECTION A Im .Im 10x1 /f& 0 6. O. C. ALTERNATIVE 4 (FIXED (HST.) COVERT WITH NYLON GAP. iiiddd 10 x 7' S. M. S. i1 J 3/ir 0 x 7//8 _ 1, LONG NYLON BISHNG. BOTTOM). 1 /4' #An S. S. BOLTS O 12 0. C. W/ NUT O WASHER 7wfOR OR 3'x 125' Alum. ANGLE (6063 -T8 ALLOY. 1' x 0 x 1/B' (M'n.) 6063 -TS Alum. TUBE (Cant.) W/ (2) 1/s 0 x S LAG SCREWS O EACH STUD (MIDWIDT" DF STUD) AND W/ X 16n. PENETRATION INTO E:XISTNG STUD. L E C o -7 TILUT TESTING 4N ENOTNEERING COMPANY ISO_ Kw WO a, So. x17 V=D4% Q=D1S. ILDpOA 33161 Phon• : (306)6)I -1650 . Fo. : PO)L11 -1631 wALTER A TILLIT Jr.. P. E. FLORIDA Lk. / 44167 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA dGT E _o BY PRODUCT ONTROL DIV!S`.ON BUILDING •CODE COMPLIANCE OFFICE ACCEPTANCE NO.aS'Dq�I. I DADE COUNTY ASSA / ECONOMY ACCORDION SHUTTER SCALP 3/20/95 ROBINSON & SONS SHUTTER CO. DATE (A.S.S.A. # 17) 8400 N.W. 96th. STREET 95 - 165 MIAMI. FLORIDA 33166 ■►. DRAWING No xv. Ne ecexmnae llvvx r lOSdR10x d'< I - 3 SHEET '4 OF 6 51Ir HOLE TO INSERT SCREW THRU SILL INTO BUSHING (REMOVABLE MST.) OR LAG SCREW (nxED NST.) COVERT 2 :9 WITH NYLON CAP. 4v 0 ? 4i W 3 z /8' LONG NYLON B7/ USHING. cryp. BOTTOM). 10 x 3/4' S. S. • NOTE: FOR INSTALLATIONS THAT NEED NOT TO BE REMOVABLE FOR tNSTAL.LAMONaS THAT NEED NOT TO BE REMOVABLE USE 114 0 x 1 1/2 LAG SCREWS O G O. C. USE 114' 0 x 1 112' LAG SCREWS O 6 0. C. CEILING & FLOOR MOUNTING INSTALLATION CEILING & FLOOR MOUNTING INSTALLATION SECTION B - SECTION B 1 CLASS OF DUSTING _ WINDOW OR S. 0. D. # 14 x 31r S S S /8' HOLE TO INSERT S. M. S. O Ir 0. C. SCREW TH (REMOVABLE SILL INTO PPyll : ' ' • ' INSTT..)INORLAG SCREW CL to I10x3' S. S. S. M. S. *' 3/6r 0 x 7 /fr LONG NYLON BUSHING. (Typ. BOTTOM). 1' x 4' x 1 /!t (Min.) 6063 -75 Abam. TUBE (Cunt) W/ (2) t/a 0 x S LAG SCREWS O EACH STUD (MIDWIOTH OF STUD) AND W/ A Min. PENETRATION INTO EXISTING STUD. ALTERNATIVE 3 WALL MOUNTING INSTALLATION (OFFSET) - SECTION A Im .Im 10x1 /f& 0 6. O. C. ALTERNATIVE 4 (FIXED (HST.) COVERT WITH NYLON GAP. iiiddd 10 x 7' S. M. S. i1 J 3/ir 0 x 7//8 _ 1, LONG NYLON BISHNG. BOTTOM). 1 /4' #An S. S. BOLTS O 12 0. C. W/ NUT O WASHER 7wfOR OR 3'x 125' Alum. ANGLE (6063 -T8 ALLOY. 1' x 0 x 1/B' (M'n.) 6063 -TS Alum. TUBE (Cant.) W/ (2) 1/s 0 x S LAG SCREWS O EACH STUD (MIDWIDT" DF STUD) AND W/ X 16n. PENETRATION INTO E:XISTNG STUD. L E C o -7 TILUT TESTING 4N ENOTNEERING COMPANY ISO_ Kw WO a, So. x17 V=D4% Q=D1S. ILDpOA 33161 Phon• : (306)6)I -1650 . Fo. : PO)L11 -1631 wALTER A TILLIT Jr.. P. E. FLORIDA Lk. / 44167 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA dGT E _o BY PRODUCT ONTROL DIV!S`.ON BUILDING •CODE COMPLIANCE OFFICE ACCEPTANCE NO.aS'Dq�I. I DADE COUNTY ASSA / ECONOMY ACCORDION SHUTTER SCALP 3/20/95 ROBINSON & SONS SHUTTER CO. DATE (A.S.S.A. # 17) 8400 N.W. 96th. STREET 95 - 165 MIAMI. FLORIDA 33166 ■►. DRAWING No xv. Ne ecexmnae llvvx r lOSdR10x d'< I - 3 SHEET '4 OF 6 7 x 8 Corti. WOOD HEADER REQUIRED 11-C# x 3 LONG LAG SCREWS O Ir O. C W r 1 /7 Min. PENET MOM TO EXfS�NG WOOD HEADER. / tOx3'S.S.S.M.S ki / 3/iA x 511r LONG NYLON BUSHING. {flyp. TOP). S. 10xT S. S. ML S. W/ 3 /IT' 0 x 5 /a' LONG NYLON I' BUSHING. (Typ.) u F OT111A ILE MASS F WINDOWOR�SL. (A D. WALL MOUNTING INSTALLATION — SECTION Al SEE SCHEDULE FOR MINIMUM SEPARATION 'S TO CLASS OF E70STING wlNDow OR S. G. D. ALTERNATIVE 1 j 10 x 7 S. S. S. M. S. NYLON BUSHING /(iyp. BOTTOM). Nt1M P. T. r x r cwL EACH SPUD • O MI M OF STUD) AND W/ r Min. PENETRATION INTO STUD INSTALLATION DETAILS ON EXISTING -WOOD BUILDINGS 1/4' • x T LONG C. W/ 11/�Min.�E PEN PATION TO EXISMG WOOD HEADER. 3/6" 0 x 5%� M. S. LONG NYLON BUSHING. (Typ. TOP). ---I 3 ri WOOD HEADER REQUIRED SCHEDULE FOR MINIMUM — SEPARATION 'S' TO GLASS OF EXISTBLG WINDOW OR S. G 0. ! 7• x 3/,r S. S. S. M. S. • ti O. O. L—J WALL MOUNTING INSTALLATION (OFFS S.1M.I S x / 3/w • x 5/8' LONG NYLON BUSHING. (TYP.) 10x r S. S.S. M. S. X.t :~ �/ 3/S • x 7/r LONG NYLON BUSHING, (TYP• BOTTOM). Y f x t x 11ir (MM,) 6063 -15 Num. TUBE (Copt) M/ (2 1/� • . C LAG wan t EACH (WDWIDTN OF STUD) ALTERNATIVE 2 AND W/ r IL PENErMITON W10 DMAM STUD. r 1' x Zr x 7 /rT' (Min.) 6063 -75 ALLOY ALUMINUM TUBE Coral. '1'r 0 x 'r LONG LAO SCREWS O 8' O. C. W1 1 112" Min. PENETRATION TO// EXMING WOOD HEADER 10 - LbNG /NYLON BUSHING 1 tTYP. TOP). —� 10x3* LS. M. S.w /341 • x 5 /S• LONG NNYnLON I TSEE� 1 WOOD HEADER REQUIRED SCHEDULE FOR MINIMUM SEPARATION 'S GLASS OF EXISTING WINDOW OR S. G. 0. ALTERNATIVE 3 I COnt EQUAL TO 1 ALTERNATNE 2 NEW P.T.f x C Cmtw 114 • x S LANG LAG 0 6 O. C. W// 1 1/7 Yin. PENETRATION TO EXISTING WOOD HEADER. LANG NY�LON BIJSHMG. S j (Typ, TOP). ---n J L=.6� V WOOD HEADER REQUIRED SCHEDULE FOR MINIMUM SEPARATION 'S- TO GLASS OF EXISTING WINDOW 'OR S. G. 0. n =1L Ca INC. TLLIT TESTING t ENGINEERING COMPANY SECTION A2 NW 351h t ��1 -- "'�'_ 1"�� "'p FLORIDA J44157 E. ALTERNATIVE 4 >; w `s. w S. 0 x 5�5 NC OT�i) "N` Cont EQUAL TO ALTERNATIVE 1 JG itOY.EQ id L'OMPLYING MIM THE SOUTH FLORIDA BDYLOING CODE . DST c7o 19CLi.. BY PRODUC ONTROL DIV.IS.ON. r:CE BUILUING CODE COMPLIANCE 0"u-7— ACC >�Ite'6i1, Yt?9 9 • I`7 DADE COUNTY ASSA / ECONOMY ACCORDION SHUTTER SCALE ROBINSON & SONS SHUTTER CO. 3 /DATE (A.S.SJL. # 17) 8400 N.W. %tn. STRUT 95 - 165 MIAMI, FLORIDA 33166 xv. x9 Mmmw aat xn. F eoe.ns= yn I DRAWING No SHEET 5 OF 6 i f �U I i MAXIMUM DESIGN LOAD MAXIMUM PANEL SPAN 'I! (ft.) MINIMUM SEPARATION 'S' TO GLASS On.) CEILING MOUNTING DESIGN LOAD INSTALLATION INSTALLATION 45.1 12' -0 13' -0 4 2 1/r 47.8 12' -0 12' -8' 4 2 1/1- 49.0 12' -Or 12'-V' 4 2 1 /r 50.5 12'-0 12' -4 4 2 1/r 52.0 12' -0 12' -r 4" 2 1/r 52.4 12' -0 12' -1' 4 2 1/r 55.0 11' -10 11' -10" 4 2 1/4 55.2 11' -10 11' -10 4 2 11,C 55.6 11' -4' 11' -9` 4' 2 1/4' 57.2 11' -4' 11• -7' 4 2 1/4" 58.6 11' -4' 11' -5' 4 2 1/4 58.8 . 11' -4' 11' -5 4 2 1/4 59.5 / 1' -4' 11' -4' 4 2 1/4 59.7 11' -4' 11' -4 4. 2 1/8' 61.5 1 t' -r 11• -r 4 2 1/8' 81.8 4 11' -1' 4 2 1/8' MAXIMUM DESIGN PRESSURE RATING "V�' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS. 1N ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING. THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND - NEED NOT TO BE CHECKED. MAXIMUM DESIGN LOAD (P.9.0 MAXIMUM PANEL SPAN 'L' (ft.) MINIMUM SEPARATION `S" TO GLASS (in.) CEILING MOUNTING DESIGN LOAD INSTALLATION INSTALLATION 61.9 11' -1" 11' -1' 4 2 118' 63.4 11' -0" 11-0 4 2 1/8' 63.6 11' -0 11' -0' 4 2 1/8 63.7 11'-0 11' -0 4 2 118 66.9 10-8 10' -8 4" r 67.0 101-8 10' -8 4' r 67.5 10' -8 10' -8 4' r 70.1 10' -r 10' -6' 4' r 71.1 10-5' 10' -'S 3 1/r 2' 71.4 10'-4 10' -4' 4' r 71.5 10' -4' 10' -4 4' r 72.9 10' -3 10' -8 4 r 75.1 r -r 9' -r 3 1/f 2" 752 10-1` 10' -1' 4` r 75.3 10' -r 10' -1" 4 r 77.0 4 9' 3 1/2' r MAXIMUM DESIGN PRESSURE RATING "VIP' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. MAXIMUM WALL MOUNTING WALL MOUNTING CEILING MOUNTING DESIGN LOAD INSTALLATION INSTALLATION INSTALLATION 'W (P.S.f.) AT TOP & BOTTOM AT TOP & BOTTOM TOP & BOTTOM 78.8 (TO CONCRETE) (TO MASONRY) (TO CONCREM 7' 1107E 1 NOTE 2 NOTE 3 NOTE 1 NUM 2 NOTE 3 NOTE I NOTE 2 $ME 3 FROM g' g° 9' g' 8 r . 9' 9" 9" 45.1 TO 61.8 86.2 9" 9' 9 9r 6' 5' 9' 131' 9" 61.SFROM75.3 9' -5 9' -5 3 1/r 2' 88.5 9' -4 9' -4' 3 1/r f FROM 9' 9' 3 1/r r 90.8 9' -r 9' -r 3 1/f r 75.3 TO 91.4 r -r 9' -r 3 1/f 2" 927 9-1' 9' -1' 3 112- r FROM 9" 6" 8 r 4 4 9' r r 91.4 O 120.0 ANCHOR SPACING LEGEND (1) Max. ANCHOR SPCG. VALID FOR SPANS OF 5' -0 OR LESS. (2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 5' -0 TO W -G'. (3) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 8' -6" TO Max. ALLOWED. EDGO F A MAXIMUM DESIGN LOAD MAXIMUM PANEL SPAN ' L' (ft.) MINIMUM SEPARATION "S' TO GLASS (in.) i a • a 77.5 9' -11' 9' -11' 3 1/r 2" 78.8 9' -10" 9' -10 3 1/r 7' 80.7 9-9" 9' -9" 3 1/r 7' 81.5 9' -8 9' -8 3 1/r r 82.5 9' -8 9' -8 3 1/r r 83.4 9' -7" 9' -r 31 /r r 86.2 9' -5 9' -5 3 1/r 2" 86.7 9' -5 9' -5 31 /r r 86.8 9' -5 9' -5 3 1/r 2' 88.5 9' -4 9' -4' 3 1/r f 90.3 9' -3" 9' -3' 3 1/r r 90.8 9' -r 9' -r 3 1/f r 91.4 r -r 9' -r 3 1/f 2" 927 9-1' 9' -1' 3 112- r 93.8 9' -0 9'-0 2 7/8 r 94.8 9'-Or 1 9-Or 2 7/8 r • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -If ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. a FOR SHUTTERS INSTALLED ABOVE 30' -0 ELEVATION OF BUILDING. MEASURED AT BOTTOM OF SHUTTER. . S - ANCHOR SPACING GIVEN ON SCHEDULE STAGGERED ANCHORS ANCHORS USED W/TRACK 'A" (TOP & BOTTOM) SHALL BE INSTALLED STAGGERED AT Max. SPACINGS INDICATED ON SCHEDULES. MAXIMUM DESIGN LOAD MAXIMUM PANEL SPAN ' L` (ft.) MINIMUM SEPARATION 'S TO GLASS (in.) 2 7/e > 9' -0 TO 10' -U' 3 �1 /r > 10' -Of TO 12' -0 96.6 8'-111 8'-11" 2 7/8' 96.8 8' -11' 8' -11' 2 7/8" 2" 97.7 8' -10 8' -10° 2 7/8" 2' 1005 8'-9" 8' -9" 2 7/8` 7' 1015 8' -8 8' -8 2 7/8" 2' 103.7 8' -7" 8' -r 2 7/8' r 106.5 8' -6` 8' -6" 2 7/8 2" 108.8 8' -5' 85" 2 7/e" r 110.6 8' -4' 81-4" 2 7/8' 7' 111.0 8' -4' 8' -4" 2 7/8' 2' 114.1 8' -r 8' -r 2 7/8' r 116.5 8' -2* 8' -r 2 7/8' r 116.9 8' -1° 8' -1' 2 7/8' r 117.6 8'-1' 8'-1' 2 7/8' r 119.7 8-0 8'-0 2 7/8" r 120.0 8'-0 8'-0 2 7/8' r TABLE 1: MINIMUM SEPARATION 'S' BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN "0. FOR SHUTTERS INSTALLED WITHIN THE FIRST 30'-0' ABOVE GRADE OF A GIVEN BUILDING. 30' -(r ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION `5' TO BE MEASURED AS INDICATED ON SECTION D. SHEET 3 OF 6. SHUTTER -SPAN 'L' (ft.) MINIMUM SEPARATION 'S' (in.) LESS OR EOUAL THAN 9' -0` 2 7/e > 9' -0 TO 10' -U' 3 �1 /r > 10' -Of TO 12' -0 4 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE pp DAT r- _ 91� BY PRODUC NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE : ACCwrANCE NO, 09929 --0 DADE COUNTY :W� a: IZ II • ./� Q 4 5 �e -o`�7 fkoc7W -.,-f KOY ME 4 X01 VIN.ei" 31rowlm - q�_p8tb.07- h c�(rrM FLAN SNI -t?? 44-11227-02 G 1�7P¢.rlWPA MU e- ��•(r- qZ— o'318.9 . 8a. gAl -f,Ma tiu u-rT�� szos.s. uP— sHU1"idst- ' (o 1q,902E - 371 N� "movED 81: DRAWN Br AGN SCALES IJ:1. PIEVISrD DA ?S�s /$ yr IzvF3l-t.IsoN 'DNS' sNW ?-r"P 04CO NUAM(, F!., 3'Slloli CMWIN4 NUMBfiR M6�RODADE METROPOLITAN DADE COUNTY, FLORIDA ® METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130 -1563 Robinson & Sons Shutter Company 8400 N.W. 96 Street Miami, FL 33166 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of: Aluminum Accordion Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant (for listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3.. This approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 94-0816.02 luz�4 Expires: 10/31/97 r tl Dla n , P.E. roduct Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE CON WMEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. A anger, Director Building Code Compliance Dept. Approved: 10/31/94 -1- Metropolitan Dade County Robinson & Sons Shutter Co. ACCEPTANCE NO.: 94- 0816.02 APPROVED ; OCT 3 1 1994 EXPIRES : � OCT 3 1 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an aluminum accordion type shutter designed to comply with the South Florida Building Code "Impact Test" requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non - coastal building zone. 1. 1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1 Main blade (Part J) is 5.375" x.062" thick, constructed as indicated on approved drawing No. 94 -91 Sheet 1 of 6, using extruded aluminum alloy 6063 -T6, which is also used for the auxiliary slats and rest of the components, which shall be constructed as indicated on the same drawing. 2.2 Blade pins shall be #14 x 3" Grade 410 -HT, Stainless Steel Sheet Metal Screws with Xylan 5000 series fluoropolymer coating. 2.3 Tested specimen: 2.3.1 Dimensions: 48" wide x 108" long overall. Blades were 105" long. 2.3.2 Dimensions: 50" wide x 192" long overall. 3. LEWrATIONS 3.1 Maximum blade height or span: See Design Pressure Rating and Maximum Span Schedule on Drawing No. 94 -91, Sheet 5 of 6. 3.2 Minimum separation between glass to be protected and shutter: See Table 1 on Drawing No. 94 -91, Sheet 5 of 6. 3.3 Special requirement: 3.3.1' A maximum of .250" clearance is allowed between bottom of blade and top.of sill and top blade and bottom of header. 3.3.2 Locking rod angles and lock shall remain attached to shutters at all time, secure tightly with thumb screws and activate lock during hurricane warning. 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4. 1.1 Wall Mount Every fourth blade hangs from a set of double rollers mounted in a roller housing that glides on the track of the (Header Part A), every blade has a pin at the top and the bottom consisting of a stainless steel screw and a nylon bushing that slide on either side of the header (Header - Part A) and the sill section (Sill - Part D), which are each anchored directly to the wall, as shown in Section A "Wall Mounting Installation" on Dwg. No. 94 -91 Sheet 2 of 6. Y�A Gil Diamond, Supervisor Product Control Division -2- Robinson & Sons Shutter Co. ACCEPTANCE NO.: 94- 0816.02 APPROVED : OCT 3 1 1994 EXPIRES : OCT 3 1 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.2 Ceiling & Floor Mount In this mounting arrangement, the (Header - Part B) is anchored directly to the underside of a poured concrete lentil; and the sill assembly, (Sill - Part C) and (Sill Adaptor - Part E), is anchored to a poured concrete slab or bulkhead as shown in Section B "Ceiling & Floor Mounting Installation" on Dwg. No. 94 -91 Sheet 2 of 6. 4.1.3 Built -Out Condition In this mounting arrangement, the (Header - Part B) is fastened, using 1/4" - 20 SS bolts with wing nuts and washers spaced at 6" o.c., to the long leg of a 2" x 5" x 1/8" aluminum angle that is anchored to the wall and provides the build out; at the bottom, the sill assembly, (Sill - Part C) and (Sill Adaptor - Part E), is also fastened, using 1/4" - 20 SS bolts with wing nuts and washers spaced at 6" o.c., to the long leg of a 2" x 5" x 1/8" aluminum angle that is also anchored to the wall, as shown in Section A "Wall Mounting Installation (Offset)" on Dwg. No. 94 -91 Sheet 2 of 6. 4.1.4 Any combination of the above. 4.2 Anchorage of the shutters shall be 'to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 94 -91, Sheets 1 thru 6 of 6. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6. 1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing number, size and location, including height above grade, of openings to receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved drawing No. 94 -91 Sheets 1 thru 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. -2a- Robinson & Sons Shutter Co. ACCEPTANCE NO.: 94- 0816.02 APPROVED ; OCT 3 1 1994 EXPOS OCT 3 1 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SATISFACTORY Max.. SFBC PA 201 -94 HTL -94 -0602 23/811 Center mate HTL -9408 21/811 CYCLIC WIND PRESSURE TEST +70 PSF +54 PSF SFBC PA 203 -94 POSITIVE HTL -94 -0602 HTL -94 -0602 CYCLIC WIND PRESSURE TEST -107 PSF -82 PSF SFBC PA 203 -94 NEGATIVE HTL -94 -0602 HTL -94 -0602 LARGE MISSILE IMPACT TEST SATISFACTORY Max.. SFBC PA 201 -94 16-0" (192 ") span HTL- 0002 - 0909 -94 3.88" Additional test req'd. for comparative analysis. ' UNIFORM STATIC AIR PRESSURE TEST +165 PSF +110 PSF Max.. SFBC PA 202 -94 POSITIVE MTL -16145 WL -16145 0.699" UNIFORM STATIC AIR PRESSURE TEST +338 PSF +225 PSF SFBC PA 202 -94 NEGATIVE MTL -16145 MTL -16145 DESIGN PRESSURE RATING for test specimen only. +70 PSF For different spans see Comparative Analysis Table on Drawing No. 94 -91, Sheet 5 of 6 -85 PSF or z6vzzj&�5W' Gil Diamond, P.E. Supervisor Product Control Division -2b- Robinson & Sons Shutter Co. ACCEPTANCE NO.: 94- 0816.02 APPROVED EXPIRES OCT 3 1 1994 OCT. 3 1 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBNUTTED 8.1 Tests: 8. 1.1 Test report on: 1.) Uniform Static Air Pressure Test Loading, per PA 202 -94 2.) Large Missile Impact Test, per PA 201 -94, and 3.) Cyclic Loading Wind Pressure Test. per PA 203 -94 Impact resistant accordion shutter, prepared by Hurricane Test Lab, Report No.HTL -94 -0602, dated 06/16/94, signed and sealed by Richard O. Boyette, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of Impact resistant accordion shutter, prepared by Miami Testing Laboratory, Report No.MTL- 16145, dated 08/12/94, signed and sealed by David G. Ober, P.E. 8.1.3 Test report on Large Missile Impact Test, per PA 201 -94 on Impact resistant accordion shutter, for largest span (16-0 ") to verify comparative analysis, prepared by Hurricane Test Lab, Report No.HTL- 0002 - 0909 -94, dated 09/30/94, signed and sealed by Timothy S. Marshall, P.E. 8.1.4 Test report on Large Missile Impact Test and Pressure Cycling Spectrum Test of "Mega Folding Storm Shutter" accordion shutter, prepared by Hurricane Test Lab, Report No.HTL -94 -0408, dated April 26, 1994, signed and sealed by Richard O. Boyette, P.E. Used for center mate parts. 8.2 Drawings: 8.2.1 Drawing No. 94 -91 " Impact Resistant Accordion Shutter ", Sheets 1 thru 6 of 6, prepared Tilteco, Inc. dated 04/07/94, revised on 09/30/94, signed and sealed by Walter A. Tillit Jr., P.E. 8.3 Material Certification: 8.3.1 Mill Certified Test Report issued by Easco Aluminum dated 09/29/94 with chemical composition -and mechanical properties for aluminum alloy 6063 -T6, used for: die drawing 838734, 5 3/8" blade. 8.3.2 Tensile Test Report No. ARL- 29268 -UDI, prepared by Applied Research Laboratories dated 07/13/94. Gil Diamond, P.E. Supervisor Product Control Division -2c- Robinson & Sons Shutter Co. ACCEPTANCE NO.: 94- 0816.02 APPROVED ; OCT 3 T 1994 EXPIRES OCT 3 1 1997 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. A copy of this approval as well as approved drawings and other documents shall be provided to the applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. - 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. Product Control Division -3- METRO•DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE 140 MIAMI, WEST PRODUCT 311 0 - 563 Robinson & Sons Shutter Company 8400 N.W. 96 Street Miami, FL 33166 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of: Aluminum Accordion Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by; Applicant (for listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 94-0816.02 LTry� Expires: 10/31/97 Il Dia n , P.E. r roduct Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. WA s anger, 11. Director Building Code Compliance Dept. Approved: 10 /31/94 -1- Metropolitan Dade County Robinson & Sons Shutter Co. ACCEPTANCE NO.: 94- 0816.02 APPROVED EXPIRES OCT 3 1 1994 : 'OCT 3 1 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an aluminum accordion type shutter designed to comply with the South Florida Building Code "Impact Test" requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non - coastal building zone. 1. 1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1 Main blade (Part n is 5.375" x.062" thick, constructed as indicated on approved drawing No. 94 -91 Sheet 1 of 6, using extruded aluminum alloy 6063 -T6, which is also used for the auxiliary slats and rest of the components, which shall be constructed as indicated on the same drawing_ 2.2 Blade pins shall be #14 x 3" Grade 410 -HT, Stainless Steel Sheet Metal Screws with Xylan 5000 series fluoropolymer coating. 2.3 Tested specimen: 2.3.1 Dimensions: 48" wide x 108" long overall. Blades were 105" long. 2.3.2 Dimensions: 50" wide x 192" long overall. 3. LIMITATIONS 3.1 Maximum blade height or span: See Design Pressure Rating and Maximum Span Schedule on Drawing No. 94 -91, Sheet 5 of 6. 3.2 Minimum separation between glass to be protected and shutter: See Table 1 on Drawing No. 94 -91, Sheet 5 of 6. 3.3 Special requirement: 3.3.1 A maximum of .250" clearance is allowed between bottom of blade and top of sill and top blade and bottom of header. 3.3.2 Locking rod angles and lock shall remain attached to shutters at all time, secure tightly with thumb screws and activate lock during hurricane warning. 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4. 1.1 Wall Mount Every fourth blade hangs from a set of double rollers mounted in a roller housing that glides on the track of the (Header Part A), every blade has a pin at the top and the bottom consisting of a stainless steel screw and a nylon bushing that slide on either side of the header (Header - Part A) and the sill section (Sill - Part D), which are each anchored directly to the wall, as shown in Section A "Wall Mounting Installation" on Dwg. No. 94 -91 Sheet 2 of 6. RGGil amond, P. isor rouct Control Division -2- Robinson & Sons Shutter Co. ACCEPTANCE NO.: 94- 0816.02 APPROVED : OCT 3 1 1994 EXPIRES ; OCT 3 1 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.2 Ceiling & Floor Mount In this mounting arrangement, the (Header - Part B) is anchored directly to the underside of a poured concrete lentil; and the sill assembly, (Sill - Part C) and (Sill Adaptor - Part E), is anchored to a poured concrete slab or bulkhead as shown in Section B "Ceiling & Floor Mounting Installation" on Dwg. No. 94 -91 Sheet 2 of 6. 4.1.3 Built -Out Condition In this mounting arrangement, the (Header - Part B) is fastened, using 1/4" - 20 SS bolts with wing nuts and washers spaced at 6" o.c., to the long leg of a 2" x 5" x 1/8" aluminum angle that is anchored to the wall and provides the build out; at the bottom, the sill assembly, (Sill - Part C) and (Sill Adaptor - Part E), is also fastened, using 1/4" - 20 SS bolts with wing nuts and washers spaced at 6" o.c., to the long leg of a 2" x 5" x 1/8" aluminum angle that is also anchored to the wall, as shown in Section A "Wall Mounting Installation (Offset)" on Dwg. No 94 -91 Sheet 2 of 6. 4.1.4 Any combination of the above. 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 94 -91, Sheets 1 thru 6 of 6. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing number, size and location, including height above grade, of openings to receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved drawing No. 94 -91 Sheets 1 thru 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. Gil Diamond, P.E. Supervisor Product Control Division -2a- Robinson & Sons Shutter Co. ACCEPTANCE NO.: 94- 0816.02 APPROVED : OCT 3 1 1994 EXPIRES : OCT 3 1 1997, NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: TEST TEST LOAD DESIGN LOAD Deflection LARGE N HSSILE IMPACT TEST SATISFACTORY Max.. SFBC PA 201 -94 HTL -94 -0602 2 3/8" Center mate HTL -9408 2 1/8" CYCLIC WIND PRESSURE TEST +70 PSF +54 PSF SFBC PA 203 -94 POSITIVE HTL -94 -0602 HTL -94 -0602 CYCLIC WIND PRESSURE TEST -107 PSF -82 PSF SFBC PA 203 -94 NEGATIVE HTL -94 -0602 HTL -94 -0602 LARGE MISSILE IMPACT TEST SATISFACTORY Max.. SFBC PA 201 -94 16' -0" (192 ") span HTL- 0002 - 0909 -94 3.88" Additional test req'd. for comparative analysis. UNIFORM STATIC AIR PRESSURE TEST +165 PSF +110 PSF Max.. SFBC PA 202 -94 POSITIVE MTL -16145 MTL -16145 0.699" UNIFORM STATIC AIR PRESSURE TEST +338 PSF +225 PSF SFBC PA 202 -94 NEGATIVE MTL -16145 MTL -16145 DESIGN PRESSURE RATING for test specimen only. +70 PSF For different spans see Comparative Analysis Table on Drawing No. 94 -91, Sheet 5 of 6 -85 PSF -2b- Product Control Division Robinson & Sons Shutter Co. ACCEPTANCE NO.: 94- 0816.02 APPROVED . OCT 3 1 1994 EXPIRES OCT. 3 1 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: 1.) Uniform Static Air Pressure Test Loading, per PA 202 -94 2.) Large Missile Impact Test, per PA 201 -94, and 3.) Cyclic Loading Wind Pressure Test. per PA 203 -94 Impact resistant accordion shutter, prepared by Hurricane Test Lab, Report No.HTL -94 -0602, dated 06/16/94, signed and sealed by Richard O. Boyette, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of Impact resistant accordion shutter, prepared by Miami Testing Laboratory, Report No.MTL- 16145, dated 08/12/94, signed and sealed by David G. Ober, P.E. 8.1.3 Test report on Large Missile Impact Test, per PA 201 -94 on Impact resistant accordion shutter, for largest span (16-0 ") to verify comparative analysis, prepared by Hurricane Test Lab, Report No.HTL- 0002 - 0909 -94, dated 09/30/94, signed and sealed by Timothy S. Marshall, P.E. 8.1.4 Test report on Large Missile Impact Test and Pressure Cycling Spectrum Test of "Mega Folding Storm Shutter" accordion shutter, prepared by Hurricane Test Lab, Report No.HTL -94 -0408, dated April 26, 1994, signed and sealed by Richard O. Boyette, P.E. Used for center mate parts. 8.2 Drawings: 8.2.1 Drawing No. 94 -91 " Impact Resistant Accordion Shutter ", Sheets 1 thru 6 of 6, prepared Tilteco, Inc. dated 04/07/94, revised on 09/30/94, signed and sealed by Walter A. Tillit Jr., P.E. 8.3 Material Certification: 8.3.1 Mill Certified Test Report issued by Easco Aluminum dated 09/29/94 with chemical composition and mechanical properties for aluminum alloy 6063 -T6, used for: die drawing 838734, 5 3/8" blade. 8.3.2 Tensile Test Report No. ARL- 29268 -UDI, prepared by Applied Research Laboratories dated 07/13/94. Gil Diamond, P.E. Supervisor Product Control Division -2c- Robinson & Sons Shutter Co. ACCEPTANCE NO.: 94- 0816.02 APPROVED : OCT 3 1 1994 EXPIRES OCT 3 1 1997 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. A copy of this approval as well as approved drawings and other documents shall be provided to the applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. Gil Diamond, P.E. l Supervisor Product Control Division SHUTTER PRODUCT EEY ASP = ALUMINUM STORK! PANE M= MEGA FOLDING SHUTTER 94- 1207'.04 94- 0518.01 BAH= TOPISIDE BAHAMA SHUTR SP=18 a. STOR14rI PANEL SHUTR 96- 0404.03 �4- �4��.02 CG =ECONO ACCORDION SHUT RU=ROLL -UP SHUTTER 96- 0929.1' 94- 0830.03 fILC:TTLPLK OPNG.# 3 2 .FT. 4 MIAA 75 X 64 P335 1 SHUTTER PRODUCT EEY ASP = ALUMINUM STORK! PANE M= MEGA FOLDING SHUTTER 94- 1207'.04 94- 0518.01 BAH= TOPISIDE BAHAMA SHUTR SP=18 a. STOR14rI PANEL SHUTR 96- 0404.03 �4- �4��.02 CG =ECONO ACCORDION SHUT RU=ROLL -UP SHUTTER 96- 0929.1' 94- 0830.03 fILC:TTLPLK OPNG.# W X H .FT. 1 MIAA 75 X 64 P335 2 36 X X64 6 3 80 X 64 IA I 36X821 21 TOTAL MOORE - 754 -6348 371 H.E. 103 STREET, MIAMI SHORES, 33138 ROBINS ON & SONS SHUTnR CO. - 305-8944i 8400 N.W. 96 STRMs FLDREDA 33166 DATE : 5 13 196 DRAVVN BY: AGM C OLORi WHITE ISEMff # 1 OF 1 ROBINSON & SONS SHUTTER CO. 8400 N.W. 96th. STREET, MIAMI, FLORIDA,U.S.A. 33166 884 - 1128.800- 626 -8173 - Fax 884 -1007 SHUTTER PRODUCT APPROVAL AUTHORL?ATION FORM Miami Springs Charles B. Esher Building Official 171 Westward Drive Miami Springs, FL 33166 885 -4581 We are the Dade County Notice of Acceptance Holder for IMPACT ACCORDION under number 94- 0816.02. This letter authorizes Robinson & Sons Shutter Co. to use our IMPACT ACCORDION approved under number 94- 0816.02 to be used at the following job: OWNER NAME: 1400' ADDRESS: s i2 _�i S"/— I x-D+) 0=4 Sincerely, 6� James W. Robinson 2 President or Tom Llerena z Vice - President Sales This form must accompany the application for building permit and shall become part of the permit documents. 2 The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. file:pdapaufm 3 �/ � � [03 sf' Robinson & Sons Shutter Company 4.2 URI ACCEPTANCE NO.: NOTICE OF ACCEPTANCE: SPECIFIC CONDITION 4.1.1 Built Out Condition- Offset Every fourth blade hangs from a set of double rollers mounted on an aluminum roller housing that glides on the track of the Ceiling Mount Header (Part B) which is fastened to a 2" x 3" (to 5 ") x 0.125" thick aluminum angle with 1/4 " -20 stainless steel bolt with nut and washer at 12" o.c. The sill consists of the same ceiling header but inverted. This angle (used in both head and sill conditions) is anchored to the substrate as shown on Section C, Sheet 2 of 6, Dwg. No.95 -165, bearing the Dade County Product Approval stamp. 4.1.2 Wall Mount In this mounting arrangement, the Wall Mount Header (Part A or Al), which is also used as the sill turned upside down, is anchored directly to the wall, as shown on Sections A or Al respectively, Dwg. No.95 -165, Sheet 2 of 6 bearing the Dade County Product Approval stamp. 4.1.3 Ceiling & Floor Mount In this mounting arrangement, the Ceiling Mount Header (Part B) is anchored directly to the underside of a poured concrete lintel and the sill assembly, Sill and Sill Bottom Adapter (Parts C and D), is anchored to a poured concrete slab or bulkhead as shown on Section B, Dwg. No.95 -165, Sheet 2 of 6 bearing the Dade County Product Approval stamp. 4.1.4 Any combination ofthe above. Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on General Notes #7 on Sheet 1, Installation Details on Sheets 2 thru 5 and "Max. Anchor Spacing Schedule" on Sheet 6 of Dwg. No.95 -165. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be adcompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing number, size and location, including height above grade, of openings to receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved drawing No.95 -165, Sheets 1 through 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control. Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. M el Perez, P.E. Plans finer II Product Control Division -2a- Robinson & Sons Shutter Companx EXPIRES OCT 1 7 1998 k: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS w' 7. TESTS PERFORMED TESTS: RESULTS: TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SATISFACTORY Max. SFBC PA 201 -94 (144" SPAN) Center Mate ATL 0523.01 -95 4" LARGE MISSILE IMPACT TEST SATISFACTORY Max. SFBC PA 201 -94 (114" SPAN) Center Mate ATL 0523.01 -95 4" LARGE MISSILE IMPACT TEST SATISFACTORY Max SFBC PA 201 -94 (108" SPAN) Center Mate ATL 0523.01 -95 2 -3/8" LARGE MISSILE IMPACT TEST SATISFACTORY Max. SFBC PA 20-1 =94, (1- 04 -1/2" SPAN) ATL 0523.01 -95 2 -1/4" LARGE MISSILE IMPACT TEST SATISFACTORY Max. SFBC PA 201 -94 (111" SPAN) Center Mate ATL 0523.01 -95 3 -1/2" CYCLIC WIND PRESSURE TEST +117.0 PSF +90.0 PSF SFBC PA 201 -94 POSITIVE (114% 108 ", ATL 0523.01 -95 ATL 0523.01 -95 104 -1/2 ", 111" SPAN) CYCLIC WIND PRESSURE TEST -137.0 PSF -105.0 PSF SFBC PA 201 -94 NEG. (114 ", 108",104-1/2,, ATL 0523.01 -95 ATL 0523.01 -95 111 " SPAN) UNIFORM STATIC AIR PRESSURE TEST +135.0 PSF +90.0 PSF @ Design SFBC PA 202 -94 POS. (96" SPAN) ATL 0523.01 -95 ATL 0523.01 -95 1.625" IFORM STATIC AIR PRESSURE TEST -180.0 PSF -120.0 PSF SFBC PA 202 -94 NEG. (96" SPAN) ATL 0523.01 -95 ATL 0523.01 -95 IFORM STATIC AIR PRESSURE TEST -180.0 PSF -120.0 PSF SFBC PA 202 -94 NEG. (96" SPAN) ATL 0523.01 -95 ATL 0523.01 -95 IFORM STATIC AIR PRESSURE TEST -127.5 PSF -85.0 PSF SFBC PA 202 -94 NEG. (120" SPAN) ATL 0523.01 -95 ATL 0523.01 -95 IFORM STATIC AIR PRESSURE TEST -90.0 PSF -60.0 PSF SFBC PA 202 -94 NEG. (144" SPAN) ! ATL 0523.01 -95 ATL 0523.01 -95 DESIGN PRESSURE RATING For Design Load vs. Slat Span see "Slat Performance Chart" on Sheet 6 of 6, 1Dwg. No. 95 -165. Man erez, P.E. Plans Ex iner II Product Control Division 1KZ Robinson & Sons Shutter Company ACCEPTANCE NO.: 95- 0929.17 APPROVED 1 7 1995 EXPIRES : ACT 1 7 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test "Aluminum Accordion Shutter ", prepared by American Test Lab of South Florida, ReportNo. ATL #0523.01 -95, dated 6/01/95, signed and sealed by William R. Mehner, P.E. Previously reviewed by the Product Control Section under approval No.95 -0072, for the American Shutter Systems Association, Inc. (ASSA) 8.2 Drawings: 8.2.1 Drawing No.95 -165, Sheets 1 through 6 of 6, prepared by Tilteco Inc., dated 03/20/95, signed and sealed by Walter A. Tillit, Jr., P.E. 8.3 Material Certification: 8.3.1 Mill Certified Test Reports issued by Carolina Aluminum, date_ d_6/09/95, with chemical composition and mechanical properties of the blade, DIE No. 839127 for aluminum alloy 6063 -T6. 8.3.2 Tensile Test Report No. 5FM -1456, prepared by QC Metallurgical, Inc., dated 06/23/95, signed and sealed by Frank Grate, P.E. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations dated 6/14/95, pages 1 tthru 17 of 17 prepared by Tilteco Inc., signed and sealed by Walter A. Tillet, P.E. 8.5 Certification: 8.5.1 Release letter issued by the American Shutter Systems Association, Inc. (ASSA) dated September 14, 1995 certifying this product to meet the criteria of product tested and approved and allowing Robinson & Sons Shutter Company to use test results approved under Dade County approval #95 -0072, signed by Mr. Greg Weeks 8.5.2 Acknowledgement letter by Robinson & Sons Shutter Company dated September 15, 1995, signed by Mr. James Robinson. - Manu rez, P.E. Plans Exam#r II Product Control Division -2c- 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2,2,(a) through 2(c) and this last page 3. terns 10. 11 & 12 listed _below—oniv a Dlv to s<lazed product 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 11. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. ManuJLPerez, P.E.Plans Ex r II "— Product Control Division END OF THIS ACCEPTANCE -3- ROBINSON & SONS SHUTTER CO. 8400 N.W. 96th. STREET, MIAMI, FLORIDA,U.S.A. 33166 884 - 1128.800- 626 -8173 • Fax 884 -1007 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM i Miami Shores Frank Lubien Building Official 1000 NE. 2nd Ave. -,Miami Shores. FL 33138 758 -8000 We are the Dade County Notice of Acceptance Holder for ECONO ACCORDION SHUTTER under number 95- 0929.17. This letter authorizes Robinson & Sons Shutter Co. to use our ECONO ACCORDION SHUTTER approved under number 95- 0929.17 to be used at the following job: OWNER NAME: ADDRESS: Sincerely, ames W. Robinson z om Llerena Sales This form must accompany the application for building permit and shall become part of the permit documents. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. file:pdapaufm I I 3�' INA LvkG Ta i. CC) s F o��-� S�tU'f'(�IZ Fftovt.�T KAY rloo2� - 75� �� 3�� 'S ME D" �OVp11�1G ?O1ZM M. &R TT6t< ' C14- 05lei:01 s 33f 319 37l Alb- 10 ,. r-vV p 1 N G 5ToKm T A•' let-4-061G-07- APPROVED BY DRAWN BY A6N SCAM t j Ty sNW7YFe- - RecveieArro - >r 1 12-D 1 h f�I�M PAN e;44W'j -T �z h.l? q4- . v a .Mr umaDyd 5 �1U � • I qz -o3� a.9 I�vF3i ril8 s oyN `�h1S t,ljtA(�I I, �L 3311o(i /B•� !` V_ r/l• ��L 14 6WWITP+ � r/ iJ vir/ D"AWIMO14UMBER I v F lzow up- 6"tsll6R- a h M2DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Robinson & Sons Shutter Company 8400 N.W. 96 Street Miami, FL 33166 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -5339 Your application for Product Approval of: "ASSA/Economy" Extruded Aluminum Accordion Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 95 -165, Sheet I thru 6 of 6 (For listing, see Section 8 of this Notice of Acceptancej - - - -- . - has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 95-0929.17 Expires: 10/17/98 Raul Rodfiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. % )Ie� s anger, Director Building Code Compliance Dept. M Approved: 10 /17/95 -1- Metropolitan Dade County _ BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Robinson & Sons Shutter Company 8400 N.W. 96 Street Miami, FL 33166 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -5339 Your application for Product Approval of: "ASSA/Economy" Extruded Aluminum Accordion Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 95 -165, Sheet I thru 6 of 6 (For listing, see Section 8 of this Notice of Acceptancej - - - -- . - has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 95-0929.17 Expires: 10/17/98 Raul Rodfiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. % )Ie� s anger, Director Building Code Compliance Dept. M Approved: 10 /17/95 -1- Metropolitan Dade County . Robinson & Sons Shutter Company 1. DESCRIPTION ACCEPTANCE NO.: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1.1 This approves an aluminum accordion type shutter designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1 Main blade is a nominal 3.858 ", overall 4.366" wide x.056" thick, constructed as indicated on approved drawing No.95 -165, Sheet 1 of 6, bearing the Dade County Product Approval stamp, using extruded aluminum alloy 6063 -T6, which is also used for the auxiliary slats and rest of the components shall be constructed as indicated on the same drawing. 2.2 Blade pins shall be #10 x 3" SMS made of #410 -HT- stainless steel with fluoropolymer coating. 2.3 Tested specimens: Dimensions: Blade lengths of 96 ", 104- 1 /2 ",108 ", 111", 114 ", 120" and 144" 3. LIMITATIONS 3.1 Maximum blade height or span: 3.1.1 144" for installation below 30' -0" elevation. 3.1.2 156" for installation above 30' -0" elevation 3.1.3 For Maximum Design Pressure Rating vs. Panel Span see Schedule on Sheet 6 of 6. 3.2 Minimum separation between glass to be protected and shutter: Use the following table, see Table 1 on Sheet 6 of 6. 3.3 Blade span Separation from glass to shutter: Installed up to 30 feet above grade Installed above 30 feet above grade 13' -0" - 12' -0" Not Allowed 2 1/2" - 12' -0" - 111-4" 4" 2 1/4" 11 "-4" - 11' -0" 2 1/8" 10 -8" - 10' -l" 2" 100-011- 9' -1" 3 1/2" 9' -0" - Down 2 7/8" Special requirement: 3.3.1 A maximum of 0.250" clearance is allowed between bottom of blade and top of sill and top blade and bottom of header. 3.3.2 All shutters shall have a locking mechanism at center or side closure. Locks must be activated during hurricane warnings. 3.3.3 Locking rods, two at top and two at bottom, shall remain attached to shutters at all time, secure tightly with thumb screws in the locked position and activated during hurricane warnings. 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: Manu rez, P.E. Plans Ex er II Product Control Division -2- MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement- of the plans and specifications herewitl�,�bmitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida all of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date ,19 Owner's Name and Address_ `_'�' . No. ____ Street a Registered Architect and /or En- bef Name and address of licensed contractor 2 ` Location and legal description of lot to be built n :. Lot_ 7eu Pk I Block 1 B Street and Number where work is to be done_ State work to be done and purpose of building (by L2, /V W and for no other purpose. New Building Remodeling Addition Repairs— - No. of Stories To be constructed of Kind of foundati on _ Roof Covering Estimated Total cost of improvements $ Amount of Permit Zone cubage required —_ / plan Cub age Distance to neat nearest building_ Size of Building Lot_ Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to _ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such Vsi#boutractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed )° STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared — to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the,foregoing application, and that he did sign the same, and that all facts therein by him stat are tru . Permit No 10 Date 1 P �� Read, Sworn to and Subscribed before me. Disapprov D (Signed) Notary Public, State of Florida Building Inspector tVty Commission Expires PLANNING BOARD DATE Chairman — Member Member —_� Member Member - Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- mspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. s NIIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT ' /APPLICATION FOR PLUMBING PERMIT . Permit Appilcation is Hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or,-other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of FkricU, all ordinances of Miami Shores Village'and all rules and regulations of the Building Division of Miami Shores Village shall.be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at badding.dudug progress of work. Size Septic Tank - Type of Tank - _ .___...- .Capacity Feet of Drain DIst. Feet of Tank or Drain Field from, Well__ Nature of Water Supply: City —W Size of Soakage Pit_a...6_ Amount of Permit $ a a=/ (Signed,_ °` ._�,P Plum Inspector. The undersigns applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compeantion, Act, being Section SM, Compiled General Laws of Florida Permanent Supplement, and has com. plied with the provisions thereof, and will require similar compliance from all contractor's or .sub - contractors employed by him in the work to be performed under this permit; and will post or cause'. ta be posted for inspection on the Site of the work such public notice or notices as . are by t� Ad. no undersigned agrM to employ only such Sub- contraoto�rs. on work to be performed under this permit, as are 1i by Miami`Slaores Vfllagee 4 r` Master Plumber. STATE EDP' FLC=A. ODUi+iT3P OF DADE. Before me. the undersigned autharity, a nowy public, ddy authorized to administer oaths cud_ take aclmowhKlgments, personally appeared CLOSES SATH' TUBS SHOWWW - LAVA+ TORIES SINKS SLOP SINKS LAUNDRY TUBS 'URINALS CATCH. BASIN FLOOR DRAIN DRINKING FOYNT'NS TOTAL FIXTURES CONTR. LIST CHRog - SEPTIC TANK SEWER CONN. DRAIN . FIELD .SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP BPRKLR. WELL SYSTEM SWIM-0 POOL comm. t,.IST CHECK Size Septic Tank - Type of Tank - _ .___...- .Capacity Feet of Drain DIst. Feet of Tank or Drain Field from, Well__ Nature of Water Supply: City —W Size of Soakage Pit_a...6_ Amount of Permit $ a a=/ (Signed,_ °` ._�,P Plum Inspector. The undersigns applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compeantion, Act, being Section SM, Compiled General Laws of Florida Permanent Supplement, and has com. plied with the provisions thereof, and will require similar compliance from all contractor's or .sub - contractors employed by him in the work to be performed under this permit; and will post or cause'. ta be posted for inspection on the Site of the work such public notice or notices as . are by t� Ad. no undersigned agrM to employ only such Sub- contraoto�rs. on work to be performed under this permit, as are 1i by Miami`Slaores Vfllagee 4 r` Master Plumber. STATE EDP' FLC=A. ODUi+iT3P OF DADE. Before me. the undersigned autharity, a nowy public, ddy authorized to administer oaths cud_ take aclmowhKlgments, personally appeared MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT /APPLICATION FOR PLUMBING PERMIT I P No-- Date ` h Application is hereby made -for, the approval of the detailed statement. of the plans and specifications herewith sued itted for the building or;other structure herein described. This application it made in compliance and conformity with the Building. Ordinance of Miami Shares Village, Florida, and all provisions of the Laws of the State of Florida,. all ordinanew of Miami Shores Village and all rules and regulations of the Building Di<dsion of Miami Shores Village shall .be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building daring progress of wor Owner! Nam® and Addre Street_ Registered Arch0ect Employing Plumber's Name 4V Nol— y_3 z Stye Location and- Legal on' Block �S�ubddiivision Street and Number where work is to be. performed —No iL3 2 ,✓ Street -11� _ State work to be performea and purpose of building (By Floors) _ New Building ✓ - _ _-- _ - - -__ Remodeling____ Addition_ Repairs _ ___...- - -__.. No. of Stories_ _ ----- -_____ Sine Septic Tank --Type of Tank — - -____ __Capacity Gals— _-- -- --__.. ___-- - - - - -- l{eet of Drain Tile -- - -__ ..._-._Dist. Feet of Tank or Drain Field from Well_ — . __. __ �___�.._._.- .............. Nature of Water Supply:' City —Well. ize Soakage _ _ ....... — Amount Of Permit $ � � � (! (signed) bing Inspector. - The undersigned applicant for this building permit does hereby certify that he understands and acxepts hi' obligations as an employer of labor under the Florida Workmen's Compensation Act. being Section 5988, Compiled General Laws of Florida•' • anent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or.sub -contr. � s employed by him in the work to be performed under this permit; and will post or cause- to" be posted for inspection on the site of the k such public notice or notices as . are ieqqked by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Wag Shores Village "_ ._......_ Master Plumber. STATE OF. FLORA, COUNTY OF DADE. •, ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared CLONV75 BATH TUBS SHOWERS LAVA -. TORIES SINKS SLOP .SINKS LAUNDRY TUBS - URINALS CATCH. BASIN FLOOR DRAIN DRINKING FOUNT•NS TOTAL. FIXTURES CON". + LISr� . CHECK SEPTIC. SEWER- DRAIN. .SOAKAGE GREASE• SOLAR DEEP SPRKLR. . - SWIM'G TANK CONN. FIELD PIT, TRAP HEATER WELL SYSTEM - POOL I CLIBT LIST CHECK Sine Septic Tank --Type of Tank — - -____ __Capacity Gals— _-- -- --__.. ___-- - - - - -- l{eet of Drain Tile -- - -__ ..._-._Dist. Feet of Tank or Drain Field from Well_ — . __. __ �___�.._._.- .............. Nature of Water Supply:' City —Well. ize Soakage _ _ ....... — Amount Of Permit $ � � � (! (signed) bing Inspector. - The undersigned applicant for this building permit does hereby certify that he understands and acxepts hi' obligations as an employer of labor under the Florida Workmen's Compensation Act. being Section 5988, Compiled General Laws of Florida•' • anent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or.sub -contr. � s employed by him in the work to be performed under this permit; and will post or cause- to" be posted for inspection on the site of the k such public notice or notices as . are ieqqked by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Wag Shores Village "_ ._......_ Master Plumber. STATE OF. FLORA, COUNTY OF DADE. •, ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No Date -- Ajon /3 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address— /t' 1 a S M - , 4_0,74z. LL�— Street /V J6_ Z 4 � a Registered Architect and /or Employing Plumber's Name No Location and Legal Description Lot Bloch �d �1 Subdivi�siion— \ ef—I.. -A AT.... t— _16— mink- to I- 1- .,e.i......n.1_1►�n d / 1 ea-mr ov j6/i "�T S7, State work to be performed and purpose of building (By Floors) 1AC-1 -4?f d ���►�,__�s __@ �_. �® �°/�_._ NOW.B,+clding ___ Remodeling Addition._.__ - - - -- No. of stories --- --------- _----- Size Septic Tank Type of Tanc ___ _____Capacity Gals.- ____..._.__._-... Feat of Drain Tile mss- Feet of Tank or Drain Field from Well__ Net= of Water Supply: City Well. _Size of Soakage Pit____.____.__ Anwant of Permit $ IIJ -- Inspector: The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligati an employer of labor Act, under the Florida Workmen's Compensation being Section 59M Compiled General Laws of Florida Permanent element, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contracto em Toyed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the ;wZt suc h' public notice or notices as are by the Act. The lmdersigned agrees to employ only such sub -con work to `ormed under this permit, as are licensed by Miami Shoes Village, VN.44 Master STATE OF FLORIDA, a& I COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, aeon oath deposes and. says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Fapkw Notary Public, State of Florida NOTE: A re-hispection fee of $1.00 will be made when such re-inspection is made-necessary by improper notice for inspection, or faulty materials and /or wadimanship. CLOSETS BATH TUBE S SHOWERS LAVA- TORIES SINKS SLOP SINKS LAUNDRY U TUBS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT'NS TOTAL FIXTURES CONTR. LIST CHECK SEPTIC TANK SEWER CONN. DRAIN FIELD .SOAKAGE PIT GREASE' TRAP SOLAR HEATER DEEP SPRKLR. WELL SYSTEM SWIM'G POOL CONTR. LIST CHECK Size Septic Tank Type of Tanc ___ _____Capacity Gals.- ____..._.__._-... Feat of Drain Tile mss- Feet of Tank or Drain Field from Well__ Net= of Water Supply: City Well. _Size of Soakage Pit____.____.__ Anwant of Permit $ IIJ -- Inspector: The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligati an employer of labor Act, under the Florida Workmen's Compensation being Section 59M Compiled General Laws of Florida Permanent element, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contracto em Toyed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the ;wZt suc h' public notice or notices as are by the Act. The lmdersigned agrees to employ only such sub -con work to `ormed under this permit, as are licensed by Miami Shoes Village, VN.44 Master STATE OF FLORIDA, a& I COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, aeon oath deposes and. says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Fapkw Notary Public, State of Florida NOTE: A re-hispection fee of $1.00 will be made when such re-inspection is made-necessary by improper notice for inspection, or faulty materials and /or wadimanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- other or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during piggress of the work. ---A oft Date. ---- 19/ 1� Street: Owner's Name and Address.�al:..... .. .... Registered Architect and/or Engineer....... _ ...q .!........ , .... ..........i.... ...Y i : :,. „ ,.. � 'rB...,n,.,n,� ....... ............................ ,Name and addrest of licensed contractor .... LU1.. a.t... ...L.r;'-•e 4 M S~_ —.. A-&-% 1.0 01 .- .9:..--- -.-- -. Location and legal description of lot to be built on: Lot........ _. ..._ ................. _......... Block ...................... ......... . Subdivision ._..._......_._.__... _. .... ._.. :.. _._.._..... . Street and Number where work is to be done._ 3_; /.... i. t. :4. "� = °' " .Fa .R •. -•- --- State work be done an &purpose of building (by floors). for no other purpose. New Buil ding ............._ ............... Remodeling ......................... Addition .......................... Repairs .......................... No. of Stories ...... ....... ». ...... _ To be constructed of ............................ Kind of foundation .... ........................................................ _ Roof Covering ............... ........................ _...._ Estimated Total cost of improvements $._7-44 !_...__.._......Amount of Permit L-----------------_..-._.... _.._--- _- .- .-- __-- .-- : :- _- -. - -- Zonecubage required .................. - -------- -- ------ _--- _.-..--__- _._..._....___ -Plan Cubage ................... _ _.. ___ _........._..._ _._....._._...._._.._ Distance to next nearest building .......................... ...._...__._....... _._ -Size of Building Lot ...... __. ..... ._ ._._.....__. _......._- .--- ...... :.._..__. -- Maximum live load to be borne by each floor.......... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to ......................................................................................................................................................................... ..... ........ ............ The undersigned applicant for this building pen-nit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su ntractors work to be performed under this permit, as are licensed by Miami Shores Village. e Remarks --- _------- _ --------- ------------ ._.... (Signed) ' STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, persortally ap. peared me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the ..._ .............................................. _ ........ ... -_ ........... _ ... _ ...» of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him star true. Permit No. =? .. Date... ._ .~ Read, Sworn to and Subscribed before me. Disapproved ( Signed) . ....--- .. ...... ........•....--••- ..._........................._ Notary Public, State of Florida My Commission Expires......._.___..____. �. PLANING BOARD _----_ ._ ... _.. ........ ............._._ _DATE Chairman.._ ...... ........ _ ....... - _- ... ___ . _ _ _ __ ... ..__ Member .._ _ . ..... _.... _ ..__... __...._ _. _._ . _ ._. Member...__. ... .... _ ......... __..__...... .__ _ _ .._. Member _ .... -.._ ...._ —_ ___.._.._..._ _ .._..--------- Member- -• • ............. _-_-- ..... _-........... _. _ _ - . _ Member .........._Date Disapproved .. »..__. Council Approved ...... ._-----•-°-• .. .... ........_.___.._.._....__. PP ..._....... ._ ........................................... ............. Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved PIans and specifications must be kept at budin during progress of,, the work Date- . --• --- --------------------- - --- - -- -- -- 19 4 Owner's Name and Address. �.r_ -. --- -- 1'.___--- •_-- ___ - - - ss ----- - - - - -- ... -------- - - - - -- No.� ,771___ - - - - -- Str'eet_/1.&_.,_saL Registered Architect and /or Engineer. - - --- - - -- ---- -- - - -- • - - - - -- - -------- - - - - -- - ...... y / f Name and address of licensed contractor..,�S __ /l �_�� - -, --- .:------ :- - - -_ -- _z!� Location and legal description of lot to be built on: Block ---------------- Street and Number where work is to be State work to be done and purpose of building (by flo - - - - - -- ----- - - - - -- ----- _------ _------ - - - - -- - -----.-__-_- ------------- - ------------ ---------- - ---------------- - - --- - - - - -. and for no other purpose. New Building ----------- Remodeling--- ------ -- _--- .._-- - - - -- Ad4ition. ��_ Repairs- -.__-- .._---- .____- - - -- -- No. of Stories. ......................... To be constructed of_ 1,P,i �E Kind of foundation- - -- --Z r -,1f -- ---------- ---- --------- -- - - - - -- R overing-------- ._.-- °---- •-•--- •- •- ••-- -• - Estimated Total cost of improvements $-_ -- ®=- - - - - -- ....... - -------- Amount of Permit $ .... -------- --------------------------•----------------------------------- Zone cubage required - - - - - -• - - -- - - - - __ _ _ Plan Cubage---------------------- --- ----- --- ------ ------- - ------ - ------ Distance to next nearest building _--- __- --- _----- --- -_ -- -- -- _ -__ -- -_Size of Building Lot ---------- - ------ ------ --------- --------------------------------- Maximum live load to be borne by each floor--------- - - - - -- -- - -- - -- - - - - - -------------------------------------------•--------------- I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to------------------------------------ - - - - -- ----- - - - - -- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sttp lenient, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employe him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontr ors, on work to be perforned under this permit, as are licensed by Miami Shores Village. __ A Remarks - -- _— - — - - - — ed)� _ _- 6 a — __ - -- - . STATE OF FLORIDA, ):(Si � COUNTY OF DADE. Before me, the undersigned authority, a notary public, duIv authorized to administer oaths and take acknowledgments, personally ap- peared- -- — - — - - - - - - - — -- ------------------------ -------- - --- - - - ---- -- - - - -- •--- - - - - -- - -- - - - - - -- - - to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the- -----------------•-------------------------------------- ------ ------- ---------- -- - - - - -- _ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are tru Date______ Permit No.- -� �_- ' - =- - - - 'mod, Sworn to and Subscribed before me. ( Signed ) -------------------------------------I--------------------------------------------- Notary Public, State of Florida My Commission Expires ------------------- •--------------------- - - -- PL NI G BOARD--- ---- --- -•- -- - - -- ----------- - - - -.- -.DATE Chairman--- - ------------ - - - -- - - - -_ Member ------------------- -- •---- •----- - -- - -- --------- --- --- - - - - -- - - - Member- - - - - - - - — — _ - Member --- -------- - --- - ------------------------- - --------- - ------------------- -------- ------- Member -- - - - - -- -- - - - - -- - - -- - - - Member Council Approved ------------------ ------------ _ ------ - ---- - -------- -- - - - - --- Date Disapproved ------ -----_----- -•--- -- ----- ---- -•-_....... ------ __.... --- ------ -- - - -- -Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. c ve/�) d -f4 1 �° i WK FORM 68 REV. ELECTRICAL INSPECTION DIVISION BUILDING ' DEPARTMENT M1�33 FL9. I hereby make application for an electrical permit to install or change electrical wiring in or on the premises described below. I agree to comply with all the rules and regulations govern- ing electrical installations in the City of Miami. LEGAL DESCRIPTION: e2- 10 x7 Lot Block Subdivision Owner or Address 3 �� //�CA�✓ Occupant Building Occupied as: New Construction Existing Structure Addition to Existing Building ROUGH WIRING Total Ceiling Bracket Receptacle Switch Bell Floods Sub -Feeds SERVICE Outlets Transformers AMP. AMP. Equipment & Special Outlets Stove Water Space Other Main Switch Size Service Size Service No. Circuit Heater Heater Wires Conduit Wash. Drier Refrigerator other Machine MOTORS — AIR CONDITIONERS _ (List and Give H. P. of Each Motor) Display I Streamer I Special I Sign Case (Festoon) Outlet Total Bulb or Tube Sockets Total Sockets I Ceiling Bracket /- / m. � Aavow . Master / ?L. ✓ Ready l� Electrician �Z: ' Phone, h Will Call Firm ��' �� � �,` /�) Waiting to Cover Name i� �/ sY- ,� EL 6A Address INSPECTION REPORT Date Application Received Fee Paid ROUGH WIRING FINAL Final OK No. OK for RETURN ( ) Inspector Inspection Will Not Be Made Without Permit ! s0 MIAMI SHORES 'VILLAGE a Nt �y ti1� DW'ie4i�tl4i THIS CARD MUST BE DISPLAYED ON FRONT OF JOB. Owner,,, G PERMIT NO. Contractor '- Lot Block - -- Subdivision Address NOTICE: Alf Sub - Contractors Must Obtain LICENSES and PERMITS Before Work is Started. No Work on Sunday No Work Before 7:30 A. Mo No Night Work. BUILDING Yard Spaces Foundation _ Tie Beam Sheathing Roofing Framing Slab Final PLUMBING Temporary Toilet Rough Top Out and Tub Septic Tank Fixtures ELECTRICAL Temporary Service Rough ! ! Fixtures Final Serv. Air Cond. Ducts Mechanical SPECIAL !pool — Floor Slab Sidewalks and Clean-Up Walls NOTICE TO BUILDER: Protect This Card and Return To Building Department For Certificate of Occupancy Y + 7k Af .e- /ate .400 �- II SKETaff OF WAYS' Lots 20 and 21, Block 1I0,Amended Plat of XIAMI SHOM 8eotion No. �►, . aoaarci. ing to the Plat thereof, recorded is nat Boob 10, at e 477 of the Public Aesords of # Qounty# Piorida. Order Dili December IN195 P. R. go ScaUs ,shown I NZRZBY CM11PYt That the attached * CH oP eta VZY" of t o abo m described propertP.- Ii aa4 correct to the bt! and beliet, attA pls►ttea dirs+rtt. Y. zt rgi st.red ago ilE ., Wirer 602 m w. CL � r (� o ..o I (c:,. 5": 23,00 :x Z. Z Ga.. .®1 , : , : I P l �. v�A��,� ���� ►�� '' x.32 .. .:�o�,!� bns, MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING .PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure her described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date R_ ,1 Owner's Name and AddrelA ZI-A-1 k- r- C4 &0VoGL Street Al-AC 1i Registered Architect and /or Engineer Z7 Name and address of licensed contractor') Location and legal description of lot to be built on: Loth` A -4 '-J0 -5- Z Block ®✓ O Subdivision Street and Number where work is to be done ®40 s ° State work to be done and purpose of building (by floors) _ 70 @e y rte. '�•� '� � and for no other purpose. New Remodeling Addition___ ___ _ ___ Repairs -_ No. of Stories °''/ 40— To be constructed of —C' Kind of foun Roof } Estimated Total cost of improv ents_$ Amount of Permit $� Zone cubage required -_ `F�� plan Cubage Distance to nest nearest building Size of Building Lot—) Maximum live load to be home by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to _ The undersigned appplicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under .the E7orida Workmen's C9mpensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance fr contractors or sub- contractors employ him in the work to be performed under this permit; and will post or cause to be postcYfor in ection on the site f the or such public notice or notices as are required by the Act: The undersigned agrees to employ only ch sub tract on 6to .• performed unt, this permit, as are licensed" by Miami Shores Village. Remarks (Sign _ STATE OF FLORIDA, ss . i COUNTY OF DADE. / Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acimowledgments, personally ap- peared to me well known, and who, being by me first duly savor, u th deposes and says that he is the of the above described construction, that a as efully read* he f regoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. Date - Read, Sworn to and Subscribed before me. 4 � Disapproved _� Date Notary Public, State of Florida ( Signed)u Building Inspector " 4 My Commission Expires PLANNING BOARD ` __ _DATE Chairman _ Member Member Member Member Member Council `Approved— pate Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. OWNER'S NAME PRESENT ADDRESS LICENSE NO. PHONE NO. .10M .Ts CAMO= 1 520 N:. E. 102nd Street JOB LOCATION (ST.ORAVE.) LOT BLOCK m/s SUBDIVISION 1. IJ: Be 10 d Street I 20 & 21 I 115; Sect. • #5 GENERAL CONTRACTOR PHONE NO NO. ALYtl V 70HT Sw n �� I 20 N� -Be. lWna Stre ®t 5 V Y I 7-� COrcNSE 7 77 BUILDER' B D BUILDING PERMIT NO. 1017 O DATE 1215 -50 PERMIT FEE $ 2Jo00 ��qq N0171968 DATE Trane0 18 I ( ;gq'000 ZONE REQUIREMENTS *500 CU. FT. PLAN CUBE2 00.5 CU. FT. EST. COST S "00 DATE Go P• Go I 12-15-50 DRAWINGS, SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: STORIES ROOF CONSTRUCTION INTERIOR CONSTRUCTION y� [NEW �7TYPE CB3" I 1 I TILE I Oak Floore- PlInter Ceil & Val CONSTRUCTION DESCR IPTION vQ�t AA JAQ+�- ��-Kit- T aloporMtt+ -,j Bedroam -Two Baths. REPAIRS eftro I DESCRIPTION ALTERATION ADDITION APPROVED REJECTED REFERRED TO COUNCIL REASONS SUBMITTED TO PLANNING BOARD RE- SUBMITTED TO PLANNING BOARD I REMARKS SUBMITTED TO VILLAGE COUNCIL / n G CERTIFICATE OF OCCUPANCY NO/ /]L L! ISSUED � 3 ^.T BY TO BUIL6fNG PERMIT AND INSPECTION RfORD —MIAMI TRES VILLAGE 113 -Z -A P BUILDING INSPECTIONS INSPECTIONS E BY RE- INSPECT BY RE- INSPECT BY FOUNDATION PERMIT NO. SPECIAL PERMITS PERMIT NO. DATE FEE BEAMS & LINTELS H. W. HEATER CONN. $ $ SEPTIC TANK rRAMING ' ODA MOTORS SEWER $ $ SOLAR HEATER $ $ GAS FINAL - $ RE- INSPECT BY RE- INSPECT BY CLEAN-UP INSPECTIONS DATE BY RE- INSPECT BY PLUMBING PERMITS & INSPECTIONS CONTRACTOR PHONE PERMIT NO. D DATSf PERMIT NO. DATE FEE $ ALTERATION ADDITION NEW BLDG. ALTERATION ADDITION REPAIRS PERMIT NO. SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE H. W. HEATER CONN. $ $ SEPTIC TANK $ MOTORS SEWER $ $ SOLAR HEATER $ $ GAS INSPECTIONS DATE $ RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING aoC tj H. W. HEATER CONN GAS RANGE CONN. SEWER i SEPTIC TANK ju FIXTURES & FINAL SOLAR HEATER FIXTURES E.L.ECTRICALePERMITS & INSPECTIONS Z , CONTRACTOR PHONE PERMIT NO. D DATSf FE ES NEW BLDG. I ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING 0-5- 1 H. W. HEATER CONN RANGE CONN. i FIXTURES & FINAL r_ Lots 20 & 21, Clock 118 ADDRESS 3 71 N. E. 103rd Street LEGAL hiami Shores RECORD GARBAGE TAX PAID BY YEAR ANNUAL TAX .._ PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER john 00, f MIAMI SHORES VILLAGE, FLORIDA PERMIT N° [7J Work to be performed under this of F Lot Bl. DATE 195_ 10882 Contractor's License No._ Subdi- vision Value of Amt, of r"f of -111 -} ' / -) 140 Project $ 11 Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application iepting in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, gs, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations ing to the work covered hereby whether shown on the plans or drawings or in the state ents or specifications and that he assumes responsibility for work y his agents, servants or employees. Signed: I Y INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations ing thereto and.in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. OR BY AUTHORITY BUILDING ELECTRICAL PLUMBING Owner Buildint Archite - ontrac or Builc Legal DescriF_ Addres Buildin, MIAMI SHORES VILLAGE, FLORIDA U DATE PERMIT N° 10728 Contractors ❑ License No._ Work to be performed under this 195 of 3 ct :tor ler Subdi- Lot II Bl. vision tion. 5 of Value of Amt. of Project $ Permit $ a This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed:— BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY MIAMI SHORES VILLAGE, FLORIDA BUILDING ❑ DATE ELECTRICAL PERMIT N? 10767 Contractor's PLUMBING License No.— Work to be performed under this Permit Owner i Buildinc Archite< - ontrac or Build Legal Descripi Address Buildinc 195.4 a This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the resppnsibility for a, thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the * tatements qr specifications and that he assumes responsibility for work done by his agents, servants or employees. g Signed., In consideration of the issuance to me of this permit I agree to-,perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting thi permit I assume rey" sibility for all work done by either, myself, my agent, servant or employee. r ! 7 CONTRACTOR OR BUILDER BY AUTHORITY tor Subdi. Lot II Bl. vision :ion, Of �, �jEi {'' t ! tl`� , ir' .�^ `° Value of Project $ Amt. of (,) ( Permit $ a This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the resppnsibility for a, thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the * tatements qr specifications and that he assumes responsibility for work done by his agents, servants or employees. g Signed., In consideration of the issuance to me of this permit I agree to-,perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting thi permit I assume rey" sibility for all work done by either, myself, my agent, servant or employee. r ! 7 CONTRACTOR OR BUILDER BY AUTHORITY MIAMI SHORES VILLAGE, FLORIDA BUILDING ❑ ELECTRICAL ❑ PERMIT N° PLUMBING ❑ Work to be performed under this: Owner of , Ruildincr `w I —. °- - - - -- -- Architect - ontractor or Builder Legal Lot 77 f ! II Bl. 10'704 Subdi- vision DATE 195 Contractor's License No. Address of a - T I $ - # .x" Value of O Amt, of Building y'A f Project $ Permit This permit is granted to the contractor or builder named above cohstruct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and ith the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: BY IItISPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY MIAMI SHORES VILLAGE, FLORIDA BUILDING u DATE 195 ELECTRICAL I PERMIT N° 10473 Contractor's PLUMBING ❑ License No. Work to be performed under this Permit Owner Buildinc Archite< Sontrac or Build Legal Descripi Address Buildinc �f f - - :t for er Subdi- II S Bl. v vision :ion s Of V Value of A Amt. of T p herefor in strict compliance with all ordinances pertaining thereto a pit nderstanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to ` d by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ornc�es, br !if the, anged without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named.'above ?a� s t e responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby w theishawn on';the plaiis�r �'r�awings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or kaploy vomity Signed: BY INSPECTOR In considerati o me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto an with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this per I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION N° 1128 Miami Shores Village, Fla., T Owner, Agent or Tenant of Building Lot Block f Subdivision ; { .4 -- :j Street Address 4 I/— Approved use by This Certificate of Occupancy is issued to the above named "- ' " "' –e for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. Yi BUILDING DIVISION BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING ❑ Lot 131. Owner of Building_ Architect ,ontracto: or Builder Legal Descriptio Address c Building MIAMI SHORES VILLAGE. FLORIDA DATE 195 PERMIT N9 9838 Contractor's License No- Work to be performed under this Permit y' Ott a .� r Lot 131. Subdi- n I I) vision Sq. Ft. I if Value of Amt. of r4 Project $ I Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications. and that he assumes responsibility for work done by his agents, servants or employees. f' Signed: BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY MIAMI SHORES VILLAGE, FLORIDA BUILDING ❑ DATE_ ELECTRICAL ❑ h PLUMBING ❑ PERMIT NY no Contractor's License No. ROOFING [] ❑ Work to be performed under this Permit _ Owner of Building Architect Contractor or Builder Legal Lot Description I Bl. Subdi- vision 19 -- Address of Value of II Amount of _. Building Project Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed: i BY: INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, . myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY ABBOT PRINT r BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑, ROOFING ❑ MIAMI SHORES VILLAGE, FLORIDA , V DATE `"i y 19 PERMITN � 5173 Contractor's License No. "` Work to be performed under this Permit-___ Owner of s Building ',•. " # �N'. I xs f' -- — -- -- 3.: ''.a.. Architect -- - Contractor - or Builder Legal Lot I Subdi- Description Bl. vision Address of Value of 11 Amount of Building Project $— Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. 0_14. TTTIZDPrTr)P In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances artd regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY ABBOT 'OE- '' MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit No. A Zk-2--� Date 12 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address X ell r- No. Street— Registered Architect and /or Engineer pp R �t� fA G Employing Electrician's Name _ _ � c"e�� � No. � � � Sweet � Location and Legal g Description L Z. —Block Ile 'TW_ %r Subdivlsion_�2_d se G— Street and Number where work is to be performed —No. Street State work to be performed and purpose of building (By Floors) _ c New Building_— — Remodeling _____ Addition_ Repairs_____,_____ No. of Stories___ 9® Service Overhead Size Feeders Conduit- Main Sw._ Amps. Main Fuses Amps, Type of Installation— Conduit Tubing--.-Y, B.X.L.—,_____MeW Moulding Pli Amount of Permit $ ... (Signed) Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, 'Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions. thereof, and will require similar compliance from all contractors or sub - contractors employed by. him in the work to be performed under this permit; and will post or cause to be posted for' inspection on the site of the work such public notice or notices as are required by the Act. The under signed agrees to employ only such sub-contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed) Master Electrican. STATE OF FLORIDA, ) COUNTY OF DADE. J m� Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is tits' of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ............... -. ...... My Commission Expires �~ �.. Notary, Public. State of Florida NOTE: A re- inspection fee of $1.00 will be made when such:;; uch ; inspection'is made necessary by improper notice for inspection, or faulty materials and /or workmanship, SWITCH LIGHT - PLUG FIXTURES REFRIG. IRON RANGE RANGE WATER W. HEAT. SPACE STRIP .e�� OUTLETS OUTLETS RECE•P'T'S NO.LAMPS OUTLET OUTLET OUTLET CONN. HEATER CONN. HEATER HEATER CONTR. LIST A d J CHECK ENT. SW. DIET. CAB. SERVICE TEMP. SERVICE PERM. MOTORS 0.1 HP MOTORS 1 -3 HP NEON TRANS. RADIO TOTAL CONTR. LIST LIST &17 CHECK pp 9® Service Overhead Size Feeders Conduit- Main Sw._ Amps. Main Fuses Amps, Type of Installation— Conduit Tubing--.-Y, B.X.L.—,_____MeW Moulding Pli Amount of Permit $ ... (Signed) Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, 'Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions. thereof, and will require similar compliance from all contractors or sub - contractors employed by. him in the work to be performed under this permit; and will post or cause to be posted for' inspection on the site of the work such public notice or notices as are required by the Act. The under signed agrees to employ only such sub-contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Signed) Master Electrican. STATE OF FLORIDA, ) COUNTY OF DADE. J m� Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is tits' of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ............... -. ...... My Commission Expires �~ �.. Notary, Public. State of Florida NOTE: A re- inspection fee of $1.00 will be made when such:;; uch ; inspection'is made necessary by improper notice for inspection, or faulty materials and /or workmanship, _,1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date q -/ 8 f Job Address 371 ma t o acy- Tax Folio Legal Description Q� Historically Designated: Yes No Owner/lessee / Tenant F" 10® ed Master Permit # C/.-C% Owner's Address �� 10 3 5 1 Phone :2 S-4 -63 1 b Contracting Co. t %� /�✓s � % T -/Z9L o Address � yV i? NUI q w r Qualifier Tn'yliS� W, i0od /^J SS# Phone Stdedk Municipal # Competency # f 7 ? V Ins. Co. Ardb - n ' er ' I- (.O Address 37,4s- AIZJ '� I b P- Bonding Company Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION WAPd LING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulaft,*ngp nstruction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 4 �vae ignature of owner an Condo President Date ignature of Contr5pi5p �er- Builder A Date My Notary My Co WX ARY PUBLIC STATE 6jjL pj COMMISSION NO. C034551 FEES: PERMIT RADON C.C.F. `° NOTARY TOTAL DUE APPROVED: Zoning Building Electrical Mechanical Plumbing Engineering Date . r PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date r r qq Job Address 3 71 JV E /0 3 S:t' Tax Folio Legal Description FIrstorically Designated: Yes No Owner/i essee /Tenant C , /�` „�^ o d/?ao� Q]�[aster Permit #�� Owner's Address 3`7 1 A). AL- /0 3 "'� s +.� s - Phone Contracting Co. (= Address Qualifier State # Architect/Engineer Bonding Company Municipal # SS# _ Competency # Address Address Phone Fns. Co. Mortgagor Address Permit Type (circle one). BUILD ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN F f ` et WORK DESCRIPTION �'J (Z R ` : Gi. L v'" �'� c L X0 _ �"'� ” GLr fI no �-(� �LQC V � r WGti4C e 4 A T W 6L- Square Ft. Estimated Cost (value Do WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COIVIIVIENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT:. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating lion and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Signature of Contractor or Owner Builder rom- Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner - Builder Date .My Commission Expi ® My Commission Expires: J7ONA L ATEN Notary Pabric, state o1 Florida Mh' Gomm. 9x hes Jan. 19, 2:= E T 6dffaia5�}Yo�¢6ia FEES: P 1� 1 C.C.F. NOTARY BOND APPROVED: `�• Zoning Building 1 Electrical TOTAL DUE 4V Mechanical Plumbing Structural Engineer IWAR IM, P RMIT APPLICATION FOR MIAMI SHORES VILLAGE Date -;404 Job Address :3 7/ N45- J D -3 - T. Tax Folio Legal Description Historically Designated: Yes No db�lo✓�ss 1 Owner / Tenant % OLD a-eJ Master Permit k - Phone Contracting Co. 90,6 IAIS V J S;03VJ fJ e�� 6 Address Qualifier SS# State # Municipal # Archi ginecx Bonding Company Mortgagor Competency # % i �� Ins. Co. Address (,Dfl Alw 3 & 5 42-12 Address Address Permit Type (circle -one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) pplication is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate is are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. rr° _31-7 I ta Sr tore of owner and/or ebrido President Vat Cl ee®— f io✓N��4s Notary as to Owner and/o o d resid Date My Commission Expire FEES: PERMIT APPROVED: Zoning Mechanical A A- � . ANAHLL� GorlIe��'_FZLM . 'C7 NOTARY 13tAit 9"" 'rkth MY �� Srisnature of Contractor & Owner - Builder Date RADON C.C.F. NOTARY TOTAL DUE Building Plumbing Electrical Engineering YARMIT APPLICATION FOR MIAMI SHORES VILLAGE I ,, ..// Date Job Address � ��1/ • 421 .--Tax Foli o Legal Description Historically Designated: Yes No �C Tenant Roo 2e Master Permit # � g� 44 Owner's Address / ,f% • /G? Phone�� Contracting CqZ/ / � e J��� Address Qualifier SS#; hone State # Municipal # Competency # Arclutec ��� Cc �'�� Address Bonding Company Address .Ef Ins. Co. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION � G� %���� 5 ;4 Square Ft. 2D), Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR Il"ROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR.LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of weer and/or Condo President D'te S' tore Contract or Owner - Builder mate N as to 6wner an C ndo sident Z.- Dat as to Contractor er- oil er Date � My Commission Exp' 'e . ' I y Commission Exp' F •I L ARY CIA L N . SEAL ANABELLE GONZALEZ -M LROY ANABELLE GONZALEZ- MCELROY NOTARY PUBLIC STATE OF FLORIDA NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. C=- 551 COMMISSION NO, CC334551 MY COMMISSI . '��Xp. TIEC . 6,1907 MY COIVLIvIlm!t ,N'F'XI'. DEC. 6,1907 FEES: PERMIT t RADON C.C.F. w NOTARY TOTAL DUE APPROVED: Zoning Building G Electrical Mechanical Plumbing Engineering vWAM r^ Axel Miami Shores Village MAY 2 9 2009 Building Department 1^ 10050 N.E.2nd AvenUe, Miami Shores, Florida 33139 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type: PAINT PERMIT Owner's Name (Fee Simple Titleholder) ___ q / "?r"C_ Phone# 30j-' try ^63 yf- Owner's Address 3 ?1 oovll_c /U3 •S� — City /011 &_ld!f/ ®M KW State Zip 3 3 f 3 Tenant /Lessee Name E -MAIL: Job Address (where the work is being done) /t/ �43 f/ City _ Miami Shores Viilne County Miarni -Dade - Zip 3 414 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Narne Cb n4pPlc1G �i�i y -4X M14174hone # 3oj-` ff f F-136` /.36 Contractor's Address / q 216 jO;'e Alb .ff -: City_/__7_L4 State /1"i-I Zip 3' j16% Qualifier Name otjj( e- Ii 1w 41 Phone # „3 dJ ^2 State Certificate or Registration No.� Certificate of Competency No. OWNER BUILDER: Value of Work For this Permit $ 2 F70 a Type of Work: ' Addition / ❑ Alteration / New / El Repair/Replace Describe Work:. �7 G�l,w Gt w d- �4/'IGl_ tic Application is hereby made to obtain a pernti o do the work and installations as indicated. I certify that no wort: or installation has commenced prior to the issuance of a permit and that all work will be perforated to meet the standards of all laws regulating construction in this jurisdiction. I mWerstand that a separate permit must be secured kir ELECTRIC•AI- WORK. PLUMBING, SIGNS, WELLS. POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOr IMPROVEMENTS 7.O VOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY 8EFOR1 RECORDING POUR NOTICE OF COMMENCEMENT." Notice to. I pplicunt: .ls it condition to the issuance of a building permtit with an estimated value exceeding $2500. the applicant nutst promise in goad faith that a copy (!P he notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of eotmnencement must he posted at thejob site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence gfsuch posted notice. the inspection will not be approved and a reinspectimt fee will be charged. x���* ��x: �������xxf, ���: �x���xx* ��** xx** ��Fees�* x* �* ��* ����������� ,���,��x����•: *,����� *������� Permit Fee $ r C Technology Fee: Training /Education Fee $ Notary $ Code Enforceme/n't'$$ Double Fee $ Zot 'ng $ Total Fee Now Due $ 10 lJ• See Reverse side -� CK5�7� MIAMI SHORES VILLAGE PAINT COLOR APPROVAL AND AGREEMENT All elements on the site must be listed and indicate the color to be painted Directions: Please circle corresponding number to appropriate color sample. walls:bl fI 2 ' 4 Attach color samples with name and Fascia: 1 3 4 number. Drip Cap /Drip Edge: 1 2 Sir Soflic I W �,q 3 4 Roof: 4 Flower Bins: I 2 3 4 Shutters: I 3 4 Awnings: 1 2 Al 3 4 2 Chirnncy: I 2 3 4 n Doors and Door ,lam14U 1 s: 1 �r` Vw 3 ' 4 I'-- c-"4 Garage Doors: I 2 3 4 Railings: 1 2 3 4 3 , %_ Fences: 1 2 Il? 3 4 All bricl: (simulated or re(Tular): I 3 4 Stucco Banding: 1 ? N 4 Any other Stucco Features: 1 2 4 Accessory Buildings PAI tq-- Other: 4, OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all cap licable laws eguI ting construction and zoning. � / __ � 4 /Y\ 0'-� Signature �i • • /1 Signature Owner or A oenl Contractor The foregoing instrument was acknowledged before /mee/this 2 7 The 1 day of 20 �. by 60 1-j"Al V pQj'-�� C -_4kiy c Who is person<ill� known to me oi- 4Tci i s�ii S�ced'00'*1'1" � °ho As identification and who did take an oath. instrument was acknowled d before me thio1 . . 2� by CZ ifl known to in or who has produced t entification and who did take an oath. NOTARY PUBLIC: NOTAR Sign: Sign: h I9Z3 Print: / �'^ 4 -.9 t Print: My Commission i:: L1� -STATE �F k' My Commission Expires: 5���• °'""Y� �o� DoT Vic'h�a(ye.�1(!�I # D.•D525 59`/,x, y e, ond % % %f: % % %:°C% % %, � ®li�'�".' "'�% 1�[% G��X° X!° C%%%%%° X• JC%%* �tXl . iF%%%%•+ Y%%%%° X�Cl ti: i:%%° X�i. �.% iYi[°X F% % *A°C%X4:'lY %lf %X % % %X % %% % % % %i: gXpires: V co., Inc. $o Thru At]antic gondinS � � APPLICATION AP ROVL D BY: Plans Examiner H .H;` IMAIMM Preservation Board Code Enforcement (Revised 04/24/0