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526 Gran Concourse 3GENERAL NOTES . ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2004. LIT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER 3. EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- GROUND FACILITIES PRIOR TO THE START OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. 3. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. �. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 1. ENGINEER'S VISITS TO THE SITE DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. 3. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. B. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER 0. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. ALUMINUM NOTE : RAILING SYSTEMS WILL BE AS DESIGNED BY EASTERN ENGINEERING GROUP AND AS APPROVED BY ARCHITECT AND OWNERS, TO CONFORPI GENERALLY WITH THE ARCHITECTURAL DRAWING AND SPECIFICATIONS USING THE FOLLOWING MATERIALS. MATERIAL: MEMBERS: ALUMINUM ALLOY 6063-T6 WELDING: ALUMINUM ALLOY 4043 CLEANING: SSPC-SP2 'HAND TOOL CLEANING' NOTE: PAINT ALUMINUM AND STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WITH ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WEATHER -WHITE MOTHACRYLATE LACQUER FLORIDA BUILDING CODE, 2004 EDITION LOADS. FENCE: WIND LOAD AS PER ASCE -1-02 IMPORTANT FACTOR all KDa1.00 THE QUANTITIES AND DIMENSIONS SHOWN ON THE DRAWINGS ARE BASED ON THE ARCHITECTURAL DRAWINGS. I. EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY ALL DIMENSIONS ARE TO BE SITE VERIFIED. REFLECT PRESENT CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 4. ANY DISCREPANCIES TO THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER BEFORE PROCEEDING WITH THE WORK 5. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS 4 GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. 6. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE RAILING SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST. -t. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER FEN4E AND GATE LEGEND A 3' x 3' x A'(0.0g31') ALUMINUM POST (VERTICAL TUBULAR MEMBER). O2' x I ' x ?2'(0.093') ALUMINUM TUBE (HORIZONTAL MEMBER) I 'x 1' x J'(0.062') ALUMINUM PICKET 6 4'0.C. (VERTICAL MEMBER) 2' x 2 ' x A'(0.093i') ALUMINUM TUBE (HORIZONTAL MEMBER) G , CORNER UN� t MCK WALK IRON FENCE p -cT 8® BLOCK 97 Ln i 2.00 a � •.j � -fir � C� 24. 0� �.. �. 133 CACl r •' .y y � 10.6 # -- STOR REAR Lp :I ALUMINUM PENCE H=4'-6' ��•�� ' 4 G SEE SHEET S-3 FEP. 1 No I-D. � 4* CHAIN UNK FENCE PLAINTER 0.35 C:� (TYPe, ��L� LA COLUMN 1,0 X2.0 SOT ?, BLOCK 97 n? 23,7 '- 1 2. 7C 'l 5 y A/f, _ Loa _QX4 1 DRYS�4 Li Res. 526 ]ram` 12. cam.+ Y-e c ' -n LLD arn � STEPS J tit 17, .49{W� ,, CONC. F- _L'I�A,E S�iPS c+ I .6' GRASS AREA --l-CONCRETEA-91, -1-r�-Ra=177\1 FLOOR PLAN �01 a FlP. No I GRAND CONCOURSE i Ll LOCATION SKETCH G c) � m w o w y m w Cc QD a Q)� c Q w 0 cw c Fax o a w Ala : I/ lip = I -fU S— 2 R=1g49.79' A_120•S4e 10' PARKWAY FIP. 1/2' g QONCRETE'SIQ LK No- 4' �7'04'1 t'� 0.3' FIP. 1l2 A=228.24? pLpNTER o.-. � TYPICAL] No ICAL PLANTER FIP1/2T 0.35' CONC, LO COLUMN a o c> Z BLOCK No I.D. 0.70 C.H.S. BRICK 31. 1 CORNER LINE FENCE 1� 1.6'x2.0' r- m ON WALK BLOCK 97 L LOT 7, a " LOT 8, BLOCK 97 I0.11 CT%N Re n x 1 5.65ro fi 23.7' 9� C�J1 / r p° 9g f r N x +v v;12.70 Dp V _ABC s o � r*t rn 1 rn � 26 55 0 12.00' S. 40 O R Y j � x4' � � � Cl) o �1 ~ ST 526 1J ri � d c C co Res. # O -' a 11.51' N ;a�4 800 24 70' F.E.= 12.70' 20.8'CO r 10. 13.' W f r 9S x D o +� A/C� �w 2 x3.0' a V 14. $0'` n STEPS �' rnV� to ,��,.ti O n TERRACE STEPc o �= o v ' r _to" UD " rrn Ip , 18 g n rn N REAR? r i ' ^ N �_ r. CONCRETE- rn � 1 .0' IpI k � fog � U. I • 10.6' 0' 4 FIP 1 2' 6 1. 5 AR -r +a n I.J. v+ No 4' CHAIN LINK FENCE ~i CONCRETE . ? • I I p=109.50 LOT 19 ]BLOCK 97 LOT 16 - } BLOCK 97 II LOT 17, BLOCK 97 } LOT 18, BLOCK 97 I � A/C --Air Conditioner A=kc BRC—BWing LEGEND Conc. =Concrete C.9.S. =Concrete l3tock dr Stucco KDMa d pw — overhead Wwe Line46 EYisking ElevationsF.F•E. =Finish Floor Elevation F.I.P. =Found Iron Pipe/pin lo Len =ih LLength Wood Fence -Catch B9iri FA=Found iron Rebar R. R-Rfus T. o — X — Chain Link Fence ® =1Koiv meter ® =Electric Box F.N. =Famd µai FXO -Fcmd µoil k Disc � I --Wj rdq u 1 POST SECTION SCALE: 3/4' = V-O' FENCE AND GATE ELEVATION SCALE: 3/4' = V-O' FENCE GATE PLAN VIEW SCALE: 3/4' = V-O' .'TYP) JHEEL U 1 2! :)TING,A DIAMETEr (FO V) V iu POST SECTIONrt Q SCALE: 3/4' = P. D' I "' FEB J LL FULL PENETRATION WELD rD` DETAIL. DETAIL. �-4SCALE: 1 1/2' = I'-O' SCALE: 1 1/2' = 1'-O' A -A B DETAIL, �-4SCALE: 1 1/2' = 1'-0' fIB' \TYP. rk DETAIL. �-4SCALE: 1 1/2' = I'-O' 1 1 0 N t2 C- t t2 _Ft2 2 m : T m HEADE&CLG. it 1 In Eli'. LTATJ 3.993" 57" 4,t�78" OADAPTER SLAT SCALE HALF SIZE �+ S 2co " eq 45` 4.078" 4.534" TYP. SLATS SCALE: HALF SIZE 048" 0 3.840" MAX. N 125" 1.840" pC 875" N 90" I t2 TYP. 2) t3'�t3' 91.522 1r! 6] 001 t1 i IL ii ■. .483" 91.5" In60 ., rtl t1 jt 2 - = 0 O Ln r _ o `n t2 t2 ! w �1 In rIT' m t2 JJ 1 q(,TYP. 21 O -t3 .326" 20t1=e55 '040t� _ 0N6' BUILD -OUT WALL HEADER SCALE: HALF SIZE 055'� r (TYP.1 D� N 0` N r L 1.533" 055"- .500" OSILL-WALL MOUNTED OADJ. SILL -TOP OADJ. SILL-BOT. SCALE, HALF SIZE SCALE: HALF SiZE SCALE: HALF SIZE IS 44 5" 4 9" r " I.D "1,. 0..16S" I.D.55B5" O.Din2B :.1. - 0.b, J .060'1 o- i 1.039" 190'] GENERAL. NOTES--- 1, THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PRDVISIDN SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE INCA) BY O MIAMI-DARE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING 80 CODE, 2301- 250" o m 2. TO �-Eii,FY THA' TH`- ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE 949" APPROVAL DOC')MrNTS, NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FAQ i LNER ANAL"SIS. 1.391" 3 DE fLkMINE THE ,'OSITIV_ AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING 1.891 THESE DOCUMENT!, IN ,.000RDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. rUR .J,ND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. MATE 1 L. THESE /PPROVOL 110CUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION OCENTER SCALE= HALF SIZE FOR SITE -SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. IHESE aPPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA AUFON,STRATIVC-')I`E 6. THESE APPROVA, CZ!JMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR 095" 442" 942_'� I t e'_ . ...2. of 1•• CENTER MATE 2 10 SCALE: HALF SIZE � m 248" r; 60 ry L -06�0 a c 060" 060 L }060" 145" 60 L `O 1.2so" OBD" Ln N n m 1.533" 050" 025' (TYP.1 1 nv 055" �90' END SLAT �B SCALE: HALF SIZE 641" 1.250" .136" .9B " 0 250" ice. 3.283" 050. ALTERNATIVE ADJ. SILL-BOT. 7 FLAT END SLAT SCALE: HALF SIZE SCALE; HALF SIZE CENTER MATE 1 (WI LOCKING ROD) CENTER MATE 2 ;Wl LOCKING ROD) 9a SCALE: HALF SIZE (9. SCALE: HALF SIZE 04 PP.n%!lOED THE CO.JTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED STAINLESS ?EEL 'iERFIN AND THL i.11a; RACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES 4 �.� 956" NO- DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES ASSEMBLY � . 7 15" DETAILED HEREIN - o s 320"0 HOLE "7. ANY MCDIFICATIONS OR ADDITIONS TO THESE APPROVALDOCUMENTS WILL VOID 0 nTHI_ APPROVAL DOCUMENTS. -" o NYLON-WHEE LI _ 1 15 .2224A� o � RIVETED IN I I I 1 0u [�yj E. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE N N PLACE .o o ^�BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: 058, I o l 97" A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. DATED AND 1-100" .2S1" I I �m i 80'I� SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL I 230' tr F . p i jI AND JUSTIFY THE OEVIA IIDW SAID UULUMENI6 SHALL bL SUbMIlILO Iu'Iri 2 MAX.'I'lAX R?� �6 _,_N. 7 PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL X.0 1-400" GRANTING HIS/HER APPROVAL. 2" M(N.-5'• MAX. TYP. AT EVERY OTHER i MAX INSIDE JOINT AT TOP, TOP BOTTOM CARRIER BI REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADS COUNTY PRODUCT CONTROL DIVISION. DANGLE O 13 ROLLER ASSEMBLY BUSHINGS INSERT WHEN THE SITE CDND17ION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE 11 SCALE: HALF SIZE 12 SCALE: HALF SIZE SCALE: FULL SIZE SCALE: HALF SIZE ZONE AREAS, ONLY OPTION -ISHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: GUARDIAN HURRICANE PROTECTION PRODUCTS, INC MIAMI, FLORIDA MIAMI-DARE COUNTY PRODUCT APPROVED 4 72" I.D. 2.373" 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE _,612" O.D. WITHIN 1B" OF CENTER IVERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE N55 " I,4 t1 HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N. m D ! QD QD 12. ALL SCREWS AND BOLTS TO BE 2024-74 ALUMINUM ALLOY, STAINLESS STEEL, to -j I u? 211 I t2 OR GALVA_NIZjti STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.1., U.O.N. 1 1e i`i POP RIVETS TC1 BE 3/16"0, 5052 ALUM. ALLOY, U.O.N. t - 055" 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 1.350"500'2 = 0'ib' 14 FLOOR TRACKS MAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE IOPTiONAU }1� VE' THICK STAINLESS STEEL OLOCKING ARM 14 SCALE: HALF SIZE .360' 10.550" (5, ,375" R r 435" R 0 1 r 135" R -.505" R m 0 6 m p211 150"15" R t = .200" REMOVADLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. WALKOVER SILL. LOCKIING ARM ALIGNMENT INSIDE HANDLE 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADEMARK LOCKING CLIP 1 xl FLOOtg MOUNTED 17 BUSH_ING (NYLOW OFFICE, PATENT No. 5,755,270. 15 SCALE: OALF SIZE /SCALE : HA:.F SicE OSCnLE lE SIZE HALF SIZ�)SCZI.E: HALF PRODUC; REVISES: ss complying with the Florida guiding Code AcccplBnctNn01-0li 1! . Expiration Uate LA08 Mimi Dfd'r puk Division ci uj O 11 4 W <Wmo �w u u:-Mn 01 ;� Wmrm ~ O F ❑010) r h�i I4 m�O101 _ 3�VD) O 0 [C z I0 < L) U o t- t. Q a Z a z a a Ln ti LA N Ln Z r tY O w �u a F- w �tA Ln w a X(A a a to � N r VARIES - NO LIM11 OR BELOW CENTER (SEE GENERAL NOTE 10) TYPICAL ELEVATION N.T.S. FASTENER () 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 51 kN- SHUTTER SEPA %C-T.101 F EE SCHEIA- EET 5). DISTMMICZ TO BE MEASURED FROM B CK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE -- (T }HANDLE LIRE SHIM SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. OCK.MAY BE INSTALLED 3' INSIDE OR OUTSIDE ❑ UTTER ....�:. 3/4" MIN SEE FASTENER SCHEDU 1-1/2" MAX- 1" x1"x1/8" ALUM. ANGLE W/ 3/16"O POP I - tj RIVETS (la 6" O.C.- 50"0 z LIJ USED WITH PIECES 9+ AND ©0 LOCKING PIN SCALE: 1-1/2- - V-0- FASTENER (p 24" O.C. (SEE ANCHOR SCHEDULE FFOR ANY ACCEPTABLE kNCHOR) EXISTi)JG GLASS.-- P.) 6-1/2" RSSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE 10 0' DRILILL SA8-0 HOLE FROM JOINT BETWEEN 8-0 SECTION B ON SHEET 3 REMOVABLE AND BOTTOM OF EXTRUSION@4 FIXED SILL FOR COMPLETE INFORMATION BEFORE ASSEMBLY FOR C5 CONNECTION TYPE TRUSS HEAD BOLT (TYP.) REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PLAN NEW SECrION i REMOVABLE FLOOR TRACK ❑ETA L KCAL F : 3^: V- o• SINGLE ARM LOCKING MECHANISM AT CENTER NYLON OR SIDE OF SHUTTER. HANDLE LOCK MAY BE INSTALLED ON „ . INSIDE OR OUTSIDE OF SHUTTER (DOES NOT REPLACE SINGLE ARM LOCIQ SINGLE ARM LOCK OPTIONAL CLOSER HANDLE N.T.S. N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2-1/4' NYLON HANDLE CARRIE BUSHING 20 J-•7/16" O.D.0.63" LONG NYLON JOE BUSHING C2 -_., #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18-8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAIJ 5200 FLUOROCARBON COATING &-460••0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) —1 3/8" O.D. x 0.90" LONG NYLON BOTTOM BUSHING I@) I �#10 x # 1SMS.0HT MANUFACTURED LFROM 410HT STAINLESS STEEL DW/ XYLAN 5200 FLUOROCARBON (DOES NOT REPLACE ESNOTMLOCq COATING & 460"0 x .050" THICK 300 SINGLE SERIES STAINLESS STEEL WASHER SINGLE ARM LOCK OPTIONAL CLOSER HANDLE (TYP. TOP & BOTTOM) N.T.S. N.T.S. SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE MIN- SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE 2" MI FASTENER (cb 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. FASTENER P 24" O.C. (SEE ANCHOR SCHEDULE 2" M FOR ANY ACCEPTABLE if` ANCHOR). (TYP.) SINGLE ARM LOCKING 4 MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = 1'-0- 3/4" MIN. SEE FASTENER SCHEDU E 1-1/2" MAX - PLAN VIEW 1" x 1" x 1/6" 3/16'"0 POP CLOSURE NDLE W/ OPTIONAL PLAN VIEW SCALE: 3" = 1'-0" EXISTING GLAccL ITYP.) 6-1/2" I & SS-ALY OPTIONAL LOCATION �CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE JOINT BETWEEN "-SEE SECTION L ON SHEET 4 REMOVABLE AND FOR COMPLETE INFORMATION FIXED SILL C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL pRODUCT REVISED as complying with the Florida 13uiding Code ' o AcceptaneeNO 03' 7 ao8 EkPlt lion Datc O 13y doductconlro,Miami Da Division U z P, o m z V ZF m m V —. u. a0 a VI F Q N ti f-� oo�® o Q0 Q {n —0 d 0 O m N x V1N W o m x V = V�LI L/'1 ac QW m m A� — IW z :5 N z u YW! S r c p z N 25z � N W W m S 0 (j N m % r ] W v = m - ISCOV' $ u I Ir u 0 ~ W u� <�rno ] *10 V ¢_mm n V Los"'d Wmcoin =avv T- a r 0 v) Ln Y A Zf IO �1 JX Q a V.J. KNE-ZMCH PROFESSIONAL CyGINEER FL Lk*nu No: Vrb010N7 2003 SEE TAEILE 2 tti EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULFFOR MAX. 'ROLLER ASSEMBL' TYP. EVERY OTHER 1/4" MAX. 1/4" MAX '' �— C2 CONNEt PON TYPE REFE EN' ANCHOR LE FOR MAX SPACING 1 5/8" MAX. ,� WALL MOUNT SECTION ^^_JJS=ALE: 3" FXISIING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCF1OR SCHEDULE, TYP. —C3 CONNECTION TYPE F',CFERENCE ANCHOR \ I SCHEDULE FOR MAX. GEMS SPACING BUT DO NOT EXCEED 6" SPACING Q.!) CONT. 11 CONT a;s 1/2 1/2" 1/2 �CCNT. TWO 1/4- MACHINE BOLTS W/ NOT OR #14 TEK SCREW (al 12" O.C. p (TYP., TOP & BOTTOM) II SEE TABLE 2. OR DOOR Q� 4-3/16" MAX. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES ITYP.1. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPA�NG 11 CONT. 1/2" kf btd \ _ EMBED. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE: ANCHOR SCHEDULE, TYP. EO. ELl._ z z Q— a aw SE TABLE 2- a tn-j 3Q OR 0 OR cc of 3/16"0 POP RIVET a�EK 6 OR 4412 .C. (TYP.) SCREW Ln Xu ASSEMBLY— awvl 1"x1"x1/6" f w LUM ANGLE VI _/W / 3/16"0 POP r // RIVETS @ 6" O.C. EXISTING CONCRETE, MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP.- 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING MAX.MA EDGE z� DIST: w QW wpm Lu s `n3�. = ZOw N 4 X SJD ao LL D �R O( W XLj QIA F 3/16"0 POP RIVET ft 6" O.C. (TYP.} 1/4" MAX. OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE 11 CONT - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR CL�RE' CONNECTION TYPE SCHEDULE FOR MAX. RENCE ANCHOR SPACING BUT DO NOT DULE FOR MAX. EXCEED 8-1/2" SPACINC CING 1/4-20 MACHINE BOLT W/ TY UT [01 11" O.C. (TYP., TOP BOTTOM) ►- ' 1/4" -w o MAX. SEE TABLE 2 -3/4" MA qq T. ANGLLE� LYp )IREC7ION S� d z z a� Q CLW a vI_J N la 3Q W o� W J ~ •JW L aD OR = XD V) Qw x �u a WLn F � I-1/4" L5 F MAX. ❑ N OP & BOTTOM Lu o ( SUPPORT - STAGGER - C1 CONNECTION TYPE C5 CONNECTION TYPE ANCHOR 1/4" OFF CENT C5 CONNECTION TYPE ER = REFERENCE ANCHOR REFERENCE ANCHOR SCHEDULE FOR MAX. REFERENCE ANCHOR MAX. c SCHEDULE FOR MAX SPACING 1/2, SPACING SCHEDULE FOR SPACING MB. 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) S/8" MAX. CEILING INSIDE MOUNT SECTION (� BUILSCAD-OUT MOUNT SECTION 1/4-20 MACHINE BOLT W/ /—NUT (� 12" O.C. (TYP., TOP & B07TOM) 5/8,, ROLLER ASSEMBLY 12 w TYP. EVERY OTHER PTN�E001- 1 / 2': Dr�- w CONT.—(11)CONT. 1/4" MAX. zw Q•J 4 GL =Z pw OR DOOR—� JJ Vla J� Xva, QD w a 4 Xu Q� F 1/4" MAXJ Lj, , O� V".NW-5/6" MAX. NOTE OTTOM MOUNT DETAIL MAY BE USED AT TOP. BUILD -OUT MOUNT SECTION SCALE-: 3" • V-D- -Sf2 -1I2 r EXISTING CONCRETE, MASONRY / OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP, EXISTING WOOD I TRUSS OR RAFTER n° 24" MAX. O.C. •� C1 CONNECTION TYPE REFERENCE ANCHOR EXISTING WOOD OR M . w SCHEDULE FOR MAX STUCCO FINISH I �� y SPACING MATERIAL •'' .. - 2�TYP TOP & B01 1/2' 1 TOM I .+ _rvleMt SEE TABLE 2 8 1/4" MAX - z z a� Q D_ Lu a- V� .© l w L'~ ~ JW D <J X zu 4 Ln „I Lu 1/V' MAX. #14 SMS T 24" O..C. MAX. N BETWEEN TRUSSES SEE TABLE 2 V5/8"MAX, EMBED. ECTION TYPE NCE ANCHOR LE FOR MAX. G EXISTING CONCRETE, MASONRY OR WO(10 STRUCTURE. SEE J ANCHOR SCHEDULE, TYP. J OBUILD-OUT MOUNT 5ECf1OIJ F SCALE, 3" • t'-0" 1/2" MAX: EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM 1/2" SEE TABLE 2 MAX. 1/4" MAX.- 1/ 4" MAX Z a_ a aw a w-J L m � 3a w o~ -1 JuJ � Q� = XD In Qw X Yu a Wvl i� C2 CvNNEcnm TYP€ REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8-1/2" SPACING -5/B" MAX. CDGUILD-OUT MOUNT SECTION JSCALE: 3" = t'-�" 4" x 1/8" 6063-T6 ALUM CONTINUOUS PLATE W/ THREE 1/4-0 WOOD LAG SCREWS WITH 2-3/4" o� MINIMUM THREADED w: a� PENETR_ "T" IN WOOD @ QF EACH RAFTEP. OF TRUSS, irZ 24`' 0_C. MAX_ WHERE w PLATE EXTENDS a BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS 1/4" MAX. z Q- aw RAJ .m 3Q J Jw QJ D XD Qw Fu w0 w W 1/4" MAX 16) PRODUCT REVISED C3 CONNECTION TYPE as complying with the Florida REFERENCE ANCHOR Bl:idingCodc J SCHEDULE FOR MAX. Accep!snce No O o 0 f SPACING Expivadon D$lp D ao� �y A7iami �jAutIC001'r0l Division WOOD SOFFIT / FLOOR MOUNT SECTION G SCALE: 3" . V-0` V' U Z N m 0� Z z m m [oJ _ a W 0 LL 3 '^ _0 o O, sma V1 W o m = U 0 Vl R' Q W W m O W Z a U N N W 1 =w 5 = CI Z Vm �om 0 m z -W A �, Z ul j Z m 9 U N> > C �E J i4 O W um a mm Q �w C1 it 0 16'd �mmut w nrm xavv mm T- Z x u MEMOO) 0 a -Outln 3:LLm_m_ LL M z- J X I° 000 a VJ. KNEZEVICH PAOFESSIONAI I NG1 NFER rt i:� Ne,x! oo+ose3 I 7 s: E 0 0 E 0 c a` EXISTING STRUCTURE TWO 3/8"o POWERS CALK -IN ip 3-3/4" D.C. W/ 1-1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4-1/2" MIN, EDGE DIST. OR FOUR 1/4"0 ELCO CRETE-FLE PO 3" O.C. W/ 1-3/,L..EMBEDMENT & 2-1/2" EDGE DIST. IN EACH ANGLE -- J M l 5/6" MAX- �2" x 3" x 1/4" 6063-T6 ALUM. ANGLE rDETAILS V1 &© 1-1/4 DRILL 7/16"0 HOLE THREE-1/4"N THRU BOLTS 1" MIN, DRILL 5/16"O HOLE i%swc��rirr rr - _ .r ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION ESCRIPTION SPAN BEAM SPAN 2" x 5" Tw = .125" Tf = .125" 5'-0" 9'-5- 1O'-0" 7'-6" 2" x 6" TW _ 012" T , _ .224" 5'-0" 6'-0" 1T-6" 10'-4" 2., x 'F.. Tw .0T?' Tf = .224" 5'-0" 1 8'-0- ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) o O --1/4-20 S.S. MACHINE SCREW & NUT @) 12" Q.C. USE THRU rL v L BOLT OR ACCESS LE AS i-so" 4SHOWN IN DETAIL(j) r1/4" MAX- 3.00" z �J Q' ALT, LEG Ln Q �w DIRECTION m wTs=Io F~ �N%. A E TABLE 2 to ar�Q4 �Zz B X 1A 0 �v) tL (MAX. DESIGN LOAD 2 72 PSF) TOP SUPPORT BEAM DETAIL H SCALE: 3" . 1'-0" NOTE: 1 USE BEAI�SCHERULE FOR DETAILS H AND J 2 SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5- 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM CLOF SUPPORT TO CLOF SUPPORT TWO 3/0" CALK -IN wI 1-1/4 IN 3 KSI WITH 4-1 EDGE DIS 1/4"m EL �3" D.C. MBEOME EDGE DIST_ ANGLE V7 ANGLE DETAIL USING CALK -IN ANCHOR SCALE: 3"= V- 0" DRILL S/16"O lair HOLE 1.00" a- o c ( a ri ___3 3.0 0"i p 3.00" 3.00" 3.001, 1.00" OR X. '--1'--11/2" \-1/4-20 S.S- MACHINE SCREW & NUT D' [� 12" O.C. PROVIDE 1"as ACCESS HOLE (1n 1 6ACK SIDE FOR FASTENING PLYWOOD AND I I L TWO 1/4"0 S.S. LAG SCREW P STUCCO FINISH I}I 24" O.C. MAX. W/ 1-3/4" PENTR. 5/8" MAX - IN CENTER OF STUDS 1" x 3" x 1/8" OR 1" x4"x1/8" 6063-T6 ALUM. TUBE o (MAX. DESIGN LOAD''-72 PSF) WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = T-0" ANGLE DETAIL. USING CRETE-FLEX ANCHOR 22 - OR DOOR SEE TABLE 2 Q s3-, m 0 N <Ow�m cr wz27o B w maul=J •��0- E OR�#1 TEK SCREW wDLrl aaw X wT r,N R12 Ci•i .W .. ...�.--- `ul LL m POWERS ri E � 7-1-1/ � ��. (nl 3-3/4 O.C. tjAS EMBL 4 3/16"0 POP RIVET MIN- EMBED. & 5� OR �OR #112 TEK SCREW CONC. ; (Ol 6" O.C. /2" MIN. T. OR FOUR i AL. BEAM (SEE BEAM CO CRETE-FLEX N SCHEDULE ABOVE FOR w/ 1-3/4" ' DETAILS 7f BEAM DESCRIPTION & NT & 2-1/2" I MAX- HORIZONTAL SPANS) IN EACH V9 & 1i2� ;;. 1/4-20 S.S. MACHINE SCREW & Tw NUT 12" O.C. PROVIDE 1"0 V. MiN, ACCESS HOLE IN BOTTOM OF ACCE5• BEAM OR USE THR BOLT A5 k HOLE SHOWN 1N CIE TAIL to EXISTING J 5/B" STRUCTURE MAX �-2- x 3- x 1/4" 6063-T6 ALUM. ANGLE THREE-1/4-0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD* 72 PSF) BOTTOM SUPPORT BEAM DETAIL SCALE: 3" - T-0" SCALE :3 T- 0" EMBE w H V) X Q i EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EO-EQ. SEE TABLE GLASS OR DOOR 3/16"0 POP RIV ID OR *112 TEK SCRE (al 6" 0 C_ (TYP.) m n u V & Sa ASSEMBLY z Q a 5/8 " MAX C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 3/16-0 O I CA CONNECTION TYPE ul LE 6 O.C.t l l .2 ��I I j � P' rttrtrctrv�t ,vrvLnun SCHEDULE FOR MAX. SPACING- 1/ 4 1 MAX. J 71/2" OPTIONAL LOCATION CS CONNECTION TYPE 3 REFERENCE ANCHOR EDGE DIST ;. SCHEDULE FOR MAX. " SPACING CEILING INSIDE MOUNT SECTION FOR WOOD PLATE USE 1/4 "0 L t. SCALE: 3" 1"-0" D S.S. LAG SCREW W/ 1-3/4" .M r it i �i i�i i 11f1 -1/4" MAX. z"i QJ w uJ F wU)Q ~ �3� = z Ow N QJD XQO X w F xu Q(A MAX PLNLTP,,Ln T.O,..,.TO 1N 0.,., PLATE (a) 12" O.C. PRODUCT REVISED 4" As complvilre with the Florida TWO 1/ m S S. LAG SCREW PLYWOOD AND PENETRATION O.C. MAX. W/ 1-3/4" BuidingCode STUCCO FINISH PENETRATION IN CENTER OF Acceptar-CCN0 i�3 - 1 0 5/13" MAX STUDS I(;xpl. anor, Dalc O ? 008 2" x 6" P.T. WOOD PLATE jJ �y (MAX. DESIGN LOAD _ 72 PSF) huam >7ad roduct Control WALL MOUNT SECTION - USING 2" x 6- P.T. WOOD PLATE K SCALE: 3" = 1'-0" Division l7 �z N P4 O L z Z� m e~n o CJ W ~ J � (� o ~ a 05 �� aO o N V g� w a 0 N .a W . Nm • N m m � = u T W W z z 2 LL z ut pm L) C 0 W Z12 25 N Z N w� N> zm S m 0 tx D wh = o io p zz is d� orW 4tDrno Li I_,)m �ccun oMa] �0L0ur LL m_m_ J� VV� r�FL VJ. KNEZEVICH ►NOfiSs10NALE IHEER "M FASTENER 2 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) M10 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET p0 18" O.C. 1" x 1" x ,055" ; 1" x 2" x ,055"- 2" x 3" x .OS5" • 2" x 4" x .Ot! OR 2" x 5" x .1215" AL. ANGLE IALT. CCOSI ��''JJ SCALE: 3 u„1' FASTENER 24" O.0 (USE ANY ANCHOR II ANCHOR SCHEDULE) V-0. 1" x 2 x 1/8" 1'_UM. ANGLE 3 *110 TEK SCREWS OR 3/16"0 ALUM. ° POP RIVE' S (TYP.) 2" x 2" x 1/8" ° ALUti. TUBE 6063-T6 ALLOYJ *110 x 1/qT' GALVANIZED SMS OR 3/15'"0 ALUM. POP RIVET (al 16".3v 0 . C . 1",A" x .055" ; 1" x 2" x .055 Kx 3" x .055" • 2" x 4" x .05! R 2" x 5" x .125" AL. ANGLE 21 A MAXIMUM ALLOWABLE SPAN SCHEDULE B -A LTYPE TYPE B TYPE C TYPE D E NEG. DETAIL. DETAIL. 1 DESIGN ALL OR ❑ETAIL DOUBLE LOAD MOUNTING CONDITIONS DETAIL E (PSF) EXCEPT EPT SINGLE ANGLEANGLE REQUIRED 9-3/16" © EO FO REQUIRED 3-3/4" 3-3/4" MAX. B O. MAX. B.O. MAX, B.O. (FT - IN) (FT - IN) (FT - IN) (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13- 1 11-0 13-1 11-2 40:0 12- 11 10-8 12-5 10- 11 48.0 12-4 9-9 10-4 1 10-0 52.0 12- ] 9-4 9-7 9-7 56.0 11 - 11 9-0 9-0 9-3 61.5 11 - 7 8- 7 Q- 7 B- 10 63.3 11 =6 B - 6 0-6 8-8 66.6 10- 11 8-3 8-3 6-5 67.5 10-9 8-3 8-3 8-5 71.2 ]0-3 B-0 8-D 8-2 75.0 9-8 7-8 7-9 -0 B1..4 8-11 7-0 7-0 7-4 86.8 8-5 6-7 6-7 6- 10 91.4 8-0 6-3 6-3 6-6 100.0 7-3 5-9 5-9 6-0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4-9 4 -9 5-0 130.0 5- 7 4- 5 4- 5 4- 7 140.0 - c" 4 - 1 4 - 1 4 - 3 - 150.0 _5 4- 10 3- 10 3-1D 4-0 160.0 4-6 3-7 :.-7 3-9 170.0 1 4-3 3-4 3-4 3-6 $110 TEK SCREW OR 3/16"0 `ALUM. POP RIVET @) 24" O.C. (TYP-) TWO 1/4"0 FASTENERS EACH ANGLE (SEE ANCHOR RR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTE: - EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE P lSCAnyi�cai LE: 2" x 2" x .125" ALUM. ANGLE CONT, 1/4-20 TRUSS HEAD BOLTS & NUiS W/ LOCK WASHERS C3 EXISTING STRUCTURE g HALF OF(D USE MALE OR FEMALE AS REQUIRED nALT. CORNER CLOSURE DETAIL Q SCALE! 3" ■ Y-o" NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4, ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN, SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105-H32 OR 6063-T6 ALUM. ALLOY (1/8" BELOW CONCRETE) T A MINIMUM SHUTTER SEPARATION FROM GLASS (IN) B L MINIMUM MINIMUM E SEPARATION SEPARATION 2 POSITIVE FROM GLASS FROM GLASS ACTUAL FOR I FOR DESIGN SPAN INSTALLATIONS INSTALLATIONS LOAD IW) (FT - IN) LESS THAN OR GREATER THAN (PSF) EQUAL TO 30' 30' ABOVE ABOVE GRADE GRADE (INCHES) (INCHES) 5 - 0 2-7/8 1-1/-2 7 - 0 2-7/8 1-5/8 30.0 8 - 0 2-7/8 1-5/8 11- 0 3 2-1/8 13 - 1 3-3/4 2-3/4 5 - 0 2-7/8 1-1/2 7 - 0 2-7/8 1-5/8 40.0 8 - 0 2-7/8 1-5/13 11 - 0 3 2-1/4 12 - 11 3-3/4 3 5 - 0 2-7/8 1-1/2 7 - 0 2-7/8 1-5/8 50.0 8 - 0 2-7/8 1-3/4 11--0-- - 3 2-1/2 12 - 2 3-3/4 - 3 5 - 0 2-7/8 1-1/2 7 - 0 2-7/8 1-5/8 60.0 8 - 0 2-7/6 1-3/4 11 - 0 3 1-3/4 11 - 8 3-3/4 3 5 - 0 2-7/8 1-1/2 7 - 0 2-7/8 1-5/8 70-0 8 - 0 2-7/8 1-7/8 9 - 6 3 2-1/4 10 - 4 3 2-5/8 5 - 0 2-7/8 1 i- 1/2 '7- 0 2-7/8 1-3/4 80.0 B - 0 2-7/8 1-7/8 11 - 0 3-1/8 3-118 12 - 1 4 4 5 - 0 2-7/6 1-1/2 7 - 0 2-7/8 1-3/4 Z �� Q 0. 11- 0 3-3/8 3-3/8 vai 3m 11 - 6 3-7/8 4 w 0 5- 0 2-7/8 1-1/2 ~ �w � a� 7 - 0 2-7/8 1-3/4 XO 100.0 8 - 0 2-7/8 2 X Fu 9- 0 3 2-3/4 Qu,n 10 -3 3 3 uj - -- -- 1/4" MAX, 4 1-1/4" VACCEPTABLE ISTING STRUCTURE N. 3,000 PSI CONCRETE NCRETE FASTENER CD B" O,C Y SCHEDULED FASTENER IS D LTERNATE FLOOR MOUNT DETAIL CALE: Y - 1'-0" V Z m o m z m N 8 !i w� �og vC7 I-= o s o a o = 5 '^ `^ 0 � � a O , r 4 En In W p = T vl ¢ Q m pm 7 W N N 1 W z +y=Z�J u m W L? Z g Y o W - z w r m 52 o U J W�1 U1N z Z c: h m 2 8 U ` ]L °' O IT ui d dl �' w or 4 <-mo L.,uOWN ¢-mm �'d =avv I I n p x Ir F 0 0, a] 0)amm V Q 06 ra:_ 0 �'"m Zf JX .�L VJ. KNE-ZEV1CH MOFESSIOWL E iNEE1t 13L Lk - fa I M "W a� C � r o ■_ 9 N v 0 C] d r� y e 0 10/17/2002 dr�vn Oy a'.AI+IrR.lu�� u - - - AS NOY[G MCA d"a lqn by ch"c�.■d by 13}• VJK VJK Miami AdWm .. ucl Control d�.,no no. Division 03-814 sheet 5 of 7 PRODUCT REVISED as complying with the Florida Buid:•ng Code Acceplzncc No O3 - o7 .r" 0) o I E 0 a E c c n n tJ cc �^ ANCHOR TYPE 1/4"0 ITW TAPCON W/ 1-1/4" MIN. EMBEDMENT (MIN. 3,100 P.S.I. CONCRETE) * K3 1/4"0 POWERS CALK -IN W/ 7/B" EMBEDMENT a 1/4-20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) 1/4"♦ POWERS ZAMAC NAIL -IN W/ 1-1/8" MIN. EMBEDMENT Z(MIN. 3,000 P.S.I. CONCRETE? O li 1/4"0 ELCO MALE/ FEMALE"PANELMATE" W/ 1-1/4 MIN. EMBEDMENT b 1/4-20 MACHINE SCREW WITH NUT (MIN. 3,300 P.S.I. CONCRETE) 1/1," ELCO TEXTRON HEX -FLANGE TAPCON/ HEX HEAD TAPCON W/ 1-3/4" EMBED (MIN. 3,320 P.S.I. CONCREM 1/4"O ELCO CRETE FLEX W/ 1-3/4"-HN. EMBEDMENT (MIN. 3,350 PS.I. CONCRETE) ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO 1 SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 5,_81. 8'-0" 9'-01, 13'-1" 5'-8" 8'-0" 9'-0- MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) C1 I C2 I C3IC4 C5 C1 C2 C31C41CSI C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 C5 45.0 12 [12J 12 12 j 7 12 12 12 B 1 5 12 12 12 7 4 10 1 5 5 5 3 12 12 12 12 9 12 12 12 10 1 6 12 12 12 9 1 5 11 6 1 6 1 6 3 1 9 6 12 12 12 6 4 11 9 10 6 3 8 3 4 12 12 12 11 7 12 12 12 6 5 12110112 7 4 9 3 3 5 3 -73,6 12 12 12 4 10 5 5 5 3 9 4 3 4 8 3 4 12 12 12 9 5 11 6 6 6 4 10 4 1 4 5 3 9 3 3 5 3 5 3 B 3 4 8 3 4 B 3 4 11 6 6 6 3 9 3 3 5 3 9 3 1 3 5 3 9 3 3 1 5 1 3 170.0 8 3 4 8 3 4 8 3 4 B 3 4 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 45.0 12 12 12 12 9 12 12 12 9 6 12 12 12 6 6 12 9 9 5 4 12 12 12 12 12112 12 12 12 10 12 12 121121 9 12 11 11 9 6 57.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 4 12 5 4 4 3 12 12 12 12 11112 12 12 12 8 12 12 12 10 7 12 6 6 7 5 73.0 12 12 12 B 5 12 9 9 5 4 12 6 6 5 3 12 5 4 4 3 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 105.0 12 9 8 5 4 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 45 0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 B 4 '4 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 57.0 12 12 12 8 5 10 10 10 5 3 9 7 8 5 3 6 3 12 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 4 73.0 11 11 11 6 3 8 4 4 4 7 3 3 4 6 3 12 12 12 7 4 9 5 5 5 3 8 3 3 4 7 4 105.0 B 4 4 4 6 3 6 3 6 3 9 5 4 5 3 7 4 7 4 7 4 170.0 6 3 6 3 6 3 6 3 7 4 7 4 7 4 l 4 4 5.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 B 7 7 4 12 12 12 12 12 12 12 12 12 B 12 12 12 12 7 12 8 B B 5 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 B 5 11 4 6 3 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 4 4 7 4 7 3.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 12 6 8 8 5 12 6 5 7 4 72 14 4 7 4 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 L. 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 57.0 12 12 12 12 B 12 12 12 9 6 12 12 12 B 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 B 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 B 12 11 10 9 6 12 7 7 6 5 12 6 5 7 105.0 12 8 B 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 b 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 L. 12 6 5 7 1. 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 -1. 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 1. W4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 12 4 1 4 4 14 6 6 3 3 12 12 4 4 14 6 f 6 3 3 12 112 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 S 7 4 1170.0 12 4 4 6 3 12 4 4 6 �1 6 15 7 14 112 L6 5 7 4 12 16 15 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 3/4" EDGE DISTANCE LJ (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO cc P.S.F. 5'-B" 8'-0" 9'-01, ANCHOR I l�f)r MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE H (SEE !C NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) ul 1) 1 C-11 C2 C3C4 I C5 C1IC2 C3 C4 C5 C1 C2 C3IC4 C5 C1IC2 C3 C4 C5 45.0 12 12 12 9 1 1 12 12 12 6 1 5 1 12 12 12 5 4 12 9 1 9 3 3 57.0 12 12 12 7 1 5 12 12 12 5 1 3 12 12 12 4 3 12 5 4 3 p 1/4"0 WOOD LAG W/ 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3 12 5 4 3 O 1-3/4" MIN. THREAD 10$.0 12 9 8 3 3 12 5 4 3 5 4 3 12 5 4 3 0i PENETRATION SHEAR PARALLEL OR PERP. 170.0 12 5 4 3 1215 4 3 �12 5 4 3 12 5 4 3 TO WOOD GRAIN SEE PAGE 7 FOR ANCHOR NOTES PRODUCT Rr VISED as complying Wilb The Florida Buiding Code Acceptuncc No a - G 7 0 • 0 EIpiva601] Vat0 o Z T_006 By MIa 1 Da roduei CDntr01 Division ti7 Uz m o u z ZN W F .r Qap� aq w L c LJ L7 Q0 -0 = LL N a lJ °C d m sma .� LA Lq N C m • V � W Q ` P. W 1- W N zca N W >� z lJ 0cn 8 S o ? I 12 N m N 6 wo 5_ O hQ:1 le i� �J (Tmo V �_mcr) D� �1" V Nb cmmin �mrm xavv S-- Z x Fr m a °1�0 o u1 u1 �� s; 00 (�' fJ% I.L OQ 44 _Z It N �: i (( rr1A, pfo§�S51011/.1. ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE u (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO cl: P.S.F. 5'-81, 8'-0" 9'-0" 13'-1" 5'-8" vl ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NQTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) u1 W 1) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl I C21C31C4 C5 C1IC2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS "ClC2 C3IC4IC5 45.0 12 12 12 7 4 9 1 9 9 5 3 8 8 8 4 5 3 3 3 12 12 12 8 5 10110 10 6 3 1 9 1 9 1 9 5 1 3 1 6 1 3 3 3 5 3 7 7 7 4 6 5 5 3 4 11 11 11 6 4 8 1 B 8 4 7 1 5 6 4 5 3 7 4 5 3 3 3 4 4 8 8 8 5 3 6 3 3 3 5 3 5 3 73.0 7 1 7 1/4"0 ITW TAPCON W/ 105.0 5 3 4 4 4 6 3 3 3 5 3 S 3 5 3 1-1/4" MIN. EMBEDMENT 170.0 4 4 4 4 5 3 5 3 5 3 5 3 45.0 12 12112 7 5 11 11 11 5 3 10 10 10 4 3 7 3 3 3 12 12 12 12 7 12 12 12 8 5 12 12 12 7 4 8 4 4 5 3 * 57.0 12 12 12 6 4 9 9 9 4 8 6 7 3 5 12 12 12 9 5 11 11 11 6 4 10 8 9 5 3 7 4 73.0 10 10 10 4 3 7 4 3 3 6 3 5 12 12 12 7 4 9 5 4 5 3 8 3 3 4 7 4 1/4"0 POWERS CALK -IN W/ 7/8" EMBEDMENT 105-0 7 3 3 3 5 5 5 8 4 4 5 3 7 4 7 4 7 4 1 1/4-20 STAINLESS STEEL MACHINE SCREW 170.0 5 5 5 5 7 4 7 4 7 4 7 4 Y 45.0 12 12.112 7 4 6 6 8 5 3 7 7 7 4 S 3 12 12 12 9 5 9 9 9 6 3 B 8 8 5 3 6 3 3 3 u t 57.0 9 9 9 6 3 6 6 6 4 6 4 5 3 4 10 10 10 7 4 7 7 7 5 6 5 6 4 4 3 J m 1/4"A POWERS 73.0 7 7 7 4 5 3 3 4 4 8 B 8 5 3 6 3 3 4 5 3 4 3 m ZAMAC NAIL -IN W/ 1-1/8" 105.0 5 3 4 4 4 5 3 3 3 4 3 4 3 4 3 Z p MIN. EMBEDMENT 170.0 4 L 4 4 4 3 4 3 4 216 3 L 3 3 4 5.0 12 12 12 9 5 12 12 12 6 4 11 11 11 5 3 6 4 4 3 12 12 12.10 6 12 12 12 7 4 12 12 12 6 4 8 4 4 4 6 0 Q� 57.0 12 12 12 7 4 10 10 10 5 3 9 7 B 4 6 4 3 12 12 12 8 5 10 i0 10 S 3 9 7 6 5 3 0 3 = 1/4••m ELCO MALE/ "PANELMATE" 13.0 11 11 11 5 3 8 4 4 3 7 3 3 3 6 3 12 12 12 6 4 8 4 4 4 7 3 3 4 6 3 FEMALE W/ 1-1/4 MIN- EMBEDMENT 105.0 8 4 4 3 6 3 6 3 6 3 8 4 4 4 6 3 6 3 6 3 3 1/4-20 MACHINE SCREW WITH NUT 170.0 6 3 6 3 6 3 6 - 3 6 3 6 3 6 3 6 3 45.0 12 112112 10 5 11 11 11 7 4 10 10 10 6 3 7 3 3 4 12 12 12 12 7 12 12 12 9 5 12 12 12 6 4 8 4 4 5 3 53.0 12 12 12 8 4 9 9 9 5 3 8 6 7 5 5 3 12 12 12 10 5 11 11 11 7 L. 10 8 9 6 3 7 4 73.0 10 10 10 6 3 7 L. 3 4 6 3 5 3 12 12 12 7 4 B 5 4 5 3 7 3 3 4 7 4 1/4" ELCO TEXTRON HEX -FLANGE TAPCON/ 105.0 7 3 3 4 5 3 5 3 5 3 8 4 4 5 3 7 4 7 4 7 4 HEX HEAD TAPCDN W/ 1-1/4" EMBED 170.0 5 3 5 3 5 3 5 3 7 4 7 4 7 4 7 4 45.0 12 12 12 10 5 11 11 11 7 4 10 10 10 6 3 7 3 3 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 8 4 4 5- 3 57.0 12 12 12 8 4 9 9 9 5 3 8 6 7 5 5 3 12 12 12 10 5 11 11 11 7 4 10 8 9 6 3 7 4 1/4-0 ELCO CRETE FL:CX 73.0 10 10 10 6 3 7 '. 3 4 6 3 5 3 12 12 12 7 4 B 5 4 5 3 7 3 3 4 7 4 W/ 1-1/4" MIN. EMBEDMENT 105.0 7 3 3 4 5 3 5 3 5 3 8 4 5 3+ 7 4 7 L ! I I/ i' 3 r .L.S�< /I/ �{ �� 7 �1 �/4 4 r I,�if 7 1 1/ 114- J/ r� A 17 I 7 Y_lll� c y 4 170.0 5 3 J f/ Y /1 3 j C�� 5 I f V g �/ 7 ^� f Iy 1 A 4 E� ,{ KA ANCHOR NOTES: 1 SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. 2 ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3 CORHEECPTE A° ROBR WOOD TYP"G. REFER EXISTING STRUCTURE FOR ROPtR NOTYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. VARYY, EXISTING STRUCTURE FASTENERS FRAMING RE INT6 ADEQWOODUATE WOpa FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING WOOD STUD SHALL BE "SOUTHERN PINE" G=0.55 OR GREATER DENSITY- LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8 MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN QASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U,O.N. 9. ®DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD-DUT MOUNT SECTION a ANCHOR SPACING SHALL NOT EXCEED 8-1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION (�) ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED as compi)-ing with the Floridz Bniding Code Acccplcncc No Expiration Dale O 0$ 111 Mi mi 0 induct Control Division w Z ry S m $ Z ! Q ;: F W m • LL vi W 0 lJ.l V pp `j W a yL a v F-D Q 0 C p O -0 um S I N a 4 0. �soa A W = W <W� W Z „ N W S{ z W lJ� G c w L � m o ra W W Lug N> m j a f U J �0 V IN IT- V3. KNEZEVICH I'aDF>vSSiDWAL INFER rLLu a 108L3 2003 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P. A. D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01-03 AND #0715.01-03 AS PER TAS-201, TAS-202 AND TAS-203. 2. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14x2.75" AND #14x1.75" RESPECTIVELY, 410—HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA H.V. DACROSHIELDO COATING SYSTEM AS MANUFACTURED BY APPROVED COATINGS APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATIONS. PINS MUST BEAR THE H.V. MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024—T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi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©"OR"QM". ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS COASTAL SHUTTER SYSTEMS, INC. MIAMI, FL. MIAMI—DADE COUNTY PRODUCT CONTROL APPROVED. Approved as compl :59 w it;1 �66 Ada Einidi s c1ude Date Z 7, mkwa Diode F mdud Comm! SURFACE OF THE CENTERMATE FOLLOWS: NOV 9 2 205 MIAMI—DARE 00UNTY I P.E. SEAL/SIGNA:RJRE/IJATE 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 'DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLU01MG LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PA.D., PROVIDED HE/SHE DOES NOT DEVIATE_ FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESpONS1BILI-'. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL -BE PREPARED BY A FLORIDA REGISTERED ENGiNE£P OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD E.O.R.) F1?R THE PROJECT AND WHO WILL BE RESPONS13Lc FOR f-HE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE F'..>.D. ENG1_NFF.R SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Till E CO INC. _T ILLIT TESTING & ENGINEERING COMPANY c3S5 N.W. 36th. SL, Ste. 305. VIRCINIA GARDENS, FLORIDA 331,66 Phone : <305)871-1530 . fax : (305)871-1531 e—mail: tilteco0aol.com EB-0006719 WALTER A. TILLlf Jr- P. E. 'FLORIDA Lic. A 441'67 F.B.C.(High Velocity Hurricane Zane)j O 2003 EASYERN METAL SUPPLY, INC. COASTAL SHUTTER -BERTHA HV Tm SYSTEMS, INC. Accordion Shutter System (ASSA # 347) 1Ev_ No _ DESCRIPTION DATE DRAWN BY: M.C.V. I DATE: 11/02/05 8500 N.W. 72nd ST.. 2 DRAWING No MIAMI, FL 33158 05-331 PHONE: (305)4106-0944 .3 -- FAX: (305)4-06 t)946 4 SHEET 5 1 OF 14 ( HV BLADE # 1 COVERED UNDER US. PATENT # 5458179 (F) HD 2" (Max)B 0 HEADER SILL #2 3.226" 1.500" _085" (TYR ) f—O 4.897" O HV ADJ. ADAPTER WILIP VARIES O H.V. 2" (Max.) DIRECT MOUNT ( V CEILING HEADER-1- 3" FLOOR ANGLE Approved as complying with the Florida U 'd•og Cod Date `Z Z 2� NOA# o 5 --1 . o Miami Dade Ptxdact C t" D7' (I)HV ADJ. TRACK HV CENTERMATE # 1 (SELF MATING) VARIES to - - @C HV 1 " max. B O HEADER SILL fi ( HV WALK --OVER TRACK 125" TYR X 0 VARIES FROM 2.000" TO 5.00)" ® B.O. WALL ANGLE NOV 0 2 2005 MIAMI—DAD.E COUNTY IRE. SEAL/SIGNATURE/DATE SCALE: 3%8"=1 " 4.660" HV FLOATING CENTERMATE„-# 2 X Y t 1. 1" 0.062" 1 " 2" 0.062" 2" 2" 0.062" 2" 3" 0.062" 2" 4" -0.062" 2" 5" 0.062" ( S) Dj ANGLE /11LIEC 0.... TILLIT TESTING do ENGINEERING COMPANY 55 N.W. 36th. SL, Ste. 305. VIRGINIA GAROOM FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: lilteco®aol.co-m EB-0006719 WALTER A. TIWT Jr. P. E: fLORIDA tic. If 44167 (DD CEILING KADE�S'L_I_ � ()HV 0' / 180' STARTER ( HV CORNER CENTERMATE A 3 X Y I t 2" 3" C�CORNER POST F.B.C.{Higfl Velocity Hurrican-e Zone) COASTAL SHATTER SYSTEMS, INC._ {ASSA # 347.) 8500 N.W. 72nd ST.. MIAMI, fL 331616 PHONE: (305)406--0944 FAX: �305)406-0946 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV"m Accordion Shutter System 2EV. Nc DESCRIPTION DATE JDRAWN BY: M.C.V. 1 DAT-E: 11 /02/05 2 DRAWING No 05-331 3 4 SHEET 2 OF 14 51 VARIES, 12- MIN. 1/4- 0-20 S.S. OR 3/8-0-16 ACETAL THUMBSCREWS. (SEE DETAILS) LOCKING ROD (SEE NOTES ON SHEET 4) 1/4--20x1/2- FLAT HE?D S.S.M.S. (2 TYP.) a 4 �� .875" .318" Co rn .875" PLASTIC HEAD MOLDED TO SCREW 1/4--20- THREADED 9.1 1-13n- t1/2- c m rn 1 /4"+a .375"0 3/8"0-16 ACETAL 1/4-, 0-20 S.S. THUMBSCREWS THUMBSCREWS 1/4--20 THREADED1 rE CAST HOUSING ENAMEL BAKED PAINTED BRASS CYLINDER do KEYS (CHROME PLATED) BRASS CYLINDER (CHROME PLATED) © H.V. LOCKZ EGRESS H.V. LOCK (SEE NOTES ON SHEET 4) 1 /4"0-20 x 3/4" S.S. THUMBSCREW .`18" 18- 0 n AFTER RIVETING :3&6" BEFORE RIVETING 1.14"0-20 RIVNUT* ® ALTERNATE La a Hv LOCK (SEE NOTES ON SHEET 4) GENERAL SCALE: 3/8"=1 " *:SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820. AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL WHEEL- #3 NYLON ASSEMBLY AT WASHER AT EVERY OTHER KNUCKLE #2 SHORT RECESSED NYLON BUSHING. HV BLADE ACCORDION PIN i ACCORDION PIN n ; BLADE #1 LONG RECES'. NYLON BUSHING. #1 LONG NYLON BUSHING. #14x2 3/4" H.V. ACCORDION PINT W/ #8 BEAD IZ Y S{' U NNE - to N N # 14x2 3/4" H.V. � ACCORDION PIN { W/ #8 HFA11 j I I = I, � _ I I #3 NYLON I 's HAT WASHER ACCORDION tl) E PIN 1 L-.-1.315"O .870x3/1 6 0.188"0 AISI -9 5 THICK NYLON 302 SERIES S.S. I - WHEEL. RIVETS40 - 4J -470"0=_ co AISI 302 4715"� a SERIES S.S. WHEEL ' CARRIAGE o - I # 1 LONG RECESSED ? NYLON2 SHORT t I NYLON BUSHINGHV I BUSHING ACCORDION 1 I A PIN 118LAf E i I �y `1 Q `tow0NCO in TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = i" WHEEL CARRIAGE DETAIL N.T.S. n #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD O i 1 13LAD.E t , 1 LONG ECESSED YLON BUSHING ; 14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD ASSEMBLY LAYOUT N.T.S. F.B.C.(High Velocity Hurricane Zone) a 2003 EASTERN METAL SUPPLY, INC. Approved as COASTAL SHUTTER gERTHQ HVTM ,i a � `2Go� L E �N�. SYSTEMS, INC. Iat� z Accordion Shutter System NOAN U - Mi�mi dC ^`-�'`-� �TILIJT TESTING dl ENGINEERING COMPANY (ASSA # 347) REV. N DESCRIPTION DATE DRAWN 8Y: I{.( 6355 N.W. 36th. SL. Ste' 305. MRGINIA GARDENS. FLORIDA 33166 1 DATE: 11/02/0 �i Phone : (305)871—t530 . Fax : {305)871-1531 8500 N.W. 72nd ST.. 2 DRAWING No NOV D 2 L005 e-mail: tilteco®aal.com MIAMI, 1=L 331.68 3 05-331 WALTER A. TO-Iff �Jr. P. F- P)-10NE: (3- 05)4060944 MIAMI-OADE COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. 111 44167 f-AX: (305)4.08 SI i-0946 5 3 EOF 14 * NOTES ON LOCKING RODS U HV LOCK 0 AND ALTERNATE )l LOCK: 1. MANDATORY COND[fiQN #1, ONE HV LOCK ® SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Q OR CENTERMATES W/(2) 1/4".0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES #1 & #2 ON SHEET 9. 2. FLOOR/CEILING S): TWO HV LOCKS R} OR ONE HV LOCK 0 W/ TWO LOCKING RODS 0) AT TOP & BOTTOM SHALL BE USED FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. HV LOCK @ SHALL BE ATTACHED TO Q OR ® CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 9. 3• • IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES Q OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OPTIONAL CONDITION #2 (VALIQ ONLY WHEN NIMIUMEY -CONDfTIQN #1 OR LIM9112 --MANDATORY LOCKING RODS QU ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS QU OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDATORY CONDITION #Z- ONE HV: LOCK ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK QY SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO QX CORNER CENTERMATE W/(2) 1/4"0--20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS QU AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 9. 6. ALTEENATE T I~ ONE ALTERNATE LOCK 0 MAY BE USED IN LIEU OF HV LOCK FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1 /4" 0-20x3/4" S.S. THUMBSCREW TO QL OR © CENTERMATES SHALL BE MADE W/ 1 /4"0-20x3/4" ALUM. RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. ORO OR OM t& -{B)°R(DOR 1 F I ORO @J 0R0 + @ OR +Q OR (L )+Q @CPR _(�) OR@ .OR ® UR@ + (I _jA W OR ic z_ av, d-z I Qcn aZ Y NDU D 1- 0 W J f O 12 W wZ �-_ vviz^ L � II 11 \pl� tl II �O TYPICAL SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE F.8.C.(High Veto -city Hurricane Zone) © 2003 EASTERN METAL SiJPPLY. INC. ,"proved as rnmplyim-, with tie COASTAL SHUTTER BERTHA HVTM Florida Be-Z�"PmAaa o 1 L E C O INC. C. SYSTEMS, INC, Accordion Shutter System ROAN 0mismi Did' TILLIT TESTING & ENGINEERING COMPANY .(ASSA # 347) 1. REV- N DESCRIPTION DATE DRAWN BY: M �.V. Di 355 N.W. 36th. St, Ste. 305, MRGINLA CARDENS, -FLORIDA 33166 1 DATE: 1 1 /O2/05 frytk�z�� Phone : (305)871-1530 . Fax : (305)871-1531 8500 N.W. 72nd ST.. 2 DRAWING No NOV 0 2 2DO5 a-mail:-tIIt2C0o000I:C0M MIAMI, FL 331-66 OJ-33� EB--0006719 P( RONE: 3r05) 406-0944 3 WALTER A. TILLIT Jr. P. E 4 SHEET MIAMI—DAD£ COUNTY P.E. SEAL/SIGNATURE/DATE _ FLORIDA tic. # 4411;7 FAX: (305)4U16-10946 5 4 OF 14 POURED CONCRETE ANCHORS CONCRETE REQUIRED tSEE SCHEDULE ON SHEET 10) _ OSCREWS NOTEFOR M INATION ON POURED [Min. M/ MACHINE USING 1/4"-20 NUTS ® 12" O.C. 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY CONCRETE ANCHORS CONCRETE 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SCHEDULE ON SHEET 10) REQUIRED IN ANY WAY TO SUIT ANY INSTALLATION. r-- — - - OR FO xo r-� - EQ Q * E. D. = EDGE DISTANCE +� r+ (SEE NOTES & SCHEDULE ON S4ELT 11) o F.i W FF r I CI 1 1 l i i F I I I ! ' MIN. SEPARATION ' i MIN. SEPARATION TO GLASS I (SEE S ET I A TO GLASS ' (SEE SCHEDULE I w 1 I r i ON SHEET 9) '9) EXISTING I i I ON SHEET 9) I 1 I A GLASS—j 1 EXISTING I GLASS— I It O1 WALL MOUNTING INSTALLATION 2O WALL MOUNTING INSTALLATION EXISTING GLASS--- 4 MIN. SEPARATION TQ GLASS I ' (SEE SCHEDULE ! ON SHEET 9) 7/ 7111� r r I r I I � POURED CONCRETE _ OR CONCRETE BLOCK WALL REQUIRED OR O CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) 0WALL MOUNTING INSTALLATION Ap:mved W MMPIYI&g WM 1M Florida RaW' Code w1c IVU Lo 0 .43 Miami DiAc Fmdad CanAsd EXISTING POURED CONCRETE -- OR CONCRETE BLOCK WALL REQUIRED INSTALLATION DETAILS SCALE: 3/8"=1 " NOV 0 2 2005 MIAMI—DADE 'COUNTY I P.E. SEAL/SIGNAT_Uq/DATE MIN. SEPARATION TO GLASS (SEE SCHEDULE WNCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) 1/4"0-2Ox3/4" S.S. PHILLIPS TRUSS READ MACHINE SCREWS USING 1/4"-20 NUTS ® 12" O.C. ® WALL MOUNTING INSTALLATION 11LIEC0114 TILLIT TESTING & ENGINEERING COMPANY �5 N-W. 36th. St., Ste. 305, MGMA GAROENS, FLORlDA 33166 Phone : {305)871-1530 . Fax : (305)871-1531 e—mail: tlteco®aol.com £8-0006719 WALTER A. TIWT Jr. P. E_ fWRIDA Lic. # 44167 F.B.C.(High Velocity Hurricone Zonb) © 2003 EASTERN METAL SUPPLY, INC. COASTAL SHUTTER BERTHA HVTm SYSTEMS, INC, Accordion Shutter System (ASSA # 347) 1 . No DESCRIPTION DATE DRAWN BY: M.C.V. 1 DATE: 11/02/05 8500 N.W. 72rid ST.. 2 DRAWING No MIAMI, FL 331T6 a 05-331 P410NE: (305)4fl6-0944 FAX: {305)406-0946 5 SHE 5 5 OFF 14 POURED CONCRETE REQUIRED f cif' I I I EXISTING GLASS I MIN. SEPARATION TO GLASS —j (SEE SCHEDULE ON SHEET 9) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) Ana kk :.: 111 K IM EDGE OF - SLAB IF APPLICABLE 5) CEILING MOUNTING INSTALLATION MIN. SEPARATION TO GLASS I(SEE SCHEDULE : ON SHEET 9) EXISTING GLASS ALTERNATE ANCHOR LOCATION i i I O + I I l I EDGE OF SLAB IF E APPLICABLE POURED CONCRETE REQUIRED E D. MIN. SEPARATION TO GLASS rn (SEE SCHEDULE ON SHEET 9) I I � � EXISTING GLASS —A I I I i I , NOTE FOR -COMBINATION OF N : 1— SEE SHEET 3 FOR TYPICAL SHUTTER A ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUff ANY INSTALLATION. I � I F I * E. D. = EDGE DISTANCE I III I '(SEE NOTES & SCHEDULE ON SHEET 11) I I EDGE OF SLAB IF APPUCABLE POURED I D.* -ONCREIE REQUIRED ZFLATHEAD CONCRETE ANCHORS {SEE SCHEDULE ON SHEET 11) © WALK --OVER MOUNTING INSTALLATION MIN. SEPARATION TO GLASS r(SEE SCHEDULE— A ON SHEET 9) I EXISTING I GLASS-- 0 #14x3/4" HEX HEAD TEK I I SCREWS ® 9" O.C. OR 1/4"0-20 I I S.S. M.S. W/ NUT ® 9" O.C. I I II I #100/4" HEX WASHER HEAD a 3/a MIN. TEK SCREWS ® 12" O.C. I 3/8 FRIN. CONCRETE ANCHORS i (SEE SCHEDULE ON SHEET 11) icn w rrn w clj x {¢ I i j�cv I I II I I I �1/2 1 SLAB I + � Q' IOF APPLICABLE THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT 1 1/2- D * OR ENTRANCE (7) FLOOR MOUNTING INSTALLATION t POURED CONCRETE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) a ® FLOOR MOUNTING INSTALLATION t EDGE OF —SLAB IF APPLICABLE INSTALLATION DETAILS SCALE: 3/8-- 1- 1=.B..C.(High Velocity Hurricon-e Zone) © 2003 EASTERN METAL SUPPLY, INC. A.pproVeda3COMOYlagW'tht➢te COASTAL SHUTTER BERTHA HVTM Florida Staid Cad 7 11LIECO.N C ■ SYSTEMS INC. Accordion Shutter System _�- 1vo o . ❑ I4lwwDakVadod Cwftd (� ASSA 347) TILLIT TESTING do ENGINEERING COMPANY INtEV. DESCRIPTION DATE DRAWN BY: M.C.V. 1 DATE: 11 /02/05 RPS N.W. 36th. SL, Ste_ 305, VIR INIA GARDENS. FLORDA 33166 2 DRAWING No ?hone : (305)871-1530 . fax : (305)871-1531 8500 N.W. 72nd ST.. 7kAIA—DADE NOV 0 2 2005 e—mail:-til�6 19ol_com MIAMI, EL 33iS$ 05-331 COUNTY P.£. SEAL/SIGNATURE/DATE WALTER A_ TiLl.1T Jr. P. E. FLORIDA -Lic. 1 44167 PHONE: 305 405-0944 � ) FAX: (305)408-0948 3 4 s 6S Off 14 OUT 2'x2"xt/8'xO'-2" (6063—T6 ALLOY) ALUM. ANGLE W/(2) 1 /4.0 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) dt (4)#10x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) N EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) L - N EXISTING GLASS (OR@ OR(DOR 0OR (@+@OR bl� 1/2" #10x3/4' S.M.S. ® 12" IF O.C. FULL LENGHT. 1/ 2" 1/2' OO O S ©©oF� r-1 OUT (EXTERIOR) 3 1/4" 7' OPPOSING CENTERMATES Wj LOCK W Lwlzm 'm �MAPMORIm v � �2,/ LJ SECTION 12 AT CORNER CENTERMATE #3 SCALE: 3/8"=1" Approved as coepiyiuh with the Fiorida t?uid'a� Cod I� _2 -z.a¢ 1400 . 43 t�s:.,.as lfl�de >P�od Cattlrot * SEE NOTES ON LOCKING RODS' UQ. HV LOCKS AND ALTERNATE LOCK e, ON SHEET 4. OR (R °R 0 SECTION 12 ----------------- SYMMETRICAL * I N CENTERMATES OPTIONALO W LOCK W * (INTERIOR) W t y \ J ALTERNATE SECTION 12 NOV 0 2 2005 MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE EXSSTING GLASS 6 1/2" SEE END WALL CONNECTION DAILS_ON„SHEFI'S 8 & ]? 7" _ SYMMETRICAL I CENTERMATES 1 MIN. FEPAR4TION W LOCK W * 1 TO GLASS (S££ SCHEDULE * V I I OM SHEET 9) i -1 G EXISTING GLASS (�)ORJ:�) ORCOR MIN_ SEPARATION TO GLASS CHElD I; OR H T, f I@°R <SON SHEET 9 113 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED -.1 ANCHORS 16" ac. OR O 0 UT �— 6 1/2' MAX. SLACK SECTION 12 AT SLACK DETAIL IF APPLICABLE F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY. INC. CaASTAL SHUTTER BERTHA HVTM Z7,LLIECO N. SYSTEMS, INC. Accordion Shutter System TIWT TESTING do ENGINEERING COMPANYASSA # 347REV.- He DESCRIPTION DATE DRAWN BY: M.C.V, 6368 N.W. 361h. St_. Ste. 305. VIRGINIA GARDENS. FLORIDA 33166 1 -DATE: 11/02/05 Phone : (305)871-1530 _ Fax : (305)871-1531 8500 N.W. 72nd ST.. s DRAWING No e—mail: tilteco@aol.com MIAMI, FL 3317616 0rJ-331 WALTER A. TIWT Jr. P. E. PHONE: (305)406-0944 3 4 1 SHEET FLORIDA Lic. # 44167 FAX: <305)4fl6-0946 5 7 OF 14 0 16" 107 (LOCATE AT EfnH!Z SIDE OFK) L 1 /2" MIN. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS i (SEE SCHEDULE 1/16"x3" MAX. (6063-T6)— ON SHEET 9) CONT. ALUM. CLOSER PLATE. (LOCATE AT EITHER I SIDE OF NO) I #tOxt/21 ® 16""OO.0 #1Ox1/2" S.M.S. - — - — - .0 ® 16" O.0 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS LOOR©OR®ORC OR(q+OORO END CONNECTION DETAIL 1) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED— EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) END CONNECTION DETAIL - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED - EXISTING GLASS -r— — -� < MIN. SEON TO GLASS (SEE SCHEDULE ON SHEET 9) SEE DETAIL X FOR SIDE CONNECTION TO TRACKS LSOR©OR©ORC OR (B+OOR O END CONNECTION DETAIL 20 BORID OR©ORC OR®+OORO Approved as oo=PIIY� with 13e Florida 130disg Code z ".A# a - Miami wae Doted Curd MIAM1—DA-DE COUNTY # 100 /2" S ® 12" CONCRETE ANCHOR ® -X 12" O.C. 2" MIN. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS POURED CONCRETE POURED CONCRETE 'OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING GLASS J MIN EXISTING GLASS OjV2" — .MIN. SEPARATIONTO (SEE SCG DULE 1 M yTO GLASS ON SHEET 9 ) 1 /2" j / 1 *USE 1" OR 2" MAX_ 1. (� CN HEETUQ) ' ---� I SAS APPLICABLE) x2"x1/8"xO'-2" ALUMINUM CLIP ANGLE (6063-T6 ALLOY) AT MIDHEIGHT t I W/(1)#10x1/2" S.M.S. I TO e & (2)1 /4"0 TAPCONS _ ANCHORS TO WALL AT I" O.C. {LOCATE AT EITHER SIDE 'OF (@) SEE DETAIL X FO OROOR flORC SIDE CONNECTION ORQOR(J:)ORC TO TRACKS OR(fl)+OORO 40R(R+.00R4Q) END CONNECTION DETAIL 3) �� F" MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) D (2)#14xl 3/4" HV PIN. (B)OR4D OR(DORC OR®+(DORQ) PLAN (2)# END CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" VIEW Y ( OR(DOR C )+OORQ ORQORQoRC DETAIL X END CONNECTION DETAIL © OR(g+DORQ) SCALE: 3/8" = 1" F.B.C.(High Velocity Hurricane Zone) O 2003 fASTERN METAL SUPPLY, INC. COASTAL SHUTTER BERTHA HVTM I L E C O II N c. SYSTEMS, INC. Accordion Shutter System NOV 0- 2 2,005 P.E. SEAL/SIGNATURE/DATE TILLIT TESTING & ENGINEERING COMPANY (ASSA # 347) REV. No DESCRIPTION DATE DRAWN BY: M.C.V. 1 DATE.: 1 1 /02/05 iii.W. 36th. SL, Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 2 >JRAWING No Phone = (305)871-1530 . Fax : {305)871-1531 8500 N.W. 72nd ST.. e-mail: tilteco@ool.,com M�AMI, FL 3316fi 05-331 fA. PHONE: 305 406-0944 s 4 Si'�E� TILUJr.T� WALTF_R A IL1.1 r. P. E. FLORIDA LIc. # 44167 FAX: {305)406-094� 5 8 OF 14 SCHEDULE .42 CS HEDULE n MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.)* INSTALLATIONS W/ SYMMETRICAL CENTERMATES, ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAXIMUM DESIGN LOAD (p.aJ.) (+ OR —) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING FLOOR/CEILING MOUNTING L + (ft) L - (ft) L + (ft) L - (ft) 30 13'-2' 16'-0" 13'-2" 16'-0" 35 12'—B" 14'-10' 12'-8' 14'-10" 40 12'-3" 13'-10" 12'-3' 13'-10" 45 11'-11" 13'-1' 11'-11" 13'-1" 50 1 V-7' 12,-5" 1 V-7" 12'-5" 55 1 V-4" 1 V-10" 1 V-4" 11'-10' 60 1 V-1 " 1 V-4" i V-0" 1 V-4" 65 10'-10' 10'-10" 10'-7' 10'-10" 70 10'-6" 10'-6" 10'-2' 10'-6" 75 10'-1" 10'-1" 9'-10" 10'-1" 80 W-10' 9'-9" 9'-7" W-10" 85 9'-6" 9'-6" 9'-3" 9'-6" 90 9'-3" 9'-3" 9'-0' 9'-3" 95 9'-0" 8'-9" 8'-9" 9'-0" 100 8'-9" 8'-4" 8'-6" 8'-9" 105 8'-7" 7'-11" 8'-4" 8'-4" 110 8'-4" 7'-7" 8'-2" 7'-11" 115 8'-2" 7'-3" 8'-0" 7'-7" 120 8'—O" 6'-11' 7'-10" 7'-4" 125 7'-10" 6'-8" 7'-8" 7'-0' 130 7'-8" 6'-5' 7'-6" 6'-9" 135 7'-7" 6'-2' 7'-4" 6'-6" 140 7'-5' V-11" 7'=3" 6'-3" 145 7'-3" 5'-9" 7'-1' 6'-0' 150 7'-2" V-7" 7'-0' 5'-10" 155 7'-0' 5-5' 6'-10" 5-8" 160 6'-11" 5-2' 6'-9" 5'-6" 165 6'-10" 5'-1" 6'-8" 5'-4" 170 6'-9" 4'-11" 6'-7" 5'-2" 175 6'-7" 4'-9" 6'-5' 5'-0' 180 6'-6" 4'-8" V-4" 4'-10" 185 6'-5" 4'-6" 6'-3'' 4'-9" 190 6'-4" 4'-5' 6'-2" 4'-7- 195 6'-3" 4'-3" 6'-1" 4'-6- 200 6'-2" 4'-2" 6'-0" 4'-5" 205 6'-0' 4'—l' 6'-0' 4'-3- MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.)* INSTALLATIONS W/ OPPOSING CENTERMATES. ONE HV LOCK & NO LOCKING RODS (SEE NOTE I-) MAXIMUM DESIGN LOAD (pa 0 (+ OR —) CONCRETE & WOOD INSTALLATIONS A WALL MOUNTINGS & FLOOR/CEILING MOUNTINGS L + (ft) L - (ft) 30 12'-3" 14'-9' 35 1 V-9" 13'-8" 40 1 V-4" 12'-9" 45 11'-1" 12'-0" 50 10'-9" 1 V-5" 55 10'-6" 10'-11" 60 10'-3" 10'-5" 65 10'-0" 10'-0' 70 9'-8" 9'-8" 75 9'-4" 9'-4' 80 9'-0" 9'-0" 85 8'-9" B'-9" 90 B'-6" 8'-6" 95 8'-3" 8'-3" 100 8'-1" 8'-1" 105 7'-11" 7'-11" 110 7'-8" 7'-7" 115 7'-6" 7'-3" 120 7'-4" W-11" 125 7'-3" 6'-8" 130 7'-1 " 6'-5" 135 W-11" 6'-2" 140 6'-10" 5'-11 " 145 6'-8" 150 6'-7" 155 6'-6" 5'-5" 160 6'-5" 5'-2" 165 6'-3" 5'-1" 170 6'-2" 4'-11" 175 6'-1" 4'-9" 180 6'-0" 4'-8- 185 V-11" 4'—.6" 190 5'-10" 4'-5" 195 5'-9" 4'-3" = 200 5'-9" 4'-2' 205 5'-8" 4'-1' MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.)* INSTALLATIONS W/ SYMMETRICAL CENT RMATES. TWO HV LOCKS OR TWO LOCKING RODS TOP/BOTTOM W/ ONE HV LOCK (SEE NOTE t) MAXIMUM DESIGN LOAD (p.e.0 (+ OR —) CONCRETE & WOOD INSTALLATIONS FLOOR/CEIUNG MOUNTING L + (ft) L — (ft) 30 13'-1" 16'-0' 35 12'-7" 16'-0' 40 12'-2" 15'-2' 45 11'-9" 14'-3" 50 1 V-6" 13'-7' 55 1 V-3" 12'-11" 60 1 V—O" 12'-4" 65 10'-9" IV-11" 70 10'-7" 11'-5" 75 10'-4" 1 V-1" 80 10'-0" 10'-9" 85 9'-9" 10'-5" 90 9'-5" 10'-1" 95 9'-2" W-10" 100 9'-0" 9'-7" 105 8'-9" 9'-4" 110 8'-7" 9'-2" 115 8°-4" 8'-11" 120 8'-2" 8'-9" 125 8'-0" 8'-5" 130 7'-10' 8'-1" 135 7'-9" 7'-9" 140 7'-7' 7'-6` 145 7'-5" 7'-3' 150 7'-4" 7'-0' 155 7'-2" 6'-9" 160 7'—l' 6'-7" 165 7'-0' V-4" 170 6'-11" 6'-2" 175 6'-9' 6'-0' 180 6'—B" 5-10' 185 6'-7" 5-8' 190 6'-6" 5'-6" 195 6'-5" 5'-5' 200 6'-4" V-3" 205 6'-3" 5'-1" ,k 0� TES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L—: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L—" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE INM IMUM DETERMINED SPAN BETWEEN "L+" AND "L—". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Li- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2—= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'L1+", "L2+", "L1—" AND "L2—" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. ♦ SEPARATIQN 70 GiLA55 )�EQUIREM£NT5 (1) SEE MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS 4NSTALLED WITHIN THE FIRST 30'-0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS 1-UR SHUTTERS INSTALLED ABOVE 30'- 0" .ELEVATION -Or BUILDING, MEASURED AT BOTTO'A '3E 3HUTTE. IS 3". MINIMUM SEPAR6:1,10N TO GLASS SCHE Kit P- SHUTTER W/ ONE 1_OSK - SHUTTER INSTALLATION W/ INSTALLATION `N/ SPAN SYMMETRICAL GPPOSINQ CEN'ERMATES CENTERMX(-CS 105" OR LESS 3 5/16" 4' > 105" TO MAX, 3 7/8" 4" ALLOWED ■ ■i S I SSPANER INSTALLATION NSYMMETRKAI / I ]INCOPPOSING SALLATION /� 105" 2 3/4" 3 3/16" OR LESS > 105" TO MAX. 3 1 /4" 3 1 /4" ALLOWED ♦ MAXIMUM SHUTTER SPAN "L+" OR "L—" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. DESIGN LOAD. WALL MOUNTING CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS MOUNTING SHALL BE AS INDICATED ON MANDATORY CONDITION MOUNTING #2 NOTE #5, SHEET 4 OF 14. Approved " complyissg with tke FloridsisGid' gCode2� D,Ite z `L I L E C O IIN C_ NOAM Mimi Dade yea p � � f TILLIT TESTING &ENGINEERING COMPANY 6355 N.W_ 36th. SL, Ste. 305. VIRGINIA GARDENS, FLORIDA 33166 Byr�A�� Phone : (305)871-1530 . Fax : (305)871-1531 NNOV 0 'U e-mail: #ilteco®aol.com Ee-000671-9 WALTER A. TIWT Jr. P. E. MIAMI—DADE -COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA Lic. # 44167 INSTALLATION LEGEND 4CRETE & MANSORY WOOD (SHEETS 5 & 6) (SHEETS 13 do 14) # 1, 2, # 1 W, 2W, 3W, 3 & 4 4W, 5W & 6W # 5, 6, 7 # 8W. 9W & & 8 10w F.B.C.{High Velocity Hurric-ane Zone) ;@ 2003 EASTERN METAL SUPPLY, INC. COASTAL SHUTTER BERTHA HV" SYSTEMS, INC, Accordion Shutter System {ASSA # 347) REV. No DESCRIPTION DATE DRAWN BY: M.C.V. 1 DATE: 11/02/05 B500 -N.W. 72nd ST.. 2 DRAWING No MIAMI, FL 3318E 05-331 PHONE: (305)406-0944 3 FAX: (305)406=094B 4 SHEET 5 9 OF 14 MAXIMUM DESIGN PRESSURE RATINGi l� M—RRESPONOINGMAXIMUMANCHOR*SPACING TAPC• • w ■ ■ . • ' 1 • • w ■ • •INGPE SPECIRCATIONS MOUNTINGSALL POINM S D—S�Erj H ON P05RED CONCRETE POURED CON RETZONCRETE BLOCK WALL MOUNTING 2 WALL MOUNTING 4 mIM M MM �®�00000 �®000000 Q�®�0�000 Q®QODAO©�®©0000©>��Q00 . �mm00000 �®mE�O[i00 fry®m00000 �!®m00000 �®m000[�0 �®�EiDE�� ®mE%0000 �®m00000 �®m00000 �®00000� �®000000 �QQ'1Q0� �®m0000®�®QE%0000 �®m00000 �®Q%00®©0 �®m00�� ®QDOf��3'7® mimmEaoovo �®aiavvvoo a®moovvo mi®m�voa®v a�®mvvoQ©mfmmor�v a �'!®mE�0000 t�®m0000� �® ' 00000 ill®m0000Q fx!®mE7000®�®m00a�[� mimmovvo©mimmvvvv©�®moovvo a�®moo©Qv �®moQt�ov �®m000il� mimmoon®o as®mvvvv®�®moovvo fra®mofofaaa �mmQvovv ��3mE�0000' mimaaovofom ai®mvoor�or a®mEaovvo m®moo©oQ �QIm000QQ �®: avoQ�a m�mmlEaly©©Q mmmvoo®o ammvvvv©ml®mvvvaQ �®mam®QQ �®moo©av . �®moo®Qv mimmvov�ro lrc�®m�avvoo as®mvofvoo �®mQvo©Q �®moEaoo� mimmvvv©®a®moovvo ammor�vov a®mv®©ego a�mmvvoQQ �mmo�aEa©© �®mvv®Qof m®mEao®QQ a®mor-�ravv m®v©Qva©�®vv®QQQ �m�Qov®aa . mr®moovvo m®mEavm©Q a®mvvvv©�®mvaQvv m�®mvv©Qo a�®moves©® ®Q' DD�DQ �®m000©Q �®Q'100000. ®Q' DO n rQQ �®m00®aQ �0000�®a m®mft�©©QQ m®moo®av mf®move©a as®o©lveaQQ fry®ov®QQQ a��®v©aaa� :. ml®mrv®e�oo ai®mvomoar a®mlEaovoly m®mvoQQa �mmvv©QQ a�.mmQQa©�sQ �®moEa©e�ro a�®mNvaoofa fry®moovvo a�®m�©©QQQ rr�®miEaEaavv �mmav©©>n �mm®®QQQ m®momaaQ mmmovc�faa�mfvaaQQQ ®mm©voQQ �mf�amoaQo • mE®mmvai�■Qi aammEa®©vo mmmEav®ao m®m©aese �®mv®vQQ �®mor-�®e�fn a�mmvovQQ m®mvv®aQ m®mooflvaa m®1®f®QQQQ �®mEaofaaQ �mlm�oovQQ �®rim©QQQ mmmomQaQ m®mvovfaa®Ea©vof�■QQ�vv©QQQQ ®vor�ae�QQ • . �®�©®QQQ mmmv®QQo m®m000OCf�!®rs®Q�sviQ mi®m000o10 �mmQ®ea�fQo �®mm®Qao mmmofoc■ieaQi m®mooQQe� m�®©QQQQQ a�®m®ofaoo a�mmvaQQea �mv®ofQQo mE®mvaoesQ m®mEals�oQ©mimaaaQQQ my®aQOQIo mEm®®QQQo • �®ova�aao mr®mfafnvaQ mmmoQalaa a®©®v©aQ �®m©oQQQ �m�uEsvoQQ mfmmoaaQa m®m vaaaQ mfmm �■Qa�ao m®®aQQ�e■a m�®m ®aQaQ �lmmmaeaofv m�®©Qavo[of m®mQQvaQ a®maaaola a�®QQQQQQ ml®®QQQQv mi®QQQvvo � mi®®QOQvo a�®maQvaQ ammaaava amoQQQQv a�®mQQaaa �mmaaQ�■ia mf®OQQaI©am®maQQQQa®meavaQam®©QiaQQQ�®vav�■Qam�m�v®QQQa� m®vvvac�■Q m®®QQQQ©m®mQ©�aaQ v©a©aQQQ moQOQQQQ �faofaQQQo i �®mQQofvof �®oQQvvai m�®mQQOQQ mmvvvQe��a �®mQQQQ©�mQJlO©vQQ 0m®aQQaQ �®mavof�e■v mmmaaava moQQQveao m[®mQa�■�a©aa®®aQQofo ��®QQ��avly mi®®QaQVQ mr®mv[Qvaa m®QQv�avv �a©QVQQv �m®s�■ofQOQ i �®oQvvQQ mi®�QQQQv m®mQiavaQ mEaQVQOQQ �mQaQVQ�a r�mvar�fcrvQ as®maaofvot ml®mQQaQaI fry®mQQOQQ mmvQi�■voQ �®®QQavr�f m�®maQQvv �mQQVQQQ m®�■oQVQv m®�aQQOQQ v©vvaQQQ vvQQQQQof or�voQQofia �mvaQ�avv m®aQofv�raQ m®oavvvQ mvQaroQvv �®a©oQQQ� �maQof�sQQ �®iQvaNVQv �®lolv�aQvv m®oQQvaQ m©QVQVQv as®Qavilaa�a miaQQQQaia �vv©�■vQof tc�raQvvQvv mQQVQVQv ®vOiiQivlvO ®�■Qas�faQ�a ®avvaQQv . , �vvvvQvv mQQQvvvQ �QQQvaQQ mvQQQavQ �aQQ©vvv �r�QavQQ�v miva��■avvv mvea.a�■ofveaea ©oQ�yvv�a a�va�e�eaoofe� �e�voQleivn me�re�Qv��v A-ppmlld Is cOw0ying wlrh the F�vrid>e Dawi Code Daly z -7o TipA�i A3iami Dade im+adrld MIAMI-DADE COUNTY WOV 0 2 2005 P.E. SEAL/SIGNATURE/DATE �TIWT TESTING & ENGINEERING COMPANY 6355 N-W. 36th St. Ste. 305. VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 _ Fax : (305)871-1531 e-mail: #il#eco(gaol.com EB-0006719 WALTER A. T1WT Jr. P. E. RQRIDA Lic. If 441-67 1=.8.,C.�High Velocity Hurricane Zone) 2003 -EASTERN METAL 'SUPPLY, INC. COASTAL SHUTTER SYSTEMS, INC. (ASSA # 347) 8500 N.W. 72nd ST_. MIAMI, FL 33166 P4i0NE: <305)406-0944 FAX: (305)406--0946 BERTHA HV'm Accordion Shutter System NO DESCRIPTION DATE DRAWN BY: M.C.V. 1 DATE: 11 /02/05 2 DRAWING No 05-331 3 4 SHEET 10 OF 14 5 Mn TAPCON M [MUM DESIGN PRESSURE RATING (p.s.fj ANDI e -ANCHOR* .. a Ir ON POURED CONCRETE CEILING MOUNTING 5 FLOOR MOUNTING 6 FLOOR MOUNTING 7 FLOOR MOUNTING 8 ®�00000 �®�00000 �®�00000 �®�00000 . f �®�D0000 �®m00000 �®�00000 �®m00000 ��00000 �®�D0000 �®m00000 ��m00000 �®��0000 ®�00000 �®m0000® ��0000© ®m00000 �®�00000 �®m00000 �®m00000 ®m0000© ��00000 �®�000©0 �®m000�® ®�0000� �®�00000 �®�00000 �®m00000 ®m00000 �®�00000 �®m0000®��0000© ®�00000 �®m00000 �®m0000� �®m00®®0 0®0MUM=A Mmm"M000 MMMIMM©M0 MMMMM®v0 mmm®��0®�00��0 ■ M®®0©0m© M®M00MM0 ®00=0M=n m0®0®000 ■ MM mmmmm M®MIMMMMM IMM®MMM M®©MMMMM ■ ®mm0 00 m0 f�mmmmm M®mmmw0© Mmmmmmm0 MI®®00MM0 M mmmmm0 �®voodoo Qi®mvvvvo a��ovnaayo ®a©moovvv A.pprovc-s'a a-S ce--!! I �q; v; i 1. rye F101.14 �uZ-ail- 4 drI Date I Loa 5 Miami We Praed Cowes Eavis:aN ► n _ A , / Nov 0 2 2005 MIAMI—OADE COUNTY I R.E. SEAL/SIGNATURE/DATE /11LIECO.Nc. TIWT TESTING do ENGINEERING COMPANY 6355 N-W. 36th_ SL. Ste. 305. YIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco@ool.com ES-GOD6719 WALTER A. TILLTT Jr. P. E. fLORIDA Lic. # 44167 *NOTES ON ANCHOR REQUIREMENTS. POURED CONCRUE OR CONCRUE BLOCK SURQRATU I. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. Vc = 3 ksi) - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/4"0 x 3/4' ALL POINTS 'SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4"0 WEDGE -BOLT ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/1', /_ND 2" FuK WEDGE -BOLT ANCHORS. A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SQUD-SET ANCHORS SHALL BE 7/8" INTO THE POU2EU CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MEC:I;\c SCREW USEO SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WTTH NU STIrc'CO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN o_MT JOTURE BEHIND SAID WALL FINISHES, ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE. FOR INSTALLATIONS ON ANYL SIDING OR EIFS CONSULT THIS ENGINEER. (B) TO EXISTING CONCRETE BLOCK WALL: - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPE,;AL.TY COMPANY. - 1/4"0 WEDGE -BOLT W/ 1/4"0 BLOCK -PLUG ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE -BOLT ANCHORS, IS 1 1/4". B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST -CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE {E-D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE-OSTANS_E VERSUS SPACING FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2" EDGE DISTANCE FOR 1/4"0 TAPCON AND SOLID SET AND WEDGE -BOLT FOR E. D. LESS THAN THE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE Min. E. D. FOR ALL POINT SOLID SET ANCHORS IS 3). REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR ACTUAL E. D. E. WEDGE -BOLT 1/4-0 TAPCON SOLD SEf MIN. SPA - 3' MIN. SPACING - 3' MIN. SPACING - 3.5' 3' 0.83 0.83 0.78 2 1 /2' 0.66 0.66 - 0.50 0.50 - F.B.C.(High Velocity Hurricane Zone) 1@ 2003 EASTERN METAL SUPPLY, INC. COASTAL SHUTTER BERTHA HVTm SYSTEMS, INC. Accordion Shutter System (ASSA # 347) REV. Nc DESCRIPTION DATE PRAWN BY: M.C.V. 1 DATE: 11 /02/05 8500 N.W. 72nd ST.. 2 DRAWING No MIAMI, FL 331-66 05-331 PHONE: (3d5)406-0944 3 FAX: {305)406-0946 4 SHEET s !1 OF 14 MAXIMUM DESIGN PRESSURE RATING _(p.s.f`) AND CORRESPONDING MAXIMUM ANCHOR+ SPACING {injSCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE DESIGN LOA AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 13 & 14). SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1 /2" MiN. CDX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM SPAN (ft) WALL 1 W, 2W; MOUNTINGS 3W & 6W CEILING MOUNT FLOOR MOUNTINGS 8W WALL MOUNTINGS CEILING MOUNT 8W 1 W, 2W, 3W & 6W WALL MOUNTINGS CEILING MOUNT 8W WALL MOUNTINGS 9W & 10W FLOOR MOUNTINGS 1 W, 2W, 3W & f>W FLOOR MOUNTINGS 4W & 5W 9W & IOW 9W & 1flW NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD _{psf) NEGATIVE DESIGN LOAD (psf) 30 40 60 75 90 105 30 40 60 75 90 1051,30 40 60175 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 SO 75 90 05 30 40 60 75 90 OS '-0" OR LES 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 13 6 6 6 6 6 6 5 4 4 4 3 4'-0" 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 -6 6 6 6 5 4 4 4 3 5'--0" 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 S 5 6 5 4 4 4 3 6'-0" 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 -- 7'-0" 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6- 5 4 4 - - 8'-0" 12 10 1017.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - - 6 6 5 .5 3.5 3 6 5 4 - -- - 9'-0" 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - - - 10'-0" 12 10 7.5 4 - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3- - - 6 6 4 .5 3 S 5 -- - - 11'-01. 12 10 5.5 - - 6 6 4.5 - - - 12 10 4.5 - - 6 5.5 3.5 -- - - 12 10 - - - - 6 5.5 4 - - 6 5 - - 12'-.0" 12 10 4.5 - - 6 6 4 - - - 12 10 3.5 - 6 1 5 3.5 - - 12 10 - - - 6 5 3.5 - 6 5 - - - - 13'=0" 12 10 - - - - 6 6 - - - - 12 10 - - 6 14.51 - - 12 7.5 - - - 6 4.5 - - - 6 -4.5 - - - 14'-0" 12 10 - - - 6 5.5 - - - 12 7 - - - .514.51 - - - 12 7 - - - .5 4.5 -- - 6 3 - - - 15'-0" 12 - - - - - 6 - - - 12 - - - 5 - - - 12 - - - - 5 - -- 16' -0" 12 - - - - 6 - - - 12 - - - - 5 - - 1.5 - - - - 5 - - - - - 6 - - - - ♦ NOTES ON ANCHORS RE UIREMI^ TS: WOOO SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFTT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 13 do 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 7W, SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 1997 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) -DOUGLAS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -MIN. 1/2- CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. Approved as Vomplyim'S with tke Florida Rawl Cod Me Z � zo IVQAJJ O NOV 0 2 2005 MIAM4-DADS COUNTY I P.E. SEAL/SIGNAT-IRE/DATE F.B.C.(High Velocity Hurricane Zon-e) 2003 EASTERN METAL -SUPPLY, INC. COASTAL SHUTTER 11LIEC01 H�. SYSTEMS, INC. > TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. St. Ste. 305, MRGINIA GARDENS, RDRIDA 33166 Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: kilte-co®aol.com EB-0006719 WA0'ER A. TILLtr .Jr. P. E. fLORIDA Llc. If 44167 BERTHA -HVTM Accordion Shutter System (ASSA # 347) Ey. N DESCRIPTION DATE PRAWN BY_ M.C.V. 1 I I DATE: 11/02/05 8500 N.W. 72rvd ST.. s DRAWING No MIAMI, FL 331-66 05-331 PHONE: (305)406--0944 s FAX: (3,05)40S-D9-46 'A SHEET _.. 5 12 OF 14 WALL FINISH - 1 /4"0 TAPCON W/ 1 1/2- Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 12) i', OR WI a MIN. I OOD I HEADER REQUIRED 11 MIN. SEPARATION TO GLASS j (SEE SCHEDULE I ON SHEET 9) I WALL CONNECTION AT TOP EXISCLATING 9 MIN. SEPARATION TO GLASS I + I 2"x4" CONT. (SEE SCHEDULE WOOD PLATE ON SHEET 9) I REVID 1 I � 1 E WALL ! E FINISH INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1/4"0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 12) 1/4"0-20x3/4" S.S. MACHINE W/ 1/4"-20 NUTS N ® 12" O.C. i dSCREWS Min.--1 Ii i��g:: FINISH I _- EXISTING MIN. p 2"x4" WOOD q HEADER REQUIRED A MIN. SEPARATION I I TO GLASS EXISTING (SEE SCHEDULE I GLASS—N ON SHEET 9) I 2� WALL CONNECTION AT TOP MIN. SEPARATION TO TO CLASS i I EXISTING GLAS SCHEDULE- X ON S ) � � I 2 I l 1 2"x4" CONT./ WOOD PLATE CIF F OR © REQ'D. 1/4"0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) 1/2" MIN. COX PLYWOOD REQ'D. EXISTING MIN. 2"x4" STUDS ® 16" O.C. MAX. REQ'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. 4W) WALL CONNECTION AT BOTTOM �I/4"0-200/4" Min.=4 \ZV S.S. MACHINE SCREWS W/ 1/4"-20 NUTS ® 12" O.C. 1 -1/4-0 TAPCON W/ 1/2- Min. 1/2" MIN. CDX J PENETRATION OF THREADED AREA INTO PLYWOOD REQ.D. PLYWOOD.. WALL FINISH (SEE SCHEDULE ON SHEET 12) 5W WALL CONNECTION AT BO 0 SCALE. 3/8"-1" r OR NOTE: 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. i /4"0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD PLATE . (SEE SCHEDULE ON SHEET 12) 2"x4" CONT. SILL PLATE REQ*D. 3W WALL CONNECTION AT BOTTOM I MIN. SEPARATION I I TO GLASS (SEE SCHEi)ULE ON SHEET 9) I EXISTING GLAss-4 b p WALL I I 9 FINISH M E Y 1 Min j 1/4"0-2Ox3/4" S.S. MACHINE 2"x4" CONIATF SCREWS USING 1/4"-20 NUTS SILL PLATE REQ'D. ® 12" O.C. PL 1 /4"0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA ® MIDWIDTH OF WOOD PLATE {SEE SCHEDULE ON SHEET 12) 6W WALL CONNECTION AT BOTTOM F.B.C. High Velocity Hurricane Zone) Approved asro �i gWitht6e F'°"°aBa`dFECSYSTEMS, a� S' NOA# - ' Miami DaR[e E'rvdaet Cas DI MIAMI-DAOE 'COUNTY C�- I L 0 1 N G. COASTAL SHUTTER INC. (ASSA # 347) 8500 N.W-. 72nd ST.. MIAMI, FL 33t6f) PHONE: 305 ) 406-0944 FAX: {305)406- © 2003 EASTERN METAL SUPPLY, INC, BERTHA HVTM Accordion Shutter System TILLIT TESTING di ENGINEERING COMPANY 6355 N.W. 360L St., Sta. 305, VIRGFNIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco,@aol.com -EB-0006719 WALTER A. TILLIT Jr. P. -E. FLORIDA lic. g 44167 REV. Nc DESCRIPTION DATE DRAWN BY: M.C.V. 1 DATE: 110205 / / A40V 0 � 2 05 P.E. SEAL/SIGNATURE/DATE s DRAWING Na 05-331 3 4 4 SHEET0946 13 of tA 1 1 2" MIN. 1/2" #14x3/4" EQ S.M.S. ® 6" O.C. r I I I I r OPEN HOLE AT EACH STUD TO ACCEPT 5/16"0 LAG SCREW AT CENTER OF TUBE. I I MIN. SEPARATION ! I TO GLASS I (SEE SCHEDULE EXISTING ON SHEET 9) 1 + 1/2" (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER ® 24" O.C. REQUIRED EXISTING SOFFIT 3/4" Max. THK. 1'x4"x1/8" CONT. ALUM. TUBE .. (6063—T6 ALLOY) W/ (3)5/16"0 OR ©LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD I 1 MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION II OF THREADED AREA. VALID FOR I INSTALLATIONS WITH 72psf MAX. 1 DESIGN LOAD AND 9'-0" MAX. r SPAN. THIS INSTALLATION IS ONLY I VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE ! No. 2, OR EQUAL © HOLLOW CEILING MOUNTING INSTALLATION 4"x8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4-0 TAPCON W/ 1 1/2" Min PENETRATION OF THREADED AREA TO EXISTING WOOD BEAM. (SEE SCHEDULE ON SHEET 12) I I I I I I EXISTING I [ GLASS--' I I I I I MIN. SEPARATION w TO GLASS (SEE SCHEDULE j ON SHEET 9) i �4 SOFFIT MOUNTING INSTALLATION I IMIN. SEPARATION 1 I I I i MIN. SEPARATION I I TO GLASS x —I TO GLASS I I 4 EXISTING I (SEE SCHEDULE a I (SEE SCHEDULE 11 x GLASS I ON SHEET 9) 1 I ON SHEET 9) 1 I 1 I I � I 11 II I ALTERNATE f l EXISTING I ANCHOR I I I I GLASS-- I I 1 1 I LOCATION I I I 2"x6" MIN. WOOD 1 3/8 MIN. DECK REQUIRED li + I 3/9 MIN. (NO FINISH O 1 ALLOWED) 2'x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) uj E Q - EDGE OF DECK 1" IF APPUCA13LE EDGE OF DECK IF APPLICABLE 1/4"0 TAPCON W/1 1/2" Min. PENETI OF THREADED AREA INTO WOOD DECK. {SEE SCHEDULE ON SHEET 12) 9FLOOR CONNECTION MIN. #100/4" HEX WASHER HEAD TEK SCREWS 0 12" O.-C. 1/4"0 TAPCON W/1 1/2" Min. PENETRATION —/ L----2" MIN, — NOTES: OF THREADED AREA INTO WOOD DECK. 1.-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY (SEE SCHEDULE ON SHEET 12) 2—MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLOOR CONNECTION SCALE: 3/8" = 1' Approved as complying with the Florida SaidisIg Code Date 1 ZZ / -L `! ;/-L + S` NOAN-9.12 m"i D"t HOV 0 2 M5 MIAMI—DADE COUNTY 1 P.E. SEAL/SIGNATURE/DATE Tit L71 E C 0 ,Nc. TILLIT TESTING & ENGINEERING GOMPANY 5S N.W. 36th. SL, Sta. 305. VIRCINIA WOENS, FLORIOA 33166 Phone (305)871-1530 . fax : (305)871-1531 e—mail: tilteco®aol.com EB-0006719 WALTER A. TILLIT Jr. P. E. FLORIDA lic. If 44167 2"x4" MIN. WOOD STUDS. 1 /4"0 TAPCON .(AS APPLICABLE) ANCHOR ® 6" O.C_ W/ 1 1/2" MIN. �' I PENETRATION INTO WAIL FINISH STUDS OR W/ MIN, I 1 /2" PENETRATION TO 1 1 2" CDY EXISTING GLASS PLYWOOD IF NO STUDS EXIST. \� /E LQXf I P� MIN. SEPARATION TO GLASS :- �'�`T `�' �'=::r'=r` �: 1 /2" MIN. CO (SEE SCHEDULE PLYW000. ON SHEET 9) 1/2' MIN. ~ — #10x1/2" S.M_S. 0 16" O.0 (]DOR4(E)OR (MOR OR QORrf�+(0� END CONNECTION DETAIL 11111 & 4W 2"x4" MIN. WOOD /TAPCON ANCHORS STUDS RE0 yy/ 1 1/2" MIN. EXISTING GLASS rpl4'0 ENETRATION 0 12" -O.C. � MIN. SEPARATION TO GLASS (SEE SCHEDULE L ON SHEET 9) 1/2" MIN. 8 L f" L WALL_ EDGE R OR � R FINISH OF DECK IF OR OORO+lg APPLICABLE END CONNECTION DETAIL F_.B-.C.(High Velocity"Hurrieflne Zon-e)l COASTAL SHUTTER SYSTEMS, INC. �ASSA # 347) 8500 N.W_ 72nd ST.. MIAMI. EL 33166 PHONE: (305)4'06-0944 'FAX: (305)406-0945 {� 2003 EASTERN METAL SUPPLY, INC. BERTHA HVT` Accordion Shutter System REV_ He DESCRIPTION DATE IDRAWN BY: M.C.V. 1 DATE: 11/02/05 2 DRAWING No 05-331 3 SHEET 14 OF 14 5 _. _1 00 0-1 00 o •C!J 00 ti G Q� A o � D.H In N•FaCe o:,4a;I �rnrnf-n �rnarnnn'1 o a rn ---r r, w rn m � ma � rn p rD Z p n rCri C� rn Q Z rn a'am7a r ---IICn � --1 f n � C-, 2 r M Ca --lam - E � CZ� �rT, «�rn z t rn�,s v rT Colo, n o) A ci —�co -I c C-� C o a Z -^ toFri z-T, n rZ rn 11TLh Cn A + O a X s 7 N T o� 0 w rn y Tz oA rn rn_ rn D m EEL < v rn — Z C= -yam +o T <z To m o o n� 3 r T o c) Cu y -i _ 00��m p v „rn Z r� -4,o x 0�—NO S {� vl m z m $►�°R Inspection Worksheet Miami Shores Village gL4pr�ad` 10050 N.E. 2nd Avenue Miami Shores, FL F�aRin>� Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-57880 Permit Number: WS-8-07-1642 Inspection Date: 08/20/2007 Permit Type: Windows/Shutters Inspector: Grande, Claudio Inspection Type: Shutter Final Owner: GARCIA, DORA LUZ BELLI Work Classification: Shutters Job Address: 526 GRAND CONC Miami Shores Village, FL Project: <NONE> Contractor: FERGOSA INC tsunaing Uepartment comments Installation SHUTTERS Passed Cl "'2 Failed Correction Needed Re -Inspection Fee ($75) No Additional Inspections can be scheduled until re -inspection fee is paid. Phone Number Parcel Number 1132060171421 Block: Lot: Phone: (305)823-2073 Inspector Comments CC W 19 06;� L 5 Thursday, August 16, 2007 Page 1 of 2 Miami Shores Village 10050 N.E- 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 �'%p'iaill�r Project Address 526 GRAND CONC Miami Shores Village, FL Owner Information DORA LUZ BELLI GARCIA Permit NO. WS-8-07-1642 Permit Type: Windows/Shutters Permit Work Classification: Shutters Permit Status: APPROVED Issue Date: 8/7/2007 Expiration:02103/2008 Parcel Number 1132060171421 Block: Lot: Address 526 GRAND CONC MIAMI SHORES FL 33138-0000 Contractor(s) Phone Cell Phone FERGOSA INC (305)823-2073 Type of Work: SHUTTERS No of Openings: 14 Additional Info: Classification: Residential Fees Due Amount CCF $3.60 Education Surcharge $1,20 Permit Fee $240,00 Scanning Fee $15.00 Technology Fee 8$-pp Total: $265.80 Applicant DORA LUZ BELLI GARCIA Phone Cell Valuation: Total Sq Feet: Total I Amt Paid I Amt Due $ tto47— $ 0.00 $'0.00 Payment Type: AUG 09AIN l3Y:_CK 325� $ 5,556.00 Available Inspections: Inspection Type: Shutter Attachment Shutter 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. August 07, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Tuesday, August 7, 2007