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PLANSBUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PER IT Application is hereby made for the approval of the detailed statement of the plans and specification herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with &e Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami5hores 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 .J,j 1)7 1�,� 1)7 ,19 .° No. - —i Street 4 74A .A Owner's Name and Address 7ilit # 1# Mt•' t %1 Registered Architect and /or Engineer_ ___r AG , t44.- 1.4e Name and address of licensed contractor__ ' / V Location and legal description of lot to be built on: Lot 7 Block Subd ivisio ^ Street and Number where work is to be done !21 � fJ f State work to be done and purpose of building (by floors)_____,/ U Zone cubage required • 4- 6 6 Distance to next nearest building (Signed) MIAMI SHORES 'VILLAGc 0.1 / 1 -+ v 1.. 4.. Building nspector i ! Disapproved b pate Chairman Member Member LAJet 1P* t ' PLANNING BOARD DATE - New Building 1 / ' Remodeling Addition , _ Rep�irs No. of Stories To be constructed of <= • `. S Kind of foundation r I el "rt OA o 7 ` �s _i- $` -f.-� Roof Coy frig r Gc Estimated Total cost of improvements $ 1."I` i 0 ( aJ el r Amount of Permit $ T () `" '- .Plan Cubage -___' Size of Building Lot - ____.__1_a _ _ ___ -___ -/ :/ ,St. and for no other purpose. Maximum live load to be borne by each floor I hereby submit all the plans nd spe i fications for said building. All notices ith reference to the building and its construction may i. be sent to I '�y „ A _I �t ..t��. . / ' t ' / 1 . 4 ,-) ^ yp1 t ai t.te - ! ' -r �> , The undersigned applicant for this building permit does hereby certify that he understands and �xccepts his obligations as an employe JP 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks . (Signed) ? / "[22...?Q STATE OF FLORIDA, COUNTY OF DADE. ss 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 stated are true. ..— , 696e ?_ i/j-�l Permit No . Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires 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 rgich re- inspection is made necessary by improper notice for inspection or faulty • . materials and /or workmanship. , t �( !4ti t(2,— 'k 1 51:0 ."6'.› . b - Let s LI t40 X ID - 0800 41 S 4,9 2-cil() ik 191 itg()1 Ito Ora. g): zoi rya O___ ;.3.1 (t) 5 5 ‘O o f t4) ( r. 5 Et(): ( t)eks, 1000 .,.t.A,o(,).AA.ic.c4; 1(4 Cirt , r 1 ) .AC 0.6s I. B. FORD 1712 S. W. 1st Street Miami 35, Florida Telephones: 8 -3508 MN Aez. 98 V' .5'r ti 5 ' 1/ , <' 1/4'/ for . .cccX 4 / According to the Plat thereof as recorded. in. Plat pools Public Records of Dade County, Florida. For Ve),9,v G'o ea,rr &aro8 k <2 9; /Aso .1 HEREBY CERTIFY that the attached sketch represents a survey made under my direction and is true and correct to the best of my knowIedgeand blief. There are . no encroach at xcept �h REGISTERE LAND SURVEYOR 421 STATE OF FLORIDA S , 7 " /, 7656 t m " 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 rule i 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 INT I o- Street__ S//• Owner's Name and Address d Registered Architect and/or Engineer ) Name and address of licensed contractor__ r Location and legal description of lot to be built on: Lot Block Subdivision — Street and Number where work is to be done 1 )itP State work to be done and purpose of building (by oors )__ .c el 1'0; lily p d it 6. 4 . 5 Jzi I o MO New Building Remodeling Addition To be constructed of_ W 0 Kind of foundation C O da____I• .1 ,. Estimated Total cost of improvements $ /2 (i --# --• Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor STATE OF' FLORIDA, I COUNTY OF DADE. BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT SS. • MIAMI SHIRES VILLAGE d ifoiiAs* ti I§ and for no other purpose. Repairs No. of Storie ei vering /Z4 • Amount of Permit $ __Plan Cubage Size of Building Lot 7 4 roil. ?AA J-:,0P,514 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 14 Q; .t (,pc 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. . . Remarks i-P (Signed) ii-?"2 .1 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 firs duly sworn, upon a deposes and says that he is the of the above described co iruction, that he s arefully react the foregoing application, and that he did sign the same, and that all facts therein by him stated are e. Permit 51:1 Read, Sworn to and Subscribed before me. Disapproved 13a. Signed ) - 13uirdin T lirisp - ector (Poi Notary Public, State of Florida 4 My Commission Expires PLANNAG B ARD DATE Chairman , Member Member Member Member Member i 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 $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. • cA (0( c% „kt. Leo ) .l imirr /d i tr<c /r /C�ct c/ ¢/(I; ed (Ivor. /,i6(7/4 tit( pool' of 4 {o EX/S it) Gcu «� htcIt -t r r . N6 2 3'i A' • 0 244- 7S-P.V..e (et3P4$T ;oil- 40o•..) N )Lc.6 rAsa . r . 3 A . , 3 4 ‘ 2 4 4A Mty ttDi.t �►aw ¢4"ea • 4 19J (12 Pt Ewe .. '2b6 ',VS 1/0'14 Ss fftf To 1 444 y'r/ 4 %4 I(DM VRI C te N f10.4 30O. 1 olo +� yP,Fv INN. xv 1. 1wta T G D s 4ENP So w► H 13 10 N/ 4.If,4 n,,. -- CBS WALL 4L;f 2" WALL SECTION 3/4" = 1 0" E4444TL to 'AG e4,$ I f ►'/ i''6 r erL1 tb TYF? WINDOW DETA 1.1/2" = I' -0" E. FAMILY ROOM 11 Aot - $.J 2.l. Tt, eve X6 3 Rn 6r'- '/ �t \ 1/ �pf (� .f 5 r i2` 9Rti0-4 (s"bM'f W i t/to iAN• a: <cos' 1 ,0 c 11. " o & , t i3 k • • REDO C>;D GRGU1ED CELL (TM, 'L P,T. WOOD BUCK WITH %" x(f TAPCON SCREWS @ 4 ". FROM THE ENDS AND @ 15" 0,C. MAXIMUM ELSEWHERE,- EMBEDED 'IN CAULKING,- - IMPACT RESISTANT GLAZING OR STORM SHUTTER REQUIRED.- (PRODUCT CONTROL APPROVAL AND A SEPARATE BUILDING PERMIT REQUIRED).- C . 6 1, f0't. FLOOR PLAN 1/4" =I' -O" C�{ W c? - t ( ") PooKIOt1 =ti q S F. E • BR No if) NEW P L Y ROOM 20 1 4 2 to' Id (E) T24tic» r E. S O CH Nall fRA►1■06 EXIST. FLOOR PLAN 1/4" I O 5 . 10 ' 'i 4 c (0 ) n L. CRE N P R r f - >`.trsli@ : B1clhfb • 1: me titai sµ oti p ' P 0 Mov MR, o f wa 4.4 L) •r � Cow n hr1 cMt) wnU, +tv GI=NERAI. Qv!efcNB FOR re ENTJAL CGNSTRUGTicN INTRUSION AN!) 13UirGtM 6ECURITY FOR g>CTERIOR OPENINGS: 3 LV X 3 I,:' X 114' Bll Ut.?: I'L. $4. L 11 0 (,�,,. tMYt 4 A+w 6rX b` 811��`E}i C1� 3C: "CJ�1 T - 3 . 41.5 FkT - � BERT. CUT. TO fTGll1..)iV�a'0 • 11' 04T I G CCUXL9 .:4' 4 BERT, g1.,oxt ihLo�xlQTy e'' h . . 0' X 14' CCNC. COI.. I) V ✓ ‘,1- RT. ctJ A11 VERT t_aRa. tXTry ALL • L® [EL 1•I ?o 11o0 ts1U NINV(sty U?J% y 5dp A30 aV 0 boy 6'Mf#44 • I ID G'✓ Nao 1 I TO rouiJ, If E Vke 4I,; EXTERIOR EXIT DOOR IF GPPNABLE FROM E:aER;cRZ BNA.L1. DAVE AT L!ABT ONE LOCK TTIAT 16 KEY - OPERATED PROM 111E EXTERIOR LOG1G3 G4 EXl:PJQR D001R8 SHALL :-LAVE A �.i:.t 3 GS LOCK2-4 ccrieINATICK9. WERE .4 KEY•!N•Ti 1E-KNOTS TYPO LAT 31 -8ET 16 SPECIFIED. Ti-4EF ! A1TALL eZ M I <ILIARY DEAD SOLT TYPO LOCK PROVIDED. ' .... • LOOKS CH DOORS, i:{ ,ERS SUCH LOCKS ARg REpJIhEt3 TO DE INTRUSION AND BI R'aLNtY new- Mr, MALL ! CAt'ASLE CC RESISTING A FORCE CO 3U PGINDS APPLIED D ANY MOVABLE DIRECTION. T14E ACTIVE LEAF CF PAI GP SUANGiNG DOORS TO The EXTERIOR N-IALL HAVE LOCKS A6 RtQUiRED FOR 6N6LS 6WI45I45 DOORS OR HAUL TO B8 PROvIDED WTH A 1•11LTIPlE POiNT LOCK UN 3/8 i404 HD -L i 11-IRGW BOLTS WITH INSERTS AND OFERArro DY A CYLINDER LOCK. TVIE I4ACTIVE LEAF CF PAiR CF WINGiNG DOORS TO T1-E EXTERIOR 614ALL 16E PROVIDED WITH PULTIPLE•POiNT LOcX8 WT14 3/8 NCH 1 WITH I4 ERT8. 6LID11-6 GLASS DOORS IN EXTERIOR WALLS AND EkG86618LE FRGt1 T14E GUTSICE @W4-L DE PROVIDED UAN 6LIDi4G DOOR DEAD SOLTB, OR A BOLT GP PiN NOT RET1OYAI3LE OR OPERABLE Mal The IS<TERIOR AT 11-e J11 18, mac,. SILL„ OR At Ti-z mom MALIGNS. SUCH DOORS NULL DE REiN'OR3e ) IN TWO STRIKE AND LOCK AREA To MAINTAIN BOLT STRENGTI4 ER- ECTiVE?NE88 111—ERE NECP68ARY TO MEET T148 TEQJIRErI NTB Si:T FGRTW I-E1 8UC4t DOGR$ 8R - IAU. HAVE NO 8Cr2 3 REMOVABLE F ROM 11-10 OUTSIDE 11.141C3{ r REMOVED, WOULD FACILITATE READY ENTRY, NOR WALL ANY DOOR LEAF, U4EN CLOSED AND LOCKED, ESE OPER- ASLE FRGt-t T14E d1T610E A r�tlC.13+K FL,. FI'.L&: (- �I TOLD TO TO(' , IE E' r f3P!A � NY> LOoL TiC 13E4M lJI !¢_(R1 D' Y I)' C.:4iC. CGX., 1 1'1 41) '. k 'S 1FV o 17' O.O L/ 7r4' 1l_C.' c RT ON•'0 CO XIV CONC. COL.W /40 VERT.NP 1 3 TWO • a' oG W/ 10' Hocv C'44 OL VERT BAR$. 0' X D' 6T.RRER CGNC. COI.. W/ 4• VERT. CGNT, 10 f161LNJ11001'9 • 1 2' or•:. ( DCUT_ . )4' a,!: VL•RT. L PORT , f7■r0 EX!011141 I`Iof • E1.1!rG'04 G1pu)t1 Apo ELI ro, Gi¢G !v GIRD/ '1. I Iii 41 ( N eo•(N /Net I P' 20 ,J I /ZI Nv G N At 4S 1✓. I e. O 604 F1st►J cv 0614, c2'G 13, Vo D' X fG' f ILLS' CELL W /)•3 LIAR TIED TOl'EV GRMi /.ti? (COT It j. J N>G J IJ l+ o tN S -to 1 /ill /l / /1 /..//,ll FOUNDATION 1/4" = 1'- O" R I / I -,I0} Ex tea'TG 'T'1 LE riot* • • EX44TG ` U Exi CO Gc'NG - /0/6 to C-vt Wu 1 II i j A F o o .3 v po.A 7 , 10 SOUTH ELEVATION I/ 4'' =I' -O" GoMt'v( W/ NP A Ion 1114) 1 P,iPMENT ON SITE OBSERVATION INDICATES UNDISTURBED ROCK ld41,) WITII AN ALLOWABLE BEARING CAPACITY OF 2,000 PSF MINIMUM. IF OTHER CONDITIONS ARE ENCOUNTERED, CONTACT IN WRITING WITH THE ARCHITECT OF RECORD. PLAN (x 14,-6 ''∎^'ABLE SUPERIMPOSED DESIGN LOADS: , 1 , err Vst5r� S 'tR:s.r T•.t; 13XiERGR U NDc ew4.1. E LcEi) wini t.'r't SA at t T1 W81DE C/.' < i+t)1 iW.a .4 FORCE CP 160 P°1406 APPLIED TN AN GWEP `. BLS piI ZCTIGtl INLEe 11 W2-100U1 OPENING WOTECTED DT On-1ER CCfRUSIC ! 8ECt6 tY D 110E$ GR AN AFf12DWED Mr/ALEN—T. 14I4CsE8, tufi4 HIV.. PI:3 E. 4'ED To 1114E 0JT6IDE, CF ALL ixxTERIOR DOGR3, OFT?NADLE WNDO S, TR./...K.S.C1 FAY LTC:NTS MO .:CCE68 NTJTTERS 644ALJ. 14AVE NON-REMOVABLE PINS, OR SHALL DE CF iNTER.GCKN 611.0 flit! AND 6141 -1 NCI. 6 64 -iALL HAVE T4CN•EX1 SCREW. IAMBS CF ALL EXTERIOR Cif SR= T•TYP,! C1.8Wiw450 pGOR3 SHAD. ! RATTED OR CP 81MILAR 1 3P1CA11GN, TO PREVENT' DEFEATING TI-TE ropoe,e co ma 81 kIKE AND THE i iEGR?JTY CP �( C-KZ AND LATC4 -1E8. OT14ER TW4AN IN DOORS AND 111r,4M 48 NOT-E6 CF V-1E INSIDE LOGKJt4 DEVICE CP ri00R9 TO 114 EXTERIOR • e4-t.411 CGtIFt.Y LATH T1;E AN.61. 6TANDAF1 FOR2 uteri- GLAZING t USED N EUILD2 .3. BLIDNG GUESS DOORS AND }k$JZGNTAU.Y SLIDi4 11.124001.3 8WLL err CGt49TR'JCTED AND NSTA4.LED 80 114AT No PANEL CM DU L FPGt1 TT-4E TRAGK6 ILVIEN IN A LOCKED POSITION AND FT:OVIDEO WI11 -1 LcGK3 A8,Pc;RTN AaDVE. PJJCH DOORS AND WI4DOt» e44AI.L CCt"JP1.Y 1.111T1-4 114E AAJ 03.3./2 61fl t A,,RD FOR FORCED ENTRT- RE616TANT A.LIIIIIIII BLIDNG GLA83 DOORS, Ti-1E AM). OTANDAF06 FOR V.iDC43 POOR9, A14,81.,A3 -43.12 AND TI-IE AAMA 13023.12 AND T1-:8 AILS!. 8TANDAFD FOR ALut-Ti14LM Wx4DOW9 ANSI A1341•11, , DOORS WITH LGt 8 AS DEFINED HE:I4, SHALL NOT BE I43TALLED N 1 " DCIERIOR HALL&, GP AREAS ROCUIRIN5 SECURITY UN..EA3 THE LGJVEF D Af A i3 F T%c: ED AS PROVIDED ''i' OR 6Y M ApPRO/ED EG IVA.E_Etf SECURITY DEVICE. L LL =30PSF DL =25 PSF WIND FORCES AS PER P. - . C — — -- — I - t%f t 6411Psoi tUJS ZL cEA J'/ 4•l(04 v-p 11-S Ct r EX4 i .6 3x(a C 2(t C >6.1C , - r1f. QM yov560 Nt1A zfl c 4E� '4 4ttr,�s, Nett+ 10)4. Il.4. rJnttJ, FRAM I N G PLAN (rxi'ST -ro 15t MoDI 41;,) E ►la`,Tb t:A 3614 f• t ,. IMP4c,r f NO s412. b2 c4 0 w new Ne Lit-' EAST ELEV 1 /4" =1 O" i MAR 0 3 998 APPROVED Ito to' G U . O. SIT E PLAN I" = 20' k, IDA �I l EG Ng. Ewit ° 6 --- — 1st .01 vas. : for q 10,4 EtAitt-frrev NJ 6t1004 -) u. • N4 qt. ST• 16 .110 Ft.ovo Zo nI>!; X WEST ELE V. 1 /4" = II• p " It. d • , 4 ' �,' A0.41 +VS N -47'5 0 rft X 0 z W 1 W Q M o • Q 2 N o I LL, W (� Q -J O Q RC • J 0 • g so co C) 0 M O z 0 1- 0 0 Q VJ 0 co 0) VJ W 0 I Id Z 4 0 4 2 4 REVISIONS OAIE/bE11014 ORAMN BY. OATEs GIECkED 8 OATH 4.25• PROJECT NO. 42s .4b SHEET D o1% (4 °,. 4'S 34 ttt. '1 .4.10 1E 564 (eon *st•) N )Lc.6 rAsa . r . 3 A . , 3 4 ‘ 2 4 4A Mty ttDi.t �►aw ¢4"ea • 4 19J (12 Pt Ewe .. '2b6 ',VS 1/0'14 Ss fftf To 1 444 y'r/ 4 %4 I(DM VRI C te N f10.4 30O. 1 olo +� yP,Fv INN. xv 1. 1wta T G D s 4ENP So w► H 13 10 N/ 4.If,4 n,,. -- CBS WALL 4L;f 2" WALL SECTION 3/4" = 1 0" E4444TL to 'AG e4,$ I f ►'/ i''6 r erL1 tb TYF? WINDOW DETA 1.1/2" = I' -0" E. FAMILY ROOM 11 Aot - $.J 2.l. Tt, eve X6 3 Rn 6r'- '/ �t \ 1/ �pf (� .f 5 r i2` 9Rti0-4 (s"bM'f W i t/to iAN• a: <cos' 1 ,0 c 11. " o & , t i3 k • • REDO C>;D GRGU1ED CELL (TM, 'L P,T. WOOD BUCK WITH %" x(f TAPCON SCREWS @ 4 ". FROM THE ENDS AND @ 15" 0,C. MAXIMUM ELSEWHERE,- EMBEDED 'IN CAULKING,- - IMPACT RESISTANT GLAZING OR STORM SHUTTER REQUIRED.- (PRODUCT CONTROL APPROVAL AND A SEPARATE BUILDING PERMIT REQUIRED).- C . 6 1, f0't. FLOOR PLAN 1/4" =I' -O" C�{ W c? - t ( ") PooKIOt1 =ti q S F. E • BR No if) NEW P L Y ROOM 20 1 4 2 to' Id (E) T24tic» r E. S O CH Nall fRA►1■06 EXIST. FLOOR PLAN 1/4" I O 5 . 10 ' 'i 4 c (0 ) n L. CRE N P R r f - >`.trsli@ : B1clhfb • 1: me titai sµ oti p ' P 0 Mov MR, o f wa 4.4 L) •r � Cow n hr1 cMt) wnU, +tv GI=NERAI. Qv!efcNB FOR re ENTJAL CGNSTRUGTicN INTRUSION AN!) 13UirGtM 6ECURITY FOR g>CTERIOR OPENINGS: 3 LV X 3 I,:' X 114' Bll Ut.?: I'L. $4. L 11 0 (,�,,. tMYt 4 A+w 6rX b` 811��`E}i C1� 3C: "CJ�1 T - 3 . 41.5 FkT - � BERT. CUT. TO fTGll1..)iV�a'0 • 11' 04T I G CCUXL9 .:4' 4 BERT, g1.,oxt ihLo�xlQTy e'' h . . 0' X 14' CCNC. COI.. I) V ✓ ‘,1- RT. ctJ A11 VERT t_aRa. tXTry ALL • L® [EL 1•I ?o 11o0 ts1U NINV(sty U?J% y 5dp A30 aV 0 boy 6'Mf#44 • I ID G'✓ Nao 1 I TO rouiJ, If E Vke 4I,; EXTERIOR EXIT DOOR IF GPPNABLE FROM E:aER;cRZ BNA.L1. DAVE AT L!ABT ONE LOCK TTIAT 16 KEY - OPERATED PROM 111E EXTERIOR LOG1G3 G4 EXl:PJQR D001R8 SHALL :-LAVE A �.i:.t 3 GS LOCK2-4 ccrieINATICK9. WERE .4 KEY•!N•Ti 1E-KNOTS TYPO LAT 31 -8ET 16 SPECIFIED. Ti-4EF ! A1TALL eZ M I <ILIARY DEAD SOLT TYPO LOCK PROVIDED. ' .... • LOOKS CH DOORS, i:{ ,ERS SUCH LOCKS ARg REpJIhEt3 TO DE INTRUSION AND BI R'aLNtY new- Mr, MALL ! CAt'ASLE CC RESISTING A FORCE CO 3U PGINDS APPLIED D ANY MOVABLE DIRECTION. T14E ACTIVE LEAF CF PAI GP SUANGiNG DOORS TO The EXTERIOR N-IALL HAVE LOCKS A6 RtQUiRED FOR 6N6LS 6WI45I45 DOORS OR HAUL TO B8 PROvIDED WTH A 1•11LTIPlE POiNT LOCK UN 3/8 i404 HD -L i 11-IRGW BOLTS WITH INSERTS AND OFERArro DY A CYLINDER LOCK. TVIE I4ACTIVE LEAF CF PAiR CF WINGiNG DOORS TO T1-E EXTERIOR 614ALL 16E PROVIDED WITH PULTIPLE•POiNT LOcX8 WT14 3/8 NCH 1 WITH I4 ERT8. 6LID11-6 GLASS DOORS IN EXTERIOR WALLS AND EkG86618LE FRGt1 T14E GUTSICE @W4-L DE PROVIDED UAN 6LIDi4G DOOR DEAD SOLTB, OR A BOLT GP PiN NOT RET1OYAI3LE OR OPERABLE Mal The IS<TERIOR AT 11-e J11 18, mac,. SILL„ OR At Ti-z mom MALIGNS. SUCH DOORS NULL DE REiN'OR3e ) IN TWO STRIKE AND LOCK AREA To MAINTAIN BOLT STRENGTI4 ER- ECTiVE?NE88 111—ERE NECP68ARY TO MEET T148 TEQJIRErI NTB Si:T FGRTW I-E1 8UC4t DOGR$ 8R - IAU. HAVE NO 8Cr2 3 REMOVABLE F ROM 11-10 OUTSIDE 11.141C3{ r REMOVED, WOULD FACILITATE READY ENTRY, NOR WALL ANY DOOR LEAF, U4EN CLOSED AND LOCKED, ESE OPER- ASLE FRGt-t T14E d1T610E A r�tlC.13+K FL,. FI'.L&: (- �I TOLD TO TO(' , IE E' r f3P!A � NY> LOoL TiC 13E4M lJI !¢_(R1 D' Y I)' C.:4iC. CGX., 1 1'1 41) '. k 'S 1FV o 17' O.O L/ 7r4' 1l_C.' c RT ON•'0 CO XIV CONC. COL.W /40 VERT.NP 1 3 TWO • a' oG W/ 10' Hocv C'44 OL VERT BAR$. 0' X D' 6T.RRER CGNC. COI.. W/ 4• VERT. CGNT, 10 f161LNJ11001'9 • 1 2' or•:. ( DCUT_ . )4' a,!: VL•RT. L PORT , f7■r0 EX!011141 I`Iof • E1.1!rG'04 G1pu)t1 Apo ELI ro, Gi¢G !v GIRD/ '1. I Iii 41 ( N eo•(N /Net I P' 20 ,J I /ZI Nv G N At 4S 1✓. I e. O 604 F1st►J cv 0614, c2'G 13, Vo D' X fG' f ILLS' CELL W /)•3 LIAR TIED TOl'EV GRMi /.ti? (COT It j. J N>G J IJ l+ o tN S -to 1 /ill /l / /1 /..//,ll FOUNDATION 1/4" = 1'- O" R I / I -,I0} Ex tea'TG 'T'1 LE riot* • • EX44TG ` U Exi CO Gc'NG - /0/6 to C-vt Wu 1 II i j A F o o .3 v po.A 7 , 10 SOUTH ELEVATION I/ 4'' =I' -O" GoMt'v( W/ NP A Ion 1114) 1 P,iPMENT ON SITE OBSERVATION INDICATES UNDISTURBED ROCK ld41,) WITII AN ALLOWABLE BEARING CAPACITY OF 2,000 PSF MINIMUM. IF OTHER CONDITIONS ARE ENCOUNTERED, CONTACT IN WRITING WITH THE ARCHITECT OF RECORD. PLAN (x 14,-6 ''∎^'ABLE SUPERIMPOSED DESIGN LOADS: , 1 , err Vst5r� S 'tR:s.r T•.t; 13XiERGR U NDc ew4.1. E LcEi) wini t.'r't SA at t T1 W81DE C/.' < i+t)1 iW.a .4 FORCE CP 160 P°1406 APPLIED TN AN GWEP `. BLS piI ZCTIGtl INLEe 11 W2-100U1 OPENING WOTECTED DT On-1ER CCfRUSIC ! 8ECt6 tY D 110E$ GR AN AFf12DWED Mr/ALEN—T. 14I4CsE8, tufi4 HIV.. PI:3 E. 4'ED To 1114E 0JT6IDE, CF ALL ixxTERIOR DOGR3, OFT?NADLE WNDO S, TR./...K.S.C1 FAY LTC:NTS MO .:CCE68 NTJTTERS 644ALJ. 14AVE NON-REMOVABLE PINS, OR SHALL DE CF iNTER.GCKN 611.0 flit! AND 6141 -1 NCI. 6 64 -iALL HAVE T4CN•EX1 SCREW. IAMBS CF ALL EXTERIOR Cif SR= T•TYP,! C1.8Wiw450 pGOR3 SHAD. ! RATTED OR CP 81MILAR 1 3P1CA11GN, TO PREVENT' DEFEATING TI-TE ropoe,e co ma 81 kIKE AND THE i iEGR?JTY CP �( C-KZ AND LATC4 -1E8. OT14ER TW4AN IN DOORS AND 111r,4M 48 NOT-E6 CF V-1E INSIDE LOGKJt4 DEVICE CP ri00R9 TO 114 EXTERIOR • e4-t.411 CGtIFt.Y LATH T1;E AN.61. 6TANDAF1 FOR2 uteri- GLAZING t USED N EUILD2 .3. 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IMP4c,r f NO s412. b2 c4 0 w new Ne Lit-' EAST ELEV 1 /4" =1 O" i MAR 0 3 998 APPROVED Ito to' G U . O. SIT E PLAN I" = 20' k, IDA �I l EG Ng. Ewit ° 6 --- — 1st .01 vas. : for q 10,4 EtAitt-frrev NJ 6t1004 -) u. • N4 qt. ST• 16 .110 Ft.ovo Zo nI>!; X WEST ELE V. 1 /4" = II• p " It. d • , 4 ' �,' A0.41 +VS N -47'5 0 rft X 0 z W 1 W Q M o • Q 2 N o I LL, W (� Q -J O Q RC • J 0 • g so co C) 0 M O z 0 1- 0 0 Q VJ 0 co 0) VJ W 0 I Id Z 4 0 4 2 4 REVISIONS OAIE/bE11014 ORAMN BY. OATEs GIECkED 8 OATH 4.25• PROJECT NO. 42s .4b SHEET D o1% GENERAL NOTES: OWNERSHIP OF PLAN: 1. ALL DOCUMENTATION (CONSTRUCTION DOCUMENTS. PRINTS ETC. PREPARED BY JHL & ASSOCIATES. THE ARCHITECTS IS AN INSTRUMENT OF SERVICE ONLY 2. ALL IDEAS, DESIGNS, AND ARRANGEMENTS ARE THE PROPERTY OF JHL & ASSOCIATES, THE ARCHITECTS AND ARE PROTECTED UNDER THE COPYRIGHT LAWS. 3. REPRODUCTION OF ANY OF THE DRAWINGS OF THIS PROJECT IS EXPRESSLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF JHL & ASSOCIATES, THE ARCHITECTS. AS -BUILT DRAWINGS: 1. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF 'AS -BUILT DRAWINGS' THESE AS -BULT CONTRACT DOCUMENTS SHALL BE MADE AVAILABLE TO JHL & ASSOCIATES, THE ARCHITECTS OR HIS REPRESENTATIVE, FOR THEIR USE AT THE SITE DURING CONSTRUCTION. 2. THE AS -BUILT DRAWINGS SHALL CLEARLY REFLECT ALL CHANGES, ADDITIONS OMISSIONS, AND ANY OTHER MODIFICATION TO THE PROJECT THAT ARE A VARIATION FROM THE ORIGINAL CONTRACT DOCUMENTS. SALVAGE RIGHTS: 1. ITEMS THAT TO BE REMOVED DURING DEMOLITION, WHICH ARE OF USE OR OF SALVAGE VALUE, ARE THE PROPERTY OF THE OWNER, 2. THE CONTRACTOR SHALL PROVIDE TO JHL & ASSOCIATES, THE ARCHITECTS A LIST OF SALVAGE ITEMS. 3, JHL & ASSOCIATES, THE ARCHITECTS SHALL ISSUE INSTRUCTIONS TO THE CONTRACTORAS TO THE DISPOSAL AND /OR STORAGE OF THESE ITEMS IN WRITING. 4. IN THE ABSENCE OF SUCH WRITTEN INSTRUCTIONS FROM JHL & ASSOCIATES, THE ARCHITECTS, THE CONTRACTOR SHALL DISPOSE OR STORE THESE ITEMS AT HIS DISCRTION. CODES AND REGULATIONS: 1, WORK PERFORMED SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING CODES' A. THESE GENERAL NOTES AND TIPYCAL DETAILS APPLY THROUGHOUT THE JOB (UNLESS OTHERWISE NOTED OR SHOWN ON PLANS OR SPECIFICATIONS B. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS D. NATIONAL ELECTRICAL CODE, O.S.H.A., AND NATIONAL BOARD OF FIRE UNDERWRITERS. 2. ALL CONDITIONS AND APPLICABLE REQUIREMENTS OF THE CONTRACT BETWEEN THE CONTRACTOR AND OWNER SHALL GOVERN ALL SECTIONS OF THE SPECIFICATION 3. ALL WORK THAT IS EITHER IMPLIED OR REASONABLY INFERRED FROM THE CONTRACT DOCUMENTS. DRAWINGS AND SPECIFICATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL DRAWINGS AND SPECIFICATIONS ARE DIRECTED TO THE ATTENTION OF THE CONTRACTOR. THE INCLUSION OF ANY WORK BY MENTION, NOTE OR DETAIL, ITEMIZATION OR IMPLICATIONS HOWEVER BRIEF, ON THE CONSTRUCTION DOCUMENTS, MEANS THE CONTRACTOR SHALL PROVIDE AND INSTALL THE SAME, ALL WORK PERFORMED TO BE PART OF A COMPLETE PACKAGE WITHIN THE DEFINITIONS OF NORMAL INDUSTRY STANDARDS. 4, IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. 5. ALL PRODUCTS USED ON THE PROJECT SHALL HAVE DADE COUNTY PRODUCT APPROVAL WHENEVER SUCH APPROVAL IS REQUIRED BY THE S.F.B.C, 6. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURE'S AND/OR INDUSTRY RECOMENDATIONS AND SPECIFICATIONS. 7. ALL MATERIALS SHALL BE NEW AND DELIVERED TO THE JOB SITE IN THEIR ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFATURE'S LABELS. ALL LUMBER SHALL BE NEW AND SHALLBEAR TYPE MARKINGS AT BOARD ENDS. ALL MATERIALS SHALL BE STORED IN A SAFE DRY LOCATION ON THE SITE, ALL LUMBER SHALL BE STACKED AND KEPT DIRECTLY OFF THE EARTH BY MEANS OF PALLETS. ALL NAIL, AND ANCHORING DEVICES SHALL BEAR MANUFATURE'S LABEL AND BE MADE IN THE UNITED STATES OF AMERICA ONLY. SITE INSPECTION: 1. ON SITE VERIFICATION OF ALL CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB- CONTRCTOR, NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 2. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT AND THOROUGHLY INSPECT THE SITE, THE DRAWINGS AND SPECIFICATIONS SO AS TO UNDERSTAND THE WORK, ANY AND ALL DISCREPANCIES AND OMISSIONS SHALL BE REPORTED TO JHL & ASSOCIATES, THE ARCHITECTS, PRIOR TO COMMENCEMENT OF WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT DISCREPANCIES OR ❑MISSINS ARE REPORTED AND CLARIFICATION OBTAINED FROM JHL & ASSOCIATES, THE ARCHITECTS PRIOR TO BE WORK BEING DONE. ire INSURANCE: 1. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE WITH JHL & ASSOCIATES, THE ARCHITECTS AND THE OWNER CURRENT INSURANCE CERTIFICATES IN THE AMOUNTS REQUIRED BY LAW, FOR WORKMEN'S COMPENSATION, COMPREHENSIVE GENERAL LIABILITY. BODILY INJURY AND PROPERTY DAMAGE. IT IS THE INTENTION OF THE PARTIES THAT THE CONTRACTOR SHALL INDEMNIFY THE OWNER FOR ANY AND ALL COSTS, CLAIMS, SUITS AND JUDGEMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY (INCLUDING DENTAL), ARISING OUT OF THE WORK OF THE CONTRACTOR. WORKMANSHIP: 1. ALL WORK BY THE CONTRACTORS SHALL PERFORMED IN A FIRST -CLASS WORKMEN -LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED NEAT APPEARANCE, THE CONTRACTOR SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED FROM DEBRIS FROM ALL DEMOLITION AND INSTALLATION TECHNIQUES OF THE TRADE. ALL ADJACENT SURFACES TO THEIR WORK SHALL BE LEFT AS THEY APPEARED PRIOR TO THE COMMENCEMENT OF THE CONTRACTOR'S WORK. THE CONTRACTOR SHALL PROPERLY PROTECT ALL ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATION. ALL GLASS AND HARDWARE SHALL BE LEFT THOROUGHLY CLEANED IN A MANNER ACCEPTABLE TO JHL & ASSOCIATES, THE ARCHITECTS AND OWNER, 2, PATCH AND REPAIR ALL REMAINING WALLS, FLOORS AND CEILINGS AFTER THE DEMOLITION, REMOVAL OF EXISTING MATERIALS, OR INSTALLATION OF NEW MATERIALS. FINISH ALL WORK SURFACE WITH MATERIALS, COLORS, AND TEXTURES THAT MATCH EXISTING, UNLESS OTHERWISE NOTED. SHOP DRAWINGS: 1. SHOP DRAWINGS AND SAMPLE FOR ITEMS DESIGNED BY JHL & ASSOCIATES, THE ARCHITECTS AND /OR ENGINEERS SHALL BE SUBMITTED TO JHL & ASSOCIATES, THE ARCHITECTS AND /OR ENGINEERS, THRU THE ARCHITECT, FOR THEIR REVIEW. REVIEW OF ALL SHOP DRAWINGS BY THE ARCHITECT AND /OR ENGINEER WITH THE APPROPRIATE DISCIPLINE, IS LIMITED TO GENERAL DESIGN AND GENERAL ARRANGEMENT ONLY AND IS NOT INTENDED TO BE A VERIFICATION OF THE ITEMS OR TOTAL MATERIAL REQUIRED. REVIEW SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY OF DETAILS OF DESIGN, CORRECT DIMENSIONS FOR PROPER FITTING, CAPACITY, PERFORMANCE, CONSTRUCTION OR ANY OTHER REQUIREMENTS OF THE CONTRACT. SUBSTANTIAL COMPLETION: L SUBSTANTIAL COMPLETION SHALL BE OBTAINED WHEN THE MAJORITY OF WORK IN A PARTICULAR TRADE HAS BEEN COMPLETED, EXCLUDING ALL FINAL PUNCH LIST ITEMS. EXTRA WORK 1. NO CLAIMS FOR EXTRA WORK SHALL BE GIVEN UNLESS APPROVED BY JHL & ASSOCIATES, THE ARCHITECTS, CONTRACTOR AND THE OWNER IN WRITING AND SIGNED BY ALL PARTIES, ALL CLAIMS FOR EXTRA WORK SHALL BE SUBMITTED ON EXTRA WORK FORM ONLY. 41111111•111111111111, 1 G SAFET)(: 1. FORTY -EIGHT (48) HOURS BEFORE DIGGING IN DADE COUNTY CALL 1- 800 - 432 -4770 UNDERGROUND UTILITIES NOTIFICATION CENTER. 2. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL TIMES. THE CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC.,AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THIS WORK. 3, PROTECT THE EXISTING BUILDING WHERE WORK IS BEING PERFORMED TO PREVENT DAMAGE FROM WIND, WATER, DUST, INSECTS, VANDALISM, ETC. DURING THE CONSTRUCTION. 4. PROTECT THE ADJOINING PROPERTIES, YHE CONSTRUCTION SITE, AND UTILITY SERVICES THROUGHOUT THE CONSTRUCTION PROCESS. THE CONTRACTOR SHALL REPAIR ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. 5, KEEP ALL POWER TOOLS, LINES EQUIPMENTS, AND CONSTRUCTION MATERIALS UNDER SAFE CONDITIONS. 6. KEEP PREMISES AND PROPERTY CLEAN AND FREE OF DEBRIS AT THE END OF EACH WORKING DAY UPON COMPLETION OF ALL THE WORK, LEAVE THE PREMISES AND PROPERTY CLEAN AND FREE OF DEBRIS. PERMITS: 1. ALL PERMITS, INSPECTIONS, APROVALS, ETC., SHALL BE APPLIED FOR AND PAID BY THE CONTRACTOR IN ALL FIELDS OF HIS WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF INSPECTIONS AND APPROVAL OF HIS WORK, THE PRIME BUILDING PERMIT SHALL BE OBTAINED BY THE GENERAL CONTRACTOR. 2. SEPARATE PERMIT(S) REQUIRED FOR' A. GENERAL CONSTRUCTION 3. DO NOT INTERPRETE THESE DRAWINGS. THE ONLY PERSON RESPONSIBLE FOR INTERPRETATION OF THESE DRAWINGS IS JHL & ASSOCIATES, THE ARCHITECTS AND /OR ENGINEER WITH THE APPROPRIATE DISCIPLINE FOR THEIR PART OF THE WORK. 4. DO NOT SCALE DRAWINGS, READ DIMENSIONS ONLY. LARGER SCALE DRAWING DIMENSIONS PREVAIL OVER SMALLER SCALED DRAWINGS. IF ANY DISCREPANCIES ARE FOUND, AND /OR ANY CLARIFICATIONS ARE NEEDED, THEY ARE TO BE BROUGHT TO THE ATTENTION OF JHL & ASSOCIATES, THE ARCHITECTS AND /OR ENGINEER WITH THE APPROPRIATE DISCIPLINE, THRU THE ARCHITECT, PRIOR TO THE COMMENCEMENT OF THE WORK. 5. THE DIMENSIONS SHOWN ON DRAWINGS DO NOT EXTEND FROM DRYWALL BUT FROM FACE(S) OF CONCRETE, MASONRY METAL AND /OR WOOD STUDS ONLY. STRUCTURAL: GENERAL: 1. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, ELECTRICAL, MECHANICAL AND PLUMBING DRAWINGS TO VERIFY AND COORDINATE ALL DIMENSIONS, DETAILS AND CONDITIONS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS OUTLETS, REGLETS, BOLT SETTINGS, INSERTS, ETC. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF JHL & ASSOCIATES, THE ARCHITECTS AND /OR THE STRUCTURAL ENGINEER, THRU THE ARCHITECT, BEFORE PROCEEDING WITH THE WORK, 2. THE CONTRACTOR SHALL VERIFY WITH ARCHITECTURAL AND ENGINEERING DRAWINGS ALL AREAS REQUIRING FLOOR SLAB DEPRESSIONS FOR FLOOR FINISHES SUCH AS TILE, ETC. PRIOR TO POURING OF SLABS. 3, THE CONTRACTOR SHALL VERIFY ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY ELECTRICAL, MECHANICAL AND PLUMBING EQUIPMENT WITH EQIPMENT PURCHASED AND /OR SPECIFIED BEFORE PROCEEDING WITH RELATED STRUCTURAL WORK, 4. ALTERING STRUCTURAL MEMBERS WILL NOT BE ALLOWED, NO STRUCTURAL MEMBER SHALL BE OMITTED, CUT, NOTCHED, BLOCKED OUT OR RELOCATED WITHOUT PRIOR APPROVAL FROM JHL & ASSOCIATES, THE ARCHITECTS AND /OR THE STRUCTURAL ENGINEER. 5, THE CONTRACTOR IS RESPONSIBLE FOR YHE PROPER EXECUTION OF ALL WORKS NOTWITHSTANDING THE APPROVAL OF SHOP DRAWINGS, DESIGN MIXES, FIELD OBSERVATION MADE BY JHL & ASSOCIATES, THE ARCHITECTS AND /OR THE STRUCTURAL ENGINEER, AND /OR THEIR REPRESENTATIVES, LABORATORY INSPECTION AND REPORTS, THE LIKE OF WICH ARE INTENTED TO ASSIST, BUT IN NO WAY RELIEVE THE CONTRACTOR OF HIS OR HER RESPONSIBILITY. 6. INCLUDED INTHIS CONTRCTOR RESPONSIBILITIES ARE THE FOLLOWING' A. EXECUTION ALL WORK IN THE PROPER AND SAFE MANNER FOR ALL. B. DESIGN ENGINEERING, CONSTRUCTION AND HANDLING OF ALL FORM WORK AND TEMPORARY STRUCTURES. C. SPECIFIED STRENGHT AND PROPER PLACING OF CONCRETE. CONCRETE AND RELATED WORK, IMPROPERLY PLACED AND /OR TESTING UNDER STRENGHT, SHALL BE REPLACED WITHOUT ADDITIONAL EXPENCE TO THE OWNER, 7. THE CONTRACTOR SHALL VERIFY CLEARANCES, HEADROOM AND OTHER REQUIREMENTS OF ANY EQUIPMENT TO BE INSTALLED ANYWHERE ON THIS JOB PRIOR TO START OF WORK SOIL STATEMENT AND FOUNDATION: 1. ALL FOUNDATIONS ARE DESIGNED FOR SOIL BEARING CAPACITY OF 2000 P.S.F. UNLESS OTHERWISE NOTED. SEE ARCHITECTS SOIL STATEMENT ON SITE PLAN 2. AFTER VISUAL INSPECTION THE GENERAL CONTRACTOR IS ALSO TO CONFIRM THAT THIS ASSUMED MINIMUN BEARING CAPACITY IS COMPATIBLE WITH EXISTING SOIL CONDITIONS. SHOULD PHYSICAL INSPECTION AFTER FOUNDATION EXCAVATION REVEAL OTHER CONDITIONS, NOTIFY JHL & ASSOCIATES, THE ARCHITECTS AND /OR STRUCTURAL ENGINEER, THRU THE ARCHITECT IMMEDIATELY. CONCRETE: 1. ALL CONCRETE NOT OTHERWISE SPECIFIED SHALL BE CONTROLLED STONE, GRAVEL OR SLAG CONCRETE DESIGNED TO SECURE AND ULTIMATE STRENGHT OF 3000 PSI AT 28 DAYS. MAXIMUN SLUMP SHALL BE 4 INCHES + OR - 1', PUMP MIX 1/4 INCH AGGREGATE, PEA ROCK MAXIMUNSLUMP 6 INCHES + OR - 1'. 2. CONCRETE DURING AND IMMEDIATE AFTER DEPOSITING SHALL BE THOROUGHLY COMPACTED BY MEANS OF MECHANICAL VIBRATION. 3. CONSTRUCTION JOINTS IN CONCRETE SLABS. JOISTS OR BEAMS SHALL BE MADE IN THE MIDDLE THIRD OF THE MEMBER USING A VERTICAL BULKHEAD. ALL INTERIOR EXPOSED CORNERS OF CONCRETE COLUMNS AND BEAMS SHALL HAVE A 3/4 BY 45 DEGREE CHAMFER, U.O.N. 4. REINFORCED CONCRETE BEAMS SHALL HAVE EIGHT (8) INCH MINIMUN BEARING ON WALLS. SOLID SLABS SHALL HAVE (4) INCH MINIMUN BEARING ON BEAMS OR WALLS. 5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.C.I.1 301 AND 318 -83, 6. NO POWER DRIVEN INSERTS ARE ALLOWED. OTHER INSERTS TO BE APPROVED BY JHL & ASSOCIATES, THE ARCHITECTS AND /OR THE STRUCTURAL ENGINEER. 7. NO HORIZONTAL CONSTRUCTION JOINTS SHALL BE PERMITTED IN WALLS, SLABS OR BEAMS 8. ADDITION OF WATER TO CONCRETE IS CONSIDERED NOT NECESSARY AND IS NOT RECOMMENDED. 9. GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ADDITION OF WATER TO ANY CONCRETE. 10. IF ANY WATER IS ADDED TO ANY TRUCK (AT THE CONTRACTOR'S JUDGEMENT AND RESPONSIBILITY) IT SHALL BE DONE ONLY WHEN THE TRUCK IS FULLY LOAD SHALL BE REMIXED AND SAMPLE FOR TESTING SHALL BE TAKEN FROM THE PARTICULAR TRUCK LOAD. 11. POURS SHALL BE WITNESSED BY A COMPETENT SUPERINTENDENT OR CONTRACTOR'S REPRESENTATIVE. KEEPING ACCURATE RECORDS OF BATCHING TIME, TIME ELAPSED IN THE TRUCK ETC. 12, CONCRETE SHALL NOT BE USED IF IT REACHES NINETY (90) MINUTES OF AGE. 13. WHERE OPENINGS THROUGH CONCRETE SLABS ARE REQUIRED, OPENINGS SHALL BE MADE BY BLOCKING OUT PRIOR TO PLACING THE CONCRETE. NO CHIP OUT OF ANY KIND SHALL BE PERMITTED. THE MAKING OF ALL OPENINGS SHALL BE COORDINATE WITH PLUMBING, ELECTRIC AND MECHANICAL PLANS. 14. STRUCTURAL CONCRETE SHALL NOT BE STIPPED OF ITS FORMS UNTIL IT REACHES A MINIMUN TWO THIRDS (2/3) OF THE TWENTY -EIGHT (28) DAYS DESIGN STRENGHT. DESIGN ERECTION, AND REMOVAL OF ALL FORM WORK, SHORES AND RESHORES SHALL BE AS SET FORTH IN A,C.I.) 301 AND &C.1.) 347. 15. GENERAL CONTRACTOR IS RESPONSIBLE TO MAKE ALL THE TRADES AWERE THAT NO HANGING DEVICES OR MECHANICAL FASTENING IS ALLOWED FROM PRECAST MEMBERS. INERA: A. B. C. A. B. C. D. E. MASONRY: TIMBER: 1 WELDED WIRE FABRIC' BOTTOM REINFORCING' TOP REINFORCING' Fb = E = N 1200 psi 90 psi 1.600,000 psi � STRUCTURAL PART CONCRETE PERMANENTLY EXPOSED TO EARTH CONCRETE BEAMS, GIRDERS COLUMNS FORMED SURFACES EXPOSED TO WEATHER OR EARTH SLABS (TOP AND BOTTOM) SLABS EXPOSED TO WEATHER 0 0 REINFORCING STEEL: 1. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL MEETING A.S.T.M.) A -615, GRADE 60 ALL REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORM BY MEANS OF WIRE SUPPOTS. COLUMN TIES AND BEAM STIRRUPS SHALL BE TIED SUFFICIENTLY TO HOLD THEM SECURELY IN PLACE, ALL BARS BE DETAILED, FABRICATED, SUPPORTED IN FORM AND SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OF THE MANUAL OF STANDARD PRACTICE FOR DETAILING OF REINFORCED CONCRETE STRUCTURES A.C.I.J 315 (LATEST EDITION). PLACING BARS SHALL CONFORM TO C.R.S,I. (LATEST EDITION) RECOMMENDED FOR PLACING REINFORCING BARS. 2. LAP SPLICES IN REINFORCING STELL SHALL BE AS FOLLOWS; 6 INCHES 36 BAR DIAMETERS No. 11 AND UNDER 48 BAR DIAMETERS No. 11 AND UNDER HOOK ALL CONTINUOUS BARS AROUND CORNERS 1'-6' OR PROVIDE 36 INCHES EACH WAY CORNER BARS. LAP TOP CONTINUOUS BARS AT MID -SPAN, LAP BOTTOM CONTINUOUS BAR AT SUPPORTS. U.O.N. TERMINATE ALL DISCONTINUOUS ENDS OF TOP BARS IN A STANDARD HOOK 3. MINIMUN CONCRETE PROTECTION FOR REINFORCING BARS' COVER 3 INCHES 1-1/2 INCHES 2 INCHES 3/4 INCHES 1 -1/2 INCHES 4. PROVIDE DOWELS IN COLUMN AND WALL FOUNDATION EQIVALENT IN SIZE AND NUMBER TO VERTICAL STEEL EXTENDING 30 BAR DIAMETERS INTO COLUMN OR WALL. PROVIDE TWO (2) NUMBER 4 BARS IN TOP OF ALL CONCRETE BEAMS AS NEEDED FOR STIRRUP SUPPOT. TIE COLUMNS: 1. CONCRETE TIE COLUMNS ARE REQUIRED IN EXTERIOR WALLS OF UNIT MASONRY, CONCRETE TIE COLUMNS SHALL BE REQUIRED AT ALL CORNERS, AT INTERVALS NOT TO EXCEED 20 FEET CENTER TO CENTER OF COLUMNS, ADJACENT TO ANY CORNER OPENING EXCEEDING 4 FEET IN WIDTH AND AT THE ENDS OF FREE STANDING WALLS EXCEEDING 2 FEET IN LENGTH, WHEN OPENINGS EXCEED 8 FEET IN WIDTH, TIE COLUMNS SHALL BE APPROVED ON EACH SIDE OF ALL SUCH OPENINGS. ALL GABLE AND CORNERS SHALL HAVE TIE COLUMNS, A TIE COLUMN SHALL BE 8x8 INCHES WITH ONE (1) NUMBER 5 REINFORCING BAR THAT SHALL BE CONTINUOUS FROM THE FOOTING INTO THE TIE BEAM, 2. ALL OPENINGS BETWEEN 3 AND 8 FEET IN WIDTH SHALL HAVE ONE (1) NUMBER 5 VERTICAL REINFORCING BAR AT EACH SIDE. 3. THE VERTICAL BARS SHALL BE PLACED IN CONCRETE FILLED MASONRY CELLS AND SHALL EXTEND INTO FOOTINGS AND INTO TIE BEAMS. EACH BAR SHALL BE CONTINUOUS. ALL SPLICES WHERE NEEDED SHALL BE 30 INCHES MINIMUM 1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO A.S.T.M. C-90 HOLLOW LOADING BEARING MASONARY UNITS, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI BASED wN THE GROSS AREA CF THE UNIT. ALL MORTAR SHALL COMPLY VITH THE PROPERTY AND r'ROPORTION SPACIFICATIONS OF A.S.T.M, C -270, TYPE M. 2. ALL MASONRY WALLS SHALL BE HORIZONTALLY REINFORCED EVERY SECOND (2) COURSE WITH NUMBER NINE (8) GAUGE DUR -O -WALL TRUSS -TYPE JOINT REINFORCING. THIS REINFORCEMENT SHALL EXTEND FOUR <4) INCHES INTO TIE COLUMNS. 3. IN ALL MASONRY BEARING WALLS NO CHASES, RISERS, CONDUITS OR TOOTHING OF MASONRY SHALL OCCUR WITHIN 1' -6' OF CENTER LINE OF BEAM BEARING OR CONCENTRATION. 4, WHERE BEAMS BEAR ON HOLLOW MASONRY WALLS, THE THREE (3) EIGHT (8) INCHES BLOCK COURSES BELOW SHALL BE MADE OF SOLID MASONRY UNITS, 5. LINTELS OVER OPENINGS IN MASONRY WALLS NOT OTHERWISE SPECIFIED SHALL BE (8) INCHES BY (8) INCHES PRE CAST LENTILS AS MANUFACTURED BY POWER CONCRETE OR APPROVED EQUAL. 6, THE MAXIMUM AREA OF EXTERIOR WALL PANELS OF (8) INCHES THICK UNIT MASONRY, AS MEASURED BETWEEN CONCRETE MEMBERS WHICH FRAME THE PANEL SUCH AS BEAMS AND TIE COLUMNS, SHALL NOT EXCEED 240 SQUARE FEET. STRUCTURAL STEEL: 1. STRUCTURAL STEEL SHALL CONFORM TO THE A.S.K, SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, (LATEST EDITION). STRUCTURAL STEEL SHALL CONFORM TO A.S,T.M.J A -36. STEEL COLUMNS SHALL CONFORM TO A.S,T.M.J A -500 GRADE B. 2. ALL SHOP CONNECTIONS ARE TO BE WELDED, ALL FIELD CONNECTIONS TO BE BOLTED WITH A.S.T.Mi A -325 HIGH STRENGTH BOLTS OF THE MEMBER BEING CONNECTION UNLESS OTHERWISE NOTED. 3, WELDING TO BE DONE BY A CERTIFIED ARC WELDER USING THE LATEST APPROVED A.C,E, TECHNIQUES. 4. PROVIDE ONE SHOP COAT OF RUST INHIBITING MINIMUM 3 MIL OF DRY FILM AND ONE FIELD COAT OF AN APPROVED PAINT. 5, STRUCTURAL STEEL SHOP DRAWINGS SHALL BARE THE RAISED SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER AND SHALL BE SUBMITED TO JHL & ASSOCIATES, THE ARCHITECTS AND /OR THE STRUCTURAL ENGINEER, THRU THE ARCHITECT, FOR REVIEW PRIOR TO FABRICATION OR ERECTION. 1. ALL LUMBER NOT OTHERWISE SPECIFIED SHALL BE SOUTHERN PINE SD NUMBER TWO (2) GRADE OR BETTER, USED AT NINETEEN PERCENT (19%) MAXIMUM MOISTURE CONTENT. DESIGN VALUES ARE1 STRUCTURAL LUMBER: 1. ALL STRUCTURAL LUMBER SHALL BE HEM -FIR NUMBER TWO (2) MINIMUM STRESS GRADE LUMBER, UNLESS OTHERWISE NOTED. 2. ALL STRUCTURAL LUMBER SHALL BE STAMPED IN ACCORDANCE WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTIONS CONSTRUCTION MANUAL. 3, ROOF SHEATHING TO BE 5/8 INCHES CDX A.P.A. RATED SHEATHING 19 -32 EXPOSURE ONE (1). 4, FLOOR SHEATHING TO BE 3/4 INCHES T &G GLUED FLOOR SYSTEM OR ONE (1) LAYER 5/8 INCH PERPENDICULAR TO 5/8 INCH LAYER. 5, PROVIDE SIMPSON STRONG -TIE HANGERS, STRAPS AND ANCHORS AS REQUIRED. WRITTEN APPROVAL FOR OTHER CONNECTORS. 6, WALL SHEATHING (EXTERIOR) 1/2 INCH CDX A.P.A. RATED SHEATHING. WOOD FRAME: 1. ALL HEADERS AT BEARING CONDITIONS SHALL OF 3 SIZES SHOWN ON PLANS. 2. ALL HEADERS AT NON- BEARING CONDITIONS SHALL BE AS FOLLOWS! A. B. C. D. PAINTII\k,; UP TO 4 FEET 4 FEET TO 6 FEET 6 FEET TO 9 FEET 9 FEET TO 12 FEET (2) 2 x 10 (2) 2 x 10 (2) 2 x 10 (2) 2 x 10 3. ALL EXTERIOR CORNERS TO BE FOUR (4) STUDS CONNECTED WITH (2) 16d NAILS 6 INCHES ON CENTER BETWEN EACH STUD. ALL STUD SPACING AS SHOWN ON PLANS. oLL STUDS TO BE ANCHORED TO BOTTOM PLATE WITH SIMPSON SP -1 STUD PLATE TIE AND TO TOP PLATES WITH SIMPS❑N SP -6 DOUBLE PLATE TO STUD TIE, BOTTOM PLATE (SHOE) TO BE AS SIZE SHOWN ON PLANS AND TO BE LONG LENGTH BOLTED TO FOUNDATION AT 48 INCHES ON CENTER WITH 1/2 INCOI ANCHOR BOLT. ALL TOP PLATES TO BE AS SIZE SHOWN ON PLANS AND TO BE DOUBLED AND OF LONG LENGTHS, ALL CORNERS TO BE WEAVED AND WITH (2) 16d NAILS AT 16 INCHES ON CENTER. 4, ALL WOOD ROOF TRUSSES SHALL BE ANCHORED TO TOP PLATE WITH SIMPS❑N H -7 HURRICANE TRUSS ANCHOR STRPS AND SIMPSON H -3 HURRICANE CLIPS. 5. PLYSCORE (UNPLUGGED CDX PLYWOOD) NAILING SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED' SUB- FLOIJRING1 8d COMMON NAILS. 6 INCHES ON CENTER AT PANEL EDGES, 10 INCHES ON CENTER FIELD. ROOF SHEATHING' 8d COMMON NAILS. 6 INCHES ON CENTER AT PANEL EDGES. 10 INCHES ON CENTER FIELD. 3 INCHES ON CENTER ROOF EDGES. UNDERLAYMENTI 8d COMMON NAILS. 6 INCHES ON CENTER AT PANEL EDGES. 10 INCHES ON CENTER AT PANEL EDGES. WALL SHEATHING' 8d COMMON NAILS. 6 INCHES ON CENTER AT PANEL EDGES, 10 INCHES ON CENTER FIELD, 3 INCHES ON CENTER ALL CORNERS. 1. ALL COLORS AND FINISHES TO BE SELECTED BY THE ARCHITECT. 2. EXTERIO' STUCCO SURFACES' A. TWO (2) COATS SHERWIN WILLIAMS HIGH LEVEL EXTERIOR PAINT. 3, FERROUS METAL SURFACES! A. ❑NF: (1) COAT SHERWIN WILLIAMS KR❑MIK METAL PLUS. B TWO (2) COATS HIGH LEVEL GLOSS ALKYD PAINT. 4, INTERIOR SURFACES' A. DRYWALL, EXPOSED CONCRETE AND MASONRY SURFACE' ELECTRICAL: 1) ONE (1) COAT SHERWIN WILLIAMS WALL PRIMER AND SEALER PLUS. 2) TWO (2) COATS SHERWIN WILLIAMS QUAIL -KOTE LATEX PAINT. 1. PROVIDE ALL ELECTRICAL WORK AS REQUIRED FOR PROPOSED ADDITION, REMODELING AND RENOVATION. ALL WORK SHALL COMPLY WITH THE S.F.B.C. AND ELECTRICAL DRAWINGS. 2. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITION AND /OR THE S.F.B.C. AND THE WORK TO BE DONE ACCORDING TO THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTIOW OF JHL & ASSOCIATES, THE ARCHITECTS BEFORE COMMENCING WITH THE WORE. Z 0 REVISION NO DRAWN' 1 DATA 2•2S-l4 APPROVED' PROJECT No. 2t 'a SHEET: 2 o IF 220 MIRACLE MILE. SUITE 2Q4 CORAL GABLES FLA. 33134 • DADE: (305) 444-769t N6 81WD. (305) 779 -3211 FAX: (306)44l• + SURVEYOR SURVEY OF LOT 4 9 SUBDIVISION ____ ›,ri2.a___ l�' -/d ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK No. A . AT PAGE No. eV PUBLIC RECORDS OF PAg1 ' COUNTY, FLORIDA. IC t4r.iPRI Lr 4 r1AR'( 44 lo DATE : 4.1 J O I,U FOR. <c Al2At LOCATION SKETCH 1 • 1GN Or THOMAS SCALE: 1 " s IOU 97. 0,1' GLL . THE F LA INSURANCE RATE MAP DATED S SEP 30, 1972 AND REVISED MARCH 18, — 1977 PUBLISHED BY THE UNITED STATES DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT DELINEAIE0 Ti>E HREIN DESCRIBED LAND TO BE SITUADED WITHIN ZONE THIS IS N A FLOOD HAZARD ZONE. 0,10 o 0 • .BLOCKI�_ Qsr- No 98 ,E ST. Mll�r� . F1,, 33/38 A Ill 2 „> a5 7. VP e '. ZZ' Atp: Pte, rAel'1,41■1 7q,v0 («1/z). LO T 9 SURVEY NO,:)• SHEET 0. r ims••••-••• — ( - C - 1711- tO 7 8 oN �rrrtrrs��Ll7l, llrllr /JizcezIIr.LZ.a;cr_CCr»T �• 2 i fi n ,0 IQot4 'j r vv (/ 1/4/ � ,� LOr 1Z. 1 I hereby certify that thls sketch of survey of the above described property Is true and correct to the best of my knowledge an belief o surveyed and pla ed under my direction. $ further certifyt that this survey meet the mfnlmum requirements adopted b y the sty of Profess) n 1 Land Surveyors and the Florida Land Title Assoolotlon and also CH 21 HH-6 FA. code. There ore encroa hments pt as shown. + ��� f_.;C.�f.G�/ / / /ft*, . Noteq: I. If shown, bearings are to an assumed meridian (by plot ) ,GE I ARRA!, 2.1f shown,slevotions are referred N.G,V. Datum 1929 Professional Land Surveyor ## 2534 ' I 3.Thle Is o land survey. State of Florida , „ t (Not Weld Unless - Imprinted With An Embossed Surveyors Seal) Fr 4 J j4 GALE ' I s ZO 220 MIRACLE MILE, SUITE 204 THOMAS + • CORAL GABLES, FLA. 33134 DADE: (3051444 -7M t A n S woo: (305) 179 -3111 MX: 11013)441 -6494 � SURVEYOR Vr4 f r\ r SURVEY OF LOT `'1 + BLOCK _.2._ SUBDIVISION abALPTPF.4 -4( -{Q? - �r G ' ACCORDING TO THE PLAT THEREOF AS RECORUGO IN PLAT BOOK No. `13 AT PAGE No. OP PUBLIC RECORDS OF Nerf COUNTY, FLO121DA. i4 .11-4P11.4 ' („ . r1 ,Y 4 DATE '1j I0JW FOR. t . 2AHa LOCATION SKETCH ZONE THIS IS N T A FLOOD HAZARD ZONE SCALE; 1 " I Oa I 1 , . _ _ 3i 6 tWlZ' 1' 1 1 i 11`S �S! � I THE F LA INSURANCE RATE MAP DATED . •r SEP 30, 1972 AND REVISED MARCH 18, , 1977 PUBLISHED BY THE UNITED STATES - DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT DELINEA T4i1E DESCRIBED LAND TO BE SITUAD€D WITHIN / o, taq S �o. IZIO NE 9e • ST I'1 I At1 I %I• - /O1' iin Ft, • 3 3 /38 � Kpft. 4 leg-'/ f 1),9 at 01vl'1 Ce.5 SURVEY NO. ;° SHEET OF _L._ � ;L �" /0 O t 4.791 r- 6 d, l ii��rr Y ip C LR I. r \ N • i • I 0 LOT f r _ �- _ __ O y CA %1'1ir 7 - - -- ID • " •�rre rtzrzrt;>r . zt_exc., 4elu-rrrllr- r. • a -4'e '% ems► ■ 1 G, vv ( / (i Lo rIZ.. o � _ I hereby certify that this sketch of survey of the above described property is true and correct to the best of my knawtedge and belief ,o/ surveyed and pia the .f • sty of Professl are ' • encroo hmsnth I L _G IRGE I :ARRA', 3•This is a land survey. Land Surveyor # 2834 ' 1 y State of Florida (Not Valid Unless - Imprinted With An Embossed Surveyors Seal) to T 00 4' 1 ed under my direction. I further certifyithat this eurvey meet the minimum requirements adopted by I Land Surveyors and the Florida Land Title Assoclotlon and also CH 21 HH-6 F.A. code. There pt as shown. / / f /' . N otes: 1. If shown, bearings are to an assumed miridian (by plot ) 2. If shown, elevations are referred N.G,V,,Datum 1929 I 'eY �1�'. °I rir..a ails J reI ,L! . tis , ii.la�fiS '1 .J p I'Ur... 12 .... .t ax/ ' J 5 .-i _ k i-�"'. �.•. •.o''-.Ca0 ? VR 4 `�'. /sal! 1 V.t�±t 0- c L r ?,oft) ' ACt , 4 , ,) .4ii -c4 V4,4- .4?.-.7.- sit_ 9 •-ec: '^ ' �� - ._ 1..4.,..".4.,.4 4' j t I N , o 7 ': r x _ I �, rz ,.•qco I..y„e - L a t, r . �20viDC; I: Gq 'ZL'J fr ( „C.'A is 3 A IJE4 t5 JAI_ r` Y r� q ti { .. A }1 c`- P. � \_C• Y )'1L1 f, ,`i ' 2.- / 1 5 . r, a s . a, #. E i -t a _ . t,va �/ t• , z t..I r • ...i< ,,, Y A '4, N F 4 "F• w oS • (t• rC�•. .. , .rt r E A. a ♦ P � y s 1tt . Af.1. �c�.. V' ' I I ki 41.,1 t i -i 'I - i ` h 1 : 1r— 'it } {ao..' . �.`o jk ,.* .. .� 1 _ _ __ t . v _� � - -r ,I it .. • • • • • - - / 1 a .00S • 1Y'H t_1. ) FCr 1 ' fT{,t, !J t) A r l c �> S S' r' 4' �E IC s „AO • 2 � �o p c , {r tL. ) v11.3_ fui l .1 v, c �:.� a -lac }; :�”. 1.2'5 .i ` j r. w s` • t \wLbt "r�r.J lk.c A.:A AL �:IC'kf3 t : - \ 6 r te r{ rr U akr r;,�'; y ko r_ A c - r c. v,s.` FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS ONQ - 1E5) REQUIRED FOR VARIOUS 2 S F ANC 10R TYPE 10A0 (W) PSF MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3' EDGE DsSTANCE SPANS UP TO 5 -8" (SEE NOTE 1), SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS (SEE CONNECTION 1 12 12 9 8• TYPE 2 12 12 12 - o - NOTE 3 12 10 8 UP 4 TO 1) 5 12 -Iz SPANS (SEE CONNECTION 1 12 10 6 4 9' TYPE 2 12 12 12 12 -0" NOTE 3 N�ZIw� ml�l°� Ir�lr� UP 4 TO 1) 5 --1,i Hr SPANS UP t0 13 -1" (SEE NOTE 1) CONNECTION 1 12 12 12 TYPE 2 12 12 3 12 11 4 7 5 . 5 9 7 CONNECTION 1 12 12 TYPE 2 12 12 3 10 8 4 5 CONNECTION 1 12 9 TYPE 2 12 12 3 9 7 4 4 5 6 4 CONNECTION 1 6 V , 014 4 'TYPE 2 12 11 11 3 6 w� m v\ vl 4 p S 4 Z 111141mlml CONNECTION 1 12 12 12 TYPE 2 12 12 12 3 12 4 5 11 IZ N ',.7.1103 CONNECTION 1 TYPE 2 12 12 3 4 F . W .fimlmlmlmlm 5 8 7 7 7 7 I� '^ 1 4 1mimImim 1^`Imp 1L320NO) 12 48.0 62.0 ����� �� «�« 1/4 "0 ITW TAPCON W/ 1 - t /4" KIN. EMBEDMENT (Nazi. 3,100 1'31 CONCRETE) 72.0 12 10 4 6 8 12 7 6 5 12 6 12 1 12 10 12 12 92.0 11 12 7 3 4 7 6 l inlmlN '0 d 4 11 5 12 4 4 11 5 / 4 11 5 8 3 12 12 9 4 4/6 5 4 12 7 I�l� 12 210.0 4 12 12 11 12 12 5 11 8 4 12 11 11 12 12 5 8 6 A 3 4 12 7 11 12 11 5 7 5 8 0 AA 6 3 • 4 5 3 3 10 Lt 1 ► m m j m mi 11 10 8 8 12 �I °gym ►mi°°im ►" 5 4 ' 4 4 7 A / /// AA 3 3 1 / 4 12 12 12 12 12 7 12 10 • 4 8 6 4 12 12 12 12 12 7 9 ( j I A • 4 5 12 11 9 Is 1�^l.tlmlmjm��l:Irnjc -Ir 4 12 12 12 12 12 11 10 - 9 9 12 12 12012 12 Ir� m .o VI 4 41' Q j • 010 5 10 / W/' NUT 48.0 * 1/4'0 FEMALE `PANELMATE' 1 -1/4 MIN- L 1/4 SCREW O.1Ci 62.0 ELCO MALE EMBEDMENT - 20 MACHINE WITH Psi. Ps CONCRETE) 72.0 12 9 12 12 7 - 5 5 4 6 - 3 11 - 8 5 / 4 4 11 1 01 , 4 3 9 8 4" 4 12 9 12 8 5 6 11 I ^' 92.0 12 12 12 1'Im 3 9 12 9 mlmL c" 12 12 11 10 • 210.0 3 12 8 12 4 12 • 12 3 12 8 12 3 12 8 12 4 10 3 12 9 12 4 12 • 3 12 12 9 12 12 4 12 12 * 19 1/4"0 POWERS W/ 7/8" L 1/4 - 20 STEEL MACHINE (mix. 3,000 .11 CALK EMBEDMENT STAINLESS Psi CONCRETE) - IN SCREW 48.0 62.0 12 12 12 12 12 12 9 12 12 8 4 : 7 12 6 12 12 12 72.0 12 12 11 • 11 12 12 7 6 9 7 12 12 7 6 7 7 12 12 6 6 12 12 12 12 12 12 12 10 12 9 12 12 12 10 10 • 12 12 12 11 10 ©8 5 7 9 9 9 12 12 12 10 10 10 I�I�IN 92.0 12 12 8 5 8 7 12 210.0 7 12 6 3 6 - 7 12 6 • 7 12 6 3 • 7 12 6 9 12 10 7 9 12 12 10 ©7 48.0 12 12 12 8 12 12 9 , 1 / 12 7 4 3 12 11 10 9 8 6 5 4 f 4 S F . �%/ 5 3 3 3 3 r 10 9 9 9 9 I CI ° j ►�I�i 5 4/ 4 4 4 H 4 4 414 m m m ' ii' ' 12 121212 12 10 3 12 12 12 12 12 12 10 12 10 8 5 0 i [7.7. m 9 7 6 4 3 I - I N I - 1 4 l m►- 1 4 1 4 12 12 7 3 3 12 12 12 10 10 12 11 8 7 5 5 7 1 r r, fl 6 5 4 3 3 4 12 8 Lr: to l ^ 12 12 11 _ 1 7 6 4 I4 e 3 (`nl I0ImI mlrIrImNr. '��� v� jml 11 10 10 10 10 10 9 9 -j - j01414l.4i414I- i r 4 0 11 / /, %/ ! � // :i rd 3 3 3 3 p-- 62.0 12 12 9 12 12 12 10 8 6 6 5 4 1212 6 3 11 9 7 6 4 t 1/4 NAIL - IN MIN. 3,000 ZAHACERS W/ 1 - 1/8" r31 HE CONCRfTF3 72.0 92.0 3 11 10 10 11 5 5 6 ) A 3 3 210.0 4 8.0 3 12 9 12 9 4 3 5 3 11 9 11 4 % 6; 4 4 3 %, b 7 � 3 10 4 3 9 10 7 6 5 4 5 4 3 3 HOLLOW CONCRETE BLOCK ,.. , 1111 la % % %%11 %a>. 62.0 12 10 12 10 6 6 r 4 3 / 7 8 4 8 7 5 0, o�1m i ul �� m N \ 1 I m 1 m ] 12 �'Im \ti`\` !NIslmlm 12 11 10 ml �I of o[�I. 101 u1I41sj4 mi' Hi P I l _,� 1 /4`0 ITW TAPCON W/ 1 -1/4" MIN EMBEDMENT 72.0 92,0 8 4. ; 9 S • fl 8 6 Im Idld rnlrl 210.0 48.0 r / 12 12 12 12 5 12 3' 11 12 5 12 3 8 11 4 .4 0 12 5 12 3 7 ,4 S 10 4 I 0� 12 6 12 4 12 is * �'` y 1/4 FEMALE `PANELMATE' 1 - 1/4 MIN. L 1/4 SCREW W/ NUT 62.0 12 12 12 9 7 6 1 , Ajsiesiht 1 l so ltr% 11 12 6 7 11 5 , 3 8 4 :j / 12 12 10 ELCO MALE/ EMBEDMENT - 20 MACHINE WITH 72.0 6 1 1 5 4 9 4 4 8 3 8 4 / 12 12 8 5 1 ,0 1 4 92.0 4imlm 4 3 8 4 4 3 8 8 4 '// �12 12 12 / • 8 H Im[m 9 4 1 9 210.0 6 5 4 3 12 10 5 8 12 11 9 4 6 5 4 �� 3 12 6 4 B 12 10 8 4 6 4 = 4% / �� 0 rs r r� // 3 4 3 3 3 8 8 7 7 4 4 3 3 � O 3 12 9 12 3 12 9 12 4 10 _J • 9 12 4 � 9 4 9 11 * 1/4"0 POWERS W/ 7/8' L 1/4 - 20 STEEL MACHINE CALK EMBEDMENT STAINLESS - IN SCREW 48.0 62.0 1 2 10 12 11 6 12 12 8 7 12 7 4 I. / EI (m H mlmlm \ \ \N mlrnlrnlm�� loo loo I�o1�1 �nlmlvilv� - I4I414 I 72.0 12 10 5 7 12 7 S 1C 92.0 8 3 12 10 7 12 S ' 3 9 4 3 5 3 3 10 7 7 10 3 3 6 � 0 % ,,, % /d 00 ' 3 7 3 7 3 12 7 4 3 9 5 9 7 �n v� NI 210.0 3 7 jr -j-j- 3 - 4 7 ; � r - e�� 3 3 7 6 3 4 �, X � 3 12 9 12 5 11 3 S 3 9 12 9 tfi miNO I , tf' m��lmj 10 9 18 4 8.0 I°T r 62.0 11 11 141- Lmlr IN1 5 3/ 3 Or 0 // r � A 1212 R 4 5 " S/ 1 / 4 NAIL - IN KN. EMBEDMENT • Z A H A C E R S W/ 1 - 1/8" 72.0 10 10 5 1 1 6 1 1 9 I \l l m I ,o 1 ,o ] , / �; N __ rlsolvo 4 I , 1 92.0 6 T� / 8 4 - /J 3 r . 4 5 3 5 3 5 3 3 210.0 5 5 3 5 3 5 6 FASITNfR MAXIMUM SPACING ONCHES), ANCHOR SCHEDULE LOADS AND SPANS D FOR VARIOUS,DESIGN 314runnais ONUSrn3 ANCHOR TYPE ' I.OXO (W) 6 %1: f1AX. (SEE NOTE 1) T {° �{ Y MI 314 EOGE DISTANCE SPANS (SEE CONNECTION 1 13' TYPE; 2 rr UP! -r NOTE i .=. . - 3 4" 5. F SPAt(S 0 5,.: 1 (SEE NOTE 1) SPANS - (SEE 1 8' NOTE += > YPE 3 UP 4 jO :...;/ 1) :: . y? 5 �� SPANS ; :'($EE f,',711, ¢-JI .1 9'x-0" . . TYPE 2 NOTE 3 UP 4 TO 1) 5 CONN 1 2 CO APE 3 4 5 li DOOM 48.0 121211 7 121212` 5 '1112 12 7 4 10 10 12 4 3.7 62.0 12 12 8 5 12 12 12 6 4 '8 12 12 5 3 7 7 12 4 6 1/4"0 WOOD LAG W/ 1 - 3/4" HIM. THREAD PENETRATION SHEAR PARALLEL OR PERP. TOW000GRAIN 7 2 0 12 12 7 5 10 12 12 5 42 4 3 ''6 IhA- 1 i 9 12 4 3 6 7 12 4 6 92 0 12 7 12 12 5 4 3 8 7 7 12 12 _ 7 7 12 12 4 4/6 6 7 7 12 12 _ 4 4 I�l� 210.0 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, SHEET 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. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE 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, WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD 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 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. F2 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 -OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION EO ANCHOR SPACING SHALL NOT EXCEED 6" O.C. Appcovcd as complying with thq nix Ida Bppldjo C e Date O b 7 2 0 o NOM -- 17 1 1. off, M Ean) Dade Product Coatio! :Y A she 6 of 6 J MINIMUM STIVTTER SEPARATION FROM GLASS OM NEG. DESIGN . LOAO IPSFI nrE A ALL MOUNT NG CONDITION /S //�1 EXCEPT © (FT - IN) Mill DETAIL 0 OR DETAIL (D W/ SINGLE ANGLE REQUIRED 3 -3/4 MAX. B.O. (FT - NI Ttt4 C DETAIL DOUBLE ANGLE REQUIRED 3 -3/4' MAX. B.O. (FT - N1 TYPE 0 DETAIL 0 9 -3/16" HAX. B.O. (FT -14 )6.0 13 - 1 12 - 4 13 - 1 12 - 7 36.0 t] - t 11 - 0 t] - t 11 - 0 , 10 - 11 44.0 12 - 1 10 - 0 12 - 5 46.0 12 -4 9 -9 10- 4 10-0 52.0 12 -1 - - 9-4 9 -7 9 -7 S6.0 11 -11 1-0 9 -0 9-3 6LS 11 -7 0 - 7 8 -7 1 -10 63.3 11 -6 0 -6 8 -6 8 - 0 660 10- 11 1 -3 8 -3 0-5 673 10-9 0 -3 8 -3 0- 5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9-8 7 -8 7 -0 1 -0 61. 4. 8 - 11 7- 0 7- 0 7- 4 06.6 0- 5 6 -7 6 -7 6 -10 61.4 0- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.6 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 5 -2 4 -1 4- l 4 -3 150.0 4- 10 3 -10 3- 10 4 -0 160.0 4-6 3 -7 3 -7 3 - 170.0 4 -3 3 -4 3 -4 3 -6 100.0 .4 -0 3 -2 3 -2 3 -4 190.0 3- 10 3 -0 3 -0 3- 1 200.0 3 -7 2 -10 2- 10 3 -0 210.0 3- 5 2- 8 2- 0 2- 10 MINIMUM STIVTTER SEPARATION FROM GLASS OM POSIT S DE a LO oE Z (P >ti� -' ' CTUAI at,J.�• � f ' . 7"''!' t T - IN1 HOL SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 3 0' ABOVE GRA 06 (NCH ESI H1N. SEPARATION (RON GLASS FOR INSTALLATIONS GREATER HA TN 30' ABOVE GRADE (LUCRE SI ... 30.0 , l R . -, - - 0 2 -7/8 1 -1/2 ....le - 0 2 -7/8 1 -5/8 J3, 11 -0 3 2 -1/8 -.t13 -'1 3 -3/4 2 -3/4 40.0 5 - - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5 /e 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 e - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/9 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 0 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 -0 2 -7/8 1 -3/4 e - o 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 e - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 e - o 2 -7/0 2 9 - 0 3 2 -3/4 10 - 3 3 3 N 0 0 N 0 0 O O C O 0 1. O 1 0) 00 0 0 / 0 00 00 02 1 irA 01 0 r V C O O U O 81 O O Q 0 0 O 0 O 0 0 0 E 1 "x2 "x1/8' ALUtt ANGLE 3 010 TEK SCREWS OR 3- 3/16'0 ALUM. POP RIVETS (TYP.) - x2 - x1/8" ALUM. TUBE 6063 -T6 ALLOY /n7 11. 2" H1N. FASTENER L3 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) O ALT. CLOSURE DETAIL SCALE 3" = NOTE: EITHER CONDITION HAY BE TYPICAL FOR EITHER SIDE SCORNSCORN CLOSURE DETAIL ER 3' = V -0' 010 0 1/2" GALVANIZED SMS OR 3/16'0 ALUM. POP RIVET @ 18" O.C. 1 x1 "x.055 ;1 "x "x .055 ; 2" x 3" x .055" ; 2' x 4' x .055' OR 2" x 5" x .125' AL. ANGLE - 010 TEK SCREW OR 3/16 - 0 ALUM. POP RIVET Eat 24" 0.C. (TYP.1 TWO 114 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 2" HiN. FASTENER p 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) O ALT. CLOSURE DETAIL SCALE: 3' = 1 -0' 2"x 2'x ,125' ALUM. ANGLE CONT. 1/4 -20 TRUSS HEA0 BOLTS L NUTS 1 .4/ LOCK WASHERS El 24" 0.0 4 °ALT. CORNER CLOSURE DETAIL - SCALE: 3" = 1' -0 NOTES. 1 . REFERENCE APPROPRIATE CO LUM N IN TADLE I B A SEO ON HOUNTING.CONOITION IN FIELp 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT -0GHER LOAD OR LINEAR IN I ER OL A110N HAY DE USE0 TO DETERHINE ALLOWA SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO D E ERMINE tlAX, SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATIGN FROH GLASS. 010 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET L 18' 0.C. 1 x 1" x .055" ; 1" x 2' x .055"; 2" x 3" 0 .055" ; 2' x 4" x .055" OR 2" x 5" x .125" AL. ANGLE EXISTLNG 5TRUCTURE HALF OF OB USE MALE OR FEMALE AS 9E0019E0 1 tlN. SHUT1 ER SEPARATION /ROM GLASS 15E0 SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8 BELOW CONCRETE) i -1/4 tar ° ALTERNATE FLOOR MOUNT DETAIL Q SCALE: 3 = 1' -D 1/4' HAX. EXISTING STRUCTURE HiN. 3,000 P51 CONCRETE CONCRETE FASTENER p 8' 0.C. ANY SCHEDULED FASTENER IS ACCEPTABLE Approled as complying with t. Florida Co de oo L Date ����Cofl NOANQZ- 2 Mtaml Dice ProdOEt txOI D'Maio By AA,/, 0 scale AS NOTE0 0 0 1n 0 X Q 0 (0 1- I d 07/23/1996] (drawn Oy HCR cncc4ed v2x 00 -849 shee1-5of6 ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2 . S" 9' -5- Tw 6.125' e' -0' e' -1" T/ • .125' 5' -0• 14' -0" z . e - tv 6.072" e' -0• 12' -0• T1 • .224 10' -0" 11*-1• S' -0• 15' -5• 2' . 9' Tv • .072" e' -0 13' -2• Tr •.224 10' -0" ' 12' -3 /02 11:05 EXISTING STRUCTURE THREES/16 CALK -IN P 3-1 /e- O.C. W/ 1 HUN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3-3/4 - MIN. EDGE DUST. GLASS OR DOOR GLASS OR DOOR! THREE S /16'• CALK-IN gl 3 -1/8 0.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4• HIN. EDGE DIS T. E XIS TING STRUCTURE V e o EMB. • 4 z S /8" MAX.- y, - S /8 MAX. a / ° ALT. LEG DIRECTION MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 1' ■ 3' a 1/4 6063 -T6 ALUM. ANGLE THREE -1/4 THRU BOLTS r MIN. T F - (MAX. DESIGN LOAD *72 PSF) ® TOP SUPPORT BEAM DETAIL SCALE: 3" = 1' -0 NOTE: L USE A SCHE ULE FOR DETAILSQANO 18. 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM C Of SUPPORT TO (Of SUPPORT. HIN. SHUTTER SEPARATION FROM GLASS L (SEE SCHEDULE SHEET 5) 3/16 POP RIVET OR 1112 TEK SCREW La 6 O.C. LOS ASSEMBLY Tv ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR Tr -or 2' c 3' a 1/4 a o'-a 6063- T6 ALUM. ANGLE THREE -1/4 - 0 THRU BOLTS ALT. LEG DIRECTION 0 0 (MAX. DESIGN LOAD = 72 PSF) O BOTTOM SUPPORT BEAM DETAIL SCALE: 3" = 1' -0 BEAM DESCRIPTION L KAX. HORIZONTAL SPANS) 1 /4-20 S.S. MACHINE SCREW 1. NUT 1 12' O.C. USE THRU BOLT OR ACCESS )QLE AS SHOWN IN DETAIL 1 1/4" MAX. 3/16 POP RIVET OR *12 TEK SCREW 0 6 0.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION L MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCRE'.' L NUT 0 12" 0.C. PROVIOE 1 ACCESS HOLE W BOTTOM OF BEAM OR USE THR,,,I1 BOLT AS SHOWN IN DETAIL (H) 1 GLASS OR 000R -- MI.N. SHUT TER SCPARATI FROM GLASS 16EE SHEET Sl PLYW000 ANO STUCCO FINISH 5 /e MAX.— v 1/2" 1/4 -20 S.S. MACHINE SCREW L NUT yl 12 0.C. PROVIOE r. ACCESS HOLE P BACK 5105 FOR FASTENING TWO 1/4 - • 5.5, LAG SCREW (0 24" 0 C, MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUOS 1" a 3' • 1 /e' OR 1 • I.' a 1 /e• 6063 -T6 ALUM. TUBE (MAX DESIGN LOAD = 72 PSF) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" 1/4 HAX GLASS OR 000R -- PLYWOOD ANO STUCCO FINISH MIN. SHUTTER SEPAR^TION FROM GLASS (SEE SCf1EDUIE SHEET 5) EHBEO. Eq. 5/6 MAX- 2 6" P.T. W000 PLATE (MAX. DESIGN LOAD = 72 PSF) ® WALL MOUNT SECTION - USING 2" x 6' WOOD PLATE SCALE: 3 = 1' -0 a Z1/2" 1/4 MAX, FOR W000 PLATE USE 1/4 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO W000 PLATE 12' 0 C. TWO 1/4 S.S. LAG SCREW Cal 24' O.C. MAX. W/ 1 -3/4' PENETRATION IN CENTER OF STUOS Appcu.ci i3 cocnpning pith the Florida Bg idi.yCod Lo O Date O / NOM 0 MitraI Dade PTndlxt Contrtd ()Maio By O Z 7 a V 2 • 2 • • ca W — N � WH m N = = g W 4 • m Zo $ oo YV b 8 5 scale AS NOTED design b V1 K dr a wing no 00-849 0 F- I dare 07/23/1996 drawn by HCR checked 0 JK sheet G of 6 L 3 0 0 0 rn 00 q I 0 0 0 7 al CO 00 CO I 0 0 N 0 0 3 0 0 0 U 0 C] 0 0 D C 0 0 0 0 0 0 E MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 GLASS OR 0000 W 0 O w 4 - -GLA5S OR 000R ® WALL MOUNT SECTION SCALE: 3' = 1' -0" 0 CONT. 1/2' Z1/ 0 CONT. 1/2" EMBED. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1• 5 /8' MAX. EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 5' BUT DO NOT EXCEE0 6' SPACING TWO 1/4 -20 MACHINE BOLTS W/ NUT CR 414 TEK SCREW E3 12" 0.0. (TYP., TOP L BOTTOM) MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 9 -3/16" MAX. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 5' BUT 00 NOT EXCEED 6" SPACNG T C"� 11/2" \ r 11 CONT. EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1' ROLLER ASSEMBLY 12 TYP. EVERY OTHER P N "SCALE: MOUNT SECTION SCALE: 3" = 1-0" '/02 11:05 ()CONT. CONT. 1/2" it CONT. S/8 HAx. NOTE: BOTTOM MOUNT DETAIL HAY BE USED AT TOP. 1/4' MAX. 4 4 4 4 1/4" MAX, O MN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) GLASS OR DOOR 3/16 - -8 POP RIVET OR 412 TEK SCREW (3 6' 0.0. (TYP.) ASSEMBLY 1" x 1" x 1/8' ALUM. ANGLE W./ 3/16"8 POP RIVETS (a 6 0.0. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' 1/4 -20 MACHINE BOLT'.// NUT L3 12" O.C. (TYP., TOP L BOTTOM) 1/2 , 5/8" ROLLER ASSEMBLY TYP. EVERY OTHER PN 1/4 MAX. 4 1/4 MAX. 4 < a�. Nw 3z 00 EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP, — GLASS CR DOOR 1/2" c r — • Ea. • EO. EDGE OIST. EDGE i E 015 T MAX. ® OEIUNGd1NSDE MOUNT SECTION SCALE: 3" = 1' -0" E xIST LNG CONCRETE, MASO4RY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. - -- FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3" 3/16'8 POP RIVET LI 6 O.C. (TYP.) OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4 OFF CENTER REFERENCE CONNECTION TYPE 4 1/4' MAX. • 4 z < N • A W 0 _1 • 7 GLASS N < u OR DOOR — L 4 1/4" MAX. EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. l 0 1 0 le A EMBE0 1/2" MIN. SHUTTER SEPARATION FROM GLASS 1 . SCHEDULE SHEET 5 EMBED O 2 -7/8" MAX. ./ 1/2' 5/8 MAX. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r ,(* TYP. TOP L BOTTOM FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION '-TYPE 2' () BUILD -OUT MOUNT SECTION F SCALE: 3- = 1' -0" - -4 /4' MAX. Z <0 NW 3 0 JW <J X0 < Z w N 0 W 0- w0 N ALT. ANGLE LEG DIRECTION ITYP MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 - - -\'I CONT, - FOR LARGER SPANS USE 1'.80 r • 5" AL. ANGLES (SEE SCHEDULE 1 TYPE CI FASTENER, SEE ANCHOR 5CHED046. REFERENCE CONNECTION 'TYPE 1' 1/4 -20 MACHINE BOLT W/ NUT (3 12 O.C. LT YP., TOP 1/0" ( 1 BOTTOM) 3 -3/4" MAX. H.N. SHUTTER SEPARATKN FROM GLASS (SEE SCHEOUEE SHEET 5) — FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' O BUILD -OUT MOUNT SECTION SCALE: 3" 1' -0" 11 CONT. - FOR LARGER SPANS 16L9,, U54 TWO 2 x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) 5/8 MAX, FASTENER, SEE ANCHOR 5CFEOUIE. REFERENCE_ CONNECTION "TYPE 1' BUT 00 NOT EXCEE,by 8 -112' SPACING may 'o A : j ::y 4 1/4" MAX. Ot TOP L BOTTOM /4' MAX. O FLOOR MOUNT SECTION SCALE. 3' = 1' -0" , 0 N 0 W GLASS OR DOOR 0' C) w 1/4" MAX. 16 FASTENER SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 3' GLASS (SEE SCHEDULE SHEET 51 EXISTING CONCRETE, MASONRY OR '.WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP 3 - 3/16 - MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEOUIE, TYP. 2' a 2" x .050 ALUM. TUBE TYP. TOP L BOTTOM 1/8" MAX ()BUI LD —OUT MOUNT SECTION SCALE: 3" = 1' -0" 0 1/4" MAX, 4 4 4 1/4 MAX FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1' BUT 00 NOT EXCEE0 8 -1/2" SPACING Appro■ed 83 coa pl)iog Nich the Fkdda B8id' g C od Date Q 1. 0 NOM � C I b Miami aside Prod act Coatror By `1 �« a 03 W N O O 4') 0 ci (n 1-- I dale 07/23/19961 ONIONZINZEISINIENWINefiCalb scale AS NOTE0 design by 11K •'1 O. 2 . i'1 ne G , S 6 a et S • • a -D 2 ' A h • N W y e a 1'1 'e o z V • 0 .0 m• vT N MY • 0 N '0 J drawn by 1118 checked b; 1.1< drawing no. 00 -849 sheet 3 of 6 I TOP TRACK -7 SECTION f / ^`^ � 1 LOCKING LT. AT SCE LO ATK)N MECHANISM E 0 0 0 E N z BOTTOM TRACK TYPICAL E LEVATI O N N.T.S. FASTENER CS 24' 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). PLAN VIEW (TYP! SEE FASTENER SCHEDULE OPTIONAL DRILL 5/8'0 HOLE FRO BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR TRUSS HEA0 BOLT (TYP.) VARIES - NO LIMIT 14 — SINGLE ARM LOCKING MECHANISM AT CENTER OR SHOE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER LOCKING MECHANISM CAN BE €a 18' ABOVE OR BELOW CENTER (SEE NOTE 61 TYPICAL PLAN VIEW SCALE: 3" = 1' -0' 3/4' MIN. 1 -1/2" MAX. JOINT BETWEEN REMOVABLE AND FIXE0 SILL INSIOE CLOSURE "T" HANOLE W/ IM PLAN VIEW. —MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. x 1 x 1/8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS L3 6" 0.C. — REMOVABLE FLOOR TRACK DETAIL SCALE : 3 1'- 0" FASTENER C3 24' 0 C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING / GLASS —J SECTION SINGLE ARM LOCK N.T.S. 01 SINGLE ARM LOCK N.T.S. ASSEMBLY — OPTIONAL ACCESS HOLE EXISTING STRUCTURE r FASTENER TYPE 4' SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION • SINGLE ARM LOCKING MECHANISM A (ENTER OR SIDE OF SHUTTER. LOCK MAY BE WSTALLEO ON INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLEO ON INSIDE OR OUTSDE OF SHUTTER 2' MIN, INSIDE CLOSURE 'T' HANDLE W/ HIM 'i a ■ • AEI O (TYR.I 6 -1/2" 100 6a 11 1 1 1 •� 0 O 0 z L girsakimarsaissesourAtzb VJ. KN C}1 ••• 1 • a a i scat• AS NOTED 7 V z sL 10047 0 x 4 0 Z 7 00 -849 33 3 dat• 07/23/1996 dravn by riCR dexign c by hecked 6rj V 1K V 1K dradtn3 no FASTENER („Ti 24 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). ITYP.) LSE° yyTT'H PIECES 0 ANO V LOCKING PIN SCALE: 1 -1/2" 1' -0 (DOES NOT REPLACE SINGLE AAA LOO OP110NAL CLOSER HANDLE N.T.S. (DOES NOT REPLACE StNaz ARlA LOCO OPTIONAL CLOSER HANDLE N.T.S. 9a SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER —MIN. SHUTTER SEPARA ION FROM GLASS. (SEE SCHEDULE-SHEET 51 DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. OPTIONAL PLAN VIEW SCALE: 3" = 1' -0 CARRJEB BUSHING 12 12 EXISTING / GLASS 7/16" O.D. x 0 6 LONG NYLON K. BUSHING 12 010 x 2" SMS. MANUFACTURED FROM 0410HT OR 18 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING 1 .460"0 x .050' THICK 300 SERIES STAINLESS STEEL WASHER ITYP. TOP L BOTTOM) - 3/8" 0.0. x 0.90 LONG NYLON 801104.4 BUSHING 010 x 3 SMS. MANUFACTURED FROM 0410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING 0. .460 - 0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP L BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE FASTENER (3 24' 0 C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). ApproNcd as co-mpiying Ycith the Florida Baidi• Z OO L Date 0 / NO !r Lt AHl Dade Prodad CoC trci Dir By Z MIN. V r .._ U r MM — N J `, , l 0 sheet 2 of 6 3 c 3 0 20 0 02 02 - 20 0 0 ■-• 0 0 0 ri . 055 1 32 ..076 HEADER-CLG. O MOUNTED SCALE: HALF SIZE t,P ® HEADER-WALL MOUNTED SCALE. HALF SIZE 3 993 578 @ ADAPTER SLAT SCALE: HALF SIZE 33 . 055 32 076 r 3 . 097 052 0 rN u 0 3 GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE ENOAI BY MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION FOR THE 1-11GH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NO T OVERSTRESSED IN THESE APPROVAL DOCUMENTS, A 33% INCREASE iN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3 DETERMINE THE POSITIVE AND NEGATIVE DESIC:04 LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS :N ACCORDANCE wiTH ASCE 7-98. A DIRECTIONALITY FACTOR OF Kd .1.0 SHALL BE USED X THESE APPROVAL DOCUMENTS ARE GENERIC AND 00 NOT INCLUDE LNFCRHATION FOR SITE-SPECIFIC APPLICATION OF THIS SHUT TER SYSTEM S. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61015-23 OF THE FLORIDA ADMINISTRATIVE CODE. 5, THESE APPROVAL nocutiENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE C9NTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7 ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL V010 THE APPROVAL DOCUMENTS. 9 EACH SHUTTER ASSEMBLY SHALL BE PERHANENTL LABELED AS FOLLOWS! SW, INC LAML FLORIDA MLA-MI-DADE COUNTY PRODUCT APPROVED 10 ALL SHUTTERS SHALL HAVE A LOCKING HECHAN[sm A T CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERT I LOCKING MECHANISM SH ALL L BE LOCKED EC PROVIDE: HURRICANE PROTECTION 11 STORM SHUTTER EXTRUSIONS SHOWN SHALL 3E 6C63-1 ALUMINUM ALLOY. 3.0 N 12 ALL SCREWS AND BOLTS TO BE 2724-Ti. ALUMINUM ALLOY, STAINLESS STEEL. OR GALVANIZED STEELi 4 MINIMUM TENSILE 5 TRENGTH GE 33 K 5 I U 0 N. POP RIVETS TO BE 3/16 0, 5052 ALUM. ALLOY. U,O.N 13 TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS RECIU,RE 14. FLOOR TRACKS MAY BE REMOVABLE A T NON.S ACK■NG LOCATIONS, USE REMOVABLE ANCHORS SUCH AS POWERS CALK-174 ANCHORS 0 048 3 840 MAX 0.125 1 840 _1 90* 12 - TYr 91.5 2 2' 0,307 0 600 rr 1 - 0 31. 055 32 ..076 33 125 303. AN .39 0 326 o 620 114; 2 _ 8 Z. 0 O BUILD-OUT WALL HEADER SCALE: HALF SIZE 2 775 2 586 1391 1 891 3 () CENTER MATE 1 SCALE HALF SIZE 8. 'WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: a) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL o AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBHITTE0 TO THE ° o PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 8) REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FCR AND I SECURED FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION. X -x-- X WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ; ZONE AREAS. ONLY OPTION - 13 - SHALL BE ACCEPTED BY THE BUILDING OFFICIAL 1 ....5 VA X SCALE HALF SIZE 2 37 155 (O PT)O NAL) fl ) LOCKING CLIP SCALE H43./ 5'ZF 0 // I 0 483 N-r2 -31 r 165 1 0 248 285 00 . '----- .060- t.:_) 1 -060 .060- , ;. ILIE-1 "__ 060 1 T 1- 250 349 0 058 1. '00 1 , - - - T'?. AT EVERY OTHER INSIDE JOINT AT TO?. @ ROLLER ASSEMBLY SCALE: HALF SIZE 540 ; 72 I r , • I! :" 612 0 D - r I I I L- 77- I 32 I ' ' 3 0 1 ; . ; 352 S 1 . 9_ 4.5- 500 620 540! 1137 - - • 7 . rti 4t1 di 'I 0 crE. 352 13 O , SILL-WALL MOUNTED OADJ. SILL-TOP scALE. HALF SIZE SCALE: HALF SIZE 4555HBLI, 120a .121LE r 2 036 r 3 097 2 795 oi 165312 - 295 0 • 050 1039 1 653 . . { 2.103 CEt;IE: MATE 2 (1 0 s m7 HALF SIZE 34I'L .,-,EEL RIVE IH7D WALKi)\ - ER SILL FLOOR t„loUNTED SCALE 984. 055 - Ity• 3.33 I, 335 • 5 "1 I j. ■ 4. 00 TOP t 2 e 3 0 f:>1 211 7 7'5 46S, 600 620 i SOO 1 I -1 I -r m . co 13 , 0 01 0 03 041 -050 350 )•0 SSD , 1 , 4 i , ; I ..---. - e• H3,,x LL_ 1 I , 300 MAX 5 CARRI R 10 BUSHINGS 2, SCALE FULL SIZE • 050, 152 ■-3 [ I._ 3 :XS 3 ,,- 513:0 13 0 .27 - /97 '3.31 7 6 7; 1121 ?, 0 ' 013 • .2 J ADJ. SILL-BOT. L')504L5 HALF SIZE 6 , o- 2X a -- 17 t 7 , J1 0 Ar :76,J a .=_.• 0 .1 : , 9.3 , ("CENTER MATE 1 , ;N/ LOC-YONG ROO) SCALE HALE 1025 4:5 ; 222;. , „ c •°91 ',375;' INSERT HALF 53 ZE o iI LOCKING ARM ALIGNMENT INSIDE HANDLE BUSHING (NYLON) ( SHIM (NYLON) 8 ALE 1,ALE 1 7LF 1-1-\LE .025 050 rite 1.250 90 END SCALE: HALF FLAT END SLAT SCALE: HALF SIZE 040 ,-,I-, 3...j .. ; 1 1 M 1 0 0 V-a'J 0 31 < i'- 052 ni 0 5 2 y- 7 -4I iNu ,1 udE SIZE E I J 1 , 1 1.250 69 ::, 63. .- 6, / 955 1 / 0 S ff 2. f . 1 - . 4202 .3 CD TYP. SLATS '-' SCALE HALF SIZE 060 , 1039 o N 3 , r 095 - 4 X 2 93.2 0 5103 530 0 16530 28S 0 2 101 ; 3 115 O LOCKING ARM SCALE HALF S!ZE 33.65 3261 O CENTER MATE 2 cev/LOcc.r4G Roo 1 SCALE, HALF SIZE STAJNLESS STIEL 3 3 3-- VJ.03F obi - voi - Esf.r,"0.4. 1 NtER 4 • 1C 00-8'49 1._ _ , ._) I, 11 1 32 H'Irl-Ht 0 . -I II z , _.1 0 q;:' 2 ;', 5 1, 0 ., . , ..„„ ...,_, c , --: 1' 0 < , = ;,=,:- - 1-- ...It , ,0 , - -, I..-- ▪ --.: -7 ,,-, 1; , = -,:,, n 0 -15 : • , -;;f7...-"-.. ---- • .) , 35 - A pproN c as corssp4yig . 2'i' ' S .r , ' 3 ' 77 , u i Flo ricla B ukdio,g Cc Date o 6 y 1 z-o o ',.. , 7312 Mtloal De errAt:Kt Coatrol 3. I By : NOTES 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lm ax.) POSITIVE LOADS LESS THAN OR EQUAL TO THE NE LOAD ARE ACCEPT ABLE 2 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN SEPARATION FROM GLASS 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS 4 ABOVE SCHEDULES 1 8. 2 ARE FOR USE WITH .050" ALUMINUM STORM PANELS ONLY Appro%ed is complying nfth the F1ori 1� Baidlig ode Dtic ')l�l f200L NOA%D (� c 7 lMItom a Prodatt Coattvl By ILA fl y -- V.J. KNEZ PROFESSION H NEER a No: 0083 Fg19 03/06/01 sheet 10 or 10 1 MIN. S EPARATION ALUMINUM STORM PANEL FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INC 1ES) MINIMUM SEPARATION FOR INSTALL ATIO GREATER THAN 3 ' -'. ABOVE GRADE ' (INCHES) i BAR NO BAR NO BAR 30 0 3 - 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5 0 2 3 1-1/4 7- 0 2 3 1 -1/2 8- 8 2 -1/8 3 2 -1/8 10 - 6 3 -3/ 3 -3/4 3 -3/8 40.0 3- 0 2 3 1 -1/8 1. - 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -5/8 8- 8 2 -1/2 3 2 -1/2 10 - 0 3 -3/4 3 -3/4 3 -1/2 50.0 3- 0 2 3 1 -1/8 4- 0 2 3 ta. 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -3/4. 8- 8 2 -3/4 3 2 -3/ 9- 5 3 -3/4 3 -3/1. 3 -5/8 60.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -7/8 8- 8 3 3 3 9- 0 3 -3/4 3 -3/4 3 -1/1. 70.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/1. 5- 0 2 3 1 -3/8 6- 0 2 3 1 -7/8 7- 0 3 3 3 8- 8 3 -3 /I. 3 -3/ 3 NOTES 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lm ax.) POSITIVE LOADS LESS THAN OR EQUAL TO THE NE LOAD ARE ACCEPT ABLE 2 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN SEPARATION FROM GLASS 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS 4 ABOVE SCHEDULES 1 8. 2 ARE FOR USE WITH .050" ALUMINUM STORM PANELS ONLY Appro%ed is complying nfth the F1ori 1� Baidlig ode Dtic ')l�l f200L NOA%D (� c 7 lMItom a Prodatt Coattvl By ILA fl y -- V.J. KNEZ PROFESSION H NEER a No: 0083 Fg19 03/06/01 sheet 10 or 10 1 ALUMINUM STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD W (PSF) FOR ALL MOUNTING CONDITIONS L MAX. (FT -IN) 30.0 10 - 6 35.0 10 - 1. 1.0 .0 10 - 0 45.0 9 - 8 50.0 9 - 5 55.0 9 - 2 60.0 8 - 9 62.0 8 - 7 65.0 8 - 5 67.0 8 - 2 70.0 7 - 10 72.0 7 - 7 75.0 7 - 3 80.0 6 - 10 90.0 6 - 1 100.0 5 - 6 110.0 5 - 0 112.0 4 - 10 120.0 4 - 7 130.0 4 - 2 140.0 3 - 11 150.0 3 - 8 160.0 3 - 5 170.0 3 - 2 180.0 3 - 0 190.0 2 - 10 200.0 2 - 9 NOTES 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lm ax.) POSITIVE LOADS LESS THAN OR EQUAL TO THE NE LOAD ARE ACCEPT ABLE 2 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN SEPARATION FROM GLASS 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS 4 ABOVE SCHEDULES 1 8. 2 ARE FOR USE WITH .050" ALUMINUM STORM PANELS ONLY Appro%ed is complying nfth the F1ori 1� Baidlig ode Dtic ')l�l f200L NOA%D (� c 7 lMItom a Prodatt Coattvl By ILA fl y -- V.J. KNEZ PROFESSION H NEER a No: 0083 Fg19 03/06/01 sheet 10 or 10 1 FASTENER ANCHOR SCHEDULE LOADS AND SPANS MAX. SPACING (IN.) REVD FOR VARIOUS DESIGN MIN. 3/4" EDGE DISTANCE LOAD (w) SPANS UP TO SPANS UP TO SPANS UP TO ;TIN CTIJ ANCHOR TYPE PSF MAX, 5' -6" (SEE NOTE 1) 7' - 6" (SEE NOTE 1) 10' -6" (SEE NOTE 1) CONNECTION CONNECTION CONNECTION (SEE NOTE TYPE TYPE TYPE 1) 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 QOOM 48 12 12 12 12 12 12 12 10 12 11 12 9 7 12 8 62 12 12 11 12 12 12 11 8 12 9 12 6 6 12 6 r r 1 ` 'r' ' - ,, 6 7 12 12 10 12 11 12 9 7 12 8 12 6 6 12 6 1 /4 ° ip , MIN 3- 72 12 12 9 12 10 12 8 7 12 7 12 6 6 12 6 LONG LAG SCREW W/ MIN. 2 EMBEDMENT 92 12 —'-- 9 7 12 8 12 6 6 12 6 12 6 6 12 6 SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 112 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 200 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 48 12 12 11 12 12 12 12 8 12 11 12 9 6 12 8 62 12 12 9 12 12 12 11 6 12 9 12 6 1. 12 6 t I \\\I \ \ \ \V 11 6 7 12 12 8 12 11 12 9 6 12 8 12 6 4 12 6 72 12 12 7 12 10 12 8 5 12 7 12 6 4 12 6 7/16'0 WOOD BUSHING W/ 5/8" MIN. EMBEDMENT t 1/4 -20 STAINLESS 92 12 9 5 12 8 12 6 4 12 6 12 6 4 12 6 STEEL MACHINE SCREW 112 —. 12 - 6 -� 5 12 6 12 6 4 12 6 12 6 4 12 6 200 12 6 4 12 6 12 6 4 12 6 12 6 4 12 6 48 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 A. EIlltlailmi.1ms,-,'r- 62 12 12 12 12 12 12 12 11 12 10 12 6 8 12 7 *�� 1.Ll:':2.17,i,.L� 67 12 12 12 12 12 12 11 10 12 9 12 6 8 12 7 1/4"0 ELCO HALE/ 72 12 12 12 12 12 12 9 10 12 8 12 6 8 12 7 FEMALE • PANELMATE" '�// 1 -7/8" MIN EMBEDMENT s 1/4.20 MACHINE 92 12 10 10 12 9 12 6 8 12 7 12 6 8 12 7 SCREW WITH NUT - -- -- — — -'-- -- 112 —'— 12 7 8 - 12 - 6 8 12 7 12 6 12 7 8 12 7 200 12 6 B 12 7 12 6 8 12 7 12 6 8 12 7 02/19/02 15: IB ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 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. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDA TIONS. 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. S.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 6.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 15 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. 7. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN MEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT), U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT (D 6" O C. OR 12" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. *10.).44-20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF 10 KEYHOLE WASHERS ARE USED. Approl cd u complytog with the Florida BakloC ode Da le_[) jli t,00 NOAMO Miami Dade Prod act Co-atm% Dirisio By s W 7 O Y $ 4 V c Er" lj co - a 0,, n n 0 W J W N, t W Z Z .4 SC u - u iiiisseamssucesoo i 0 she F 9 of 10 V.J. KN F'fiOFESSIO EN ELn FL LI 1^ • No: PE 0 ©3 1_2002_ r14 f• 0 3/0 6/01 f c•t• drawn D .:n0Tt0I _ AV r d•ian or �1an:c :a � vK v1K � 00 -380 1 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS w �? Z _ H. 0 (f) D X w ■-• 1n ANCHOR TYPE L W)O MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE SPANS UP TO l 5' -6.. (SEE (SEE NOTE 1) I SPANS UP TO 7 -6" (SEE NOTE 1) SPANS UP TO 1 0' -6 (SEE NOTE 1) CONNECTION TYPE 2 1 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 1 TYPE 2 3 4 5 0 0 J CO W � " LI 0 Z 0 Ci J J 0 -` 48 12 12 11 11 B 6 12 9 12 5 4 12 9 8 7 12 9 8 3 3 \ 8 6 6 \ 3 5 3 3 3 3 3 8 5 6 62 10 7 5 3 \ � 1 7 12 3 5 S 4 -- 3 L. - - + U 1 1 � U `- VI." as ITw TAPCON OR 1 /4 0 ELCO TAPCON w/ 1 -1/ EMBEDMENT 4" Mw 6 7 6 6 5 4 11 11 fl 6 3 3 9 \\3 8 ■\\ —' 5 6 5\ S \- \ 5 \ 72 8 I -- S i.6 \ \ 6 \ 6 6 6 6 N ? `I. 11 6 \ 6 L ._ 6 2 0 0 3 5 \ \\� 6 1 3 5 6 3 5 I * ll1111�11L - 11-- ` - 49 62 12 12 12 1 2 12 12 12 12 9 12 12 10 6 7 12 12 6 4 121 5 7 5 5 5 - 5 5 121 4 10 12 16 12 10 10 3 3 9 3 67 I1 11 9 44 12 5 12 5 1 7 1 6 4 _ _ 1 6 3 15 --+ 12 12 1 2 9 8 4 — 4 — 3 3 8 3 '*L.Q j _ 1 I I l l I I I I I 1 1 1 T > 72 9 9 9 7 1 2 1 2 - -- 12 5 1 2 5 1 2 4 10 — 10 — 10 10 3 -- 3 3 1 { � 9 3 -- 9 3 8 3 1/ "0 ELCO MALE/ FEMALE °PANELMATE" w/ 1 -1/4 MIN. EMBEDMENT S 1/4 -70 MACHINE SCREW WITH NUT 92 12 4 112 10 3 S 10 3 10 3 5 200 10) 3 S 9 3 10 3 5 1 8 3 10 3 S 8 3 48 62 12 12 10 12 12 6 12 10 7 12 5 11 4 5 11 3 12 12 9 5 12 5 5 12 11 3 -- 3 8 \ 4 6 5 6\ 6 6 _, 6`�1t��1�6 ill 12 9 7 12 4 11 4 5 9 , 8 \, 8 �\ 1 6 1 4 4 4 I 6 4 12 4 10 3 5 10 3 1/4"7 POWERS CALK - IN W/ 7/8" EBEDENT EMBEDMENT 1 1/4-20 STAINSS STEEL MACHINE SCR 92 it 4 5 1 11 3 B 6� 4 6 6 11 2 <--� 9 \ 4 9 (6 9 N 4 5 6 1� 8 j\\ 8�L\ 4 I. 6 6 200 9 6 4 6 1A 8 Iv 4 6 49 12 12 10 12 I 12 1 S 11 7 4 9 3 7 5 5 4 4 1. 11 3 9 3 S I 9 I. 62 12 11 10 9 _.- 5 91 9 i 6 6 4 6 4 \ • 4 5 I. S t\ 1111....\ 5 \\ 67 7 7 11 13 8 3 3 7 \� \\ _6 �\ 1 V v 6 �\. 9 7 \\ S 6 S �\ 5 L'',.." �� ���LLL 1/4 - 0 POWERS MAC NAIL - IN w/ 1 - 1 /8' MIN. EMBEDMENT 72 92 -- 112 5 I 6 110 3 - ` 5 1 y , ‘ , 4 _ 6 S 6, . 6 � 4 � 6 I\\� 4 5 5 � � v - 200 6 I V� 4 6 LV 4 5 6 4 9 62 12 12 9 12 6 12 10 6 12 4 10 9 9 9 8.• B 8.\ 4 4 \ 3 6 - 3 - 10 3 6 —H -- 1111 M 12 1 2 12 — 10 121 -- 4 6 12 1 2 12 5 11 4 4 10 4 4 9 3 4 4 4 11 1 0 9 3 3 3 , I lllllllll>� --1- 6 7 9 7 — 3 6 5 6 6•` 6 . _ \ \ \ 1/4'0ITW RED HEAD DYNA80LT SLEEVE ANCHOR w /E - 1 /e" MIN. EM9_D 72 \\ 3 _ �. 3 9 2 4 10 3 9 \.\ 3 6 6 \ \ \ \\ 112 8 \. 3 7 8 1,\m \\ 9 ' 3 3 3 3 200 9 \\ 3 6 6 �\ ` �11 \\‘\\\\\\\I \I ---- - 1/4 °0 ASHLEY OuICK -SET SCREW WITH 1 -1/4° MIN. EMBEDMENT 4 9 62 6 7 7_2 9 2 2, — 112 200 12 12 12 . 12 — 10 12 12 10 _8 4 --- 3 12 10 9 9 7 - - -- 5 t2 12 12 12 1 �- 9 7 7 12 11 6 - 12 5 5 _ 12 . , . 4 1. 11 � 4 9 \ Y • 3 9 ' \ 3 9 [V 10 7 6 S S 5 12 12 12 11 � ._. 7 7 5 _ 4 3 _ 3 3 12 9 9 9 9 9\ 4 7 -\ 5 \ \ 5 _ 1. \ C Y . .. ' \\\ S 12 7 - Y 7 _ 7 7 7 4 3 3 _3. 3 3 9 - \ - 5 ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. T - 1 r e v t s i o n S � 0.050" ALUMINUM —1 r ,�.,I. l / e..t.,el�e - STORM PANELS 1 0 olioeiollv.Irt, PREv Dot,.../...c. me •s - 110 ■ X . ,o./.1/01 A SHOO ILS/wG . e((0 (C.W.O. NI S 1 ) 102 /11 /02v•A COuraly COnnt MT1 � p s E , fL 22,:: f•''' 2 I � ,4��df>� �� V � .h,i 3 l 1 N 1 r QCturinp i y iypiaEC,.-/_ ^ ;.i ■ STO?V ? • .i,ITP. -w PI!^DI:C'S '"';•- "II'! ( ;KNEZEVICH & ASSOCIATES, INC. ;CONSULTING ENGINEERS • PRODUCT TESTING; 1 1260 N. UNIVERSITY DRIVE. SUITE IRO • FORT L.&UDEADALE, fl ATI" TEL 195413822600 • FAX: 19541382 -2969 •.LO1lI0A CAA /3205 WE8SfTE: WWVI.KNEZEVICH.COM • E -L1AIL KAIC4E'2EV1CH.C:OM ;COPYRIG■T C 2001 KNEZEVICH d ASSOCIATES. INC. ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD 0,4) PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE SPANS UP TO 5 -6 (SEE NOTE 1) SPANS UP TO 7' -6" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE 48 12 12 12 12 12 12 12 12 121 12 11 12 12 12 9 6 6 10 8 8 12 8 L- ` 62 12 12 12 12 12 _ ■.,—. 11 11 12 9 12 6 6 7 12 12 12 12 11 12 9 10 12 8 12 6 +��`� 1/4'•0 1Tw TAPCON OR 1/4"0 ELCO TAPCON W/ 1-3/4 nIN. EnBEOnEnr (MIN. 3.000 P.5.1. CONCRETE) 72 12 12 12 10 12 10 12 12 8 6 9 12 7 12 6 8 12 6 92 12 9 12 8 8 8 8 12 12 12 6 6 6 12 6 8 12 6 112 200 12 12 6 6 8 8 12 12 6 6 12 12 6 6 12 12 6 8 12 12 6 6 6 8 *C11111u\u_i�lllllllllllll�- -- * j:lllllllllllllmL 1/4"0 CLCO MALE/ FEMALE "PANELMATC W/ 1 -3/4 MIN EMBEDMENT . 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3,000 P.S.I. CONCRETE) 48 62 12 12 12 12 12 10 11 9 8 12 12 7 6 12 12 12 11 11 5 4 4 8 6 6 5 12 12 12 11 5 4 4 3 12 4 6 9 \ \ 4 9 4 9 4 12 7 7 7 4 3 3 3 67 12 5 5 - 72 12 8 7 12 92 12 4 6 12 4 9 4 7 3 9 4 7 3 112 10 3 5 9 3 3 9 - _J 9 ,\ 4 4 7 7 3 3 9 4 y 7 3 20 0 9 \ 4 7 9,\ 4 'j 3 * 46 12 12 12 12 12 12 12 12 12 12 12 12 9 12 10 9 12 6 �; I 62 12 12 12 12 11 9 12 12 6 7 12 6 W —L 67 12 12 12 12 11 12 10 9 12 8 12 6 7 12 6 '0 POWERS CALK - IN • 7/8" fNIEOMENT /4 - 20 STAINLESS STEEL MACHINE SCREW (miN. 3,000 P.S I CONCRCTC) 72 12 12 11 9 9 12 11 12 8 8 12 8 12 6 7 12 6 92 12 12 12 8 7 12 __ 12 12 6 __ . - _ 6 7 7 12 6 12 6 7 12 6 112 12 6 7 - 12 12 6 6 12 6 7 12 6 200 12 6 7 12 6 6 7 12 6 7 12 6 48 12 12 12 12 8 12 12 10 12 5 12 4 7 12 4 62 12 12 10 12 6 12 12 12 - - -- 10 10 5 7 12 4 10 3 5 8 3 67 12 11 9 12 5 4 7 12 4 10 3 5 6 3 1/4"0 POWERS RAWL ZAMAC NAIL -IN W/ 1 -1/6" MIN. EMBEDMENT (MIN. 3,000 P.5.1. CONCRETE) - 72 12 8 9 12 12 9 J I m 4 - - 3 3 6 - 5 5 12 - 6 8 3 ' -- 3 3 3 10 3 1 -` - -- 10 3 Vi M M 191 8 - 8 8 1 1 -i -1 m 92 12 112 10 4 7 3 5 10 3 200 10 3 5 8 3 10 3 -- ; - 1 8 10 3 5 8 3 4E 12 12 12 12 12 12 12 12 12 12 12 9 9 8 6 5 5 12 12 12 12 12 9 7 6 11 8 7 7 6 12 12 12 12 12 9 7 6 6 5 12 7 7 12 4 6 12 4 6 12 12 12 6 5 5 111 F 62 12 67 12 72 12 12 11 12 10 12 10 d1llF • �I 1/4' 0 1 RIO HEAD OYNABOLT SLEEvE ANCH( /1_1/8" MIN BED. (MIN. 3.000 P.S 1. CONCRETE) 12 4 6 12 5 — 92 12 7 7 5 6 T;1 4 12 4 6 12 5 112 12 12 12 4 4 6 6 12 12 5 5 12 4 6 12 12 5 5 2 0 12 4 6 12 4 6 48 12 12 12 12 10 -- 10 9 8 9 12 7 12 12 11 5 10 7 7 6 _ 5 5 S 12 12 12 11 _ 7 7 7 5 4 -- 4 3 _ 3 3 3 12 7 9, 5 — 9 5 9 5 __ _- 9 5 9 5 9 f S r-I u%I '1H nI H 'n r ,1 4 I 0 PI PI 12 4 f I 1 _ 111111111\111 � 62 12 12 12 12 ._- 12 9 7 6 5 5 4 3 3 7 -- 7 7 _- -_ 7 7 7 3 3 3 3 3 -- 67 12 — 12 11 _ 9 9 9 H 1/4 "0 ASHLEY QUICK -SE r SCREw WITH 1-1/4 - MIN. EM8E0MENT (MIN. 3.000 P -5 CONCRETE) 72 12 92 12 ..._, r n I 'A I M (i 112 10 200 9 48 12 62 12 67 12 72 12 - 12 •-I 12 12 12 12 12 -- 10 9 12 12 12 12 -- 12 ___ 12 12 12 12 11 7 ____ .__. 7 12 10 10 9 12 12 12 I 12 12 11 11 J 10 8 8 8 12 12 9 12 7 7 12 7 7 12 7 7 - -. --- 12 7 7 12 12 12 12 - - -- 12 11 8 8 8 - 8 l •... -I�I 12 12 12 12 12 12 12 - 12 ._ 12 v 4 POWERS DROO P -IN I. 1/4 -20 SIDEWALK BOLT (3/4"0 MEAD) w/ 1_1/4 MIN EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 12 12 -- - " - 12 9 ___ . 8 8 — 92 12 -- 7 7 12 12 12 — 112 12 12 7 7 12 7 7 12 12 8 8 200 12 7 7 12 6 12 7 7 w - Lr yr l < revisions i j 0.050" ALUMINUM •11 r. ` no Oa" ley' a.lc..ol.. 1 I STORM PANELS N' I I 0 01/04/017V ll PPEV. DPAV.wr. M. N -110 / Z _ • • "1/19/01VAS■C10 TESTMG 4 ►CCO COrai•TS I U-1�x ■ ] 97/10/0]I/AS COVMTy CONNEMtt InRADLIE* * DaG F • teL IManufaCturir>p F«(�4)y(w.v5O1 ANCHOR NOTES- 1 SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. SPURN PK4F13 - 11AT_C W PPCOUCT3 nwdY.1/LUIieC� •..;211 I KNEZEVICH & ASSOCIATES, INC. I CONSULTING ENGINEERS • PRODUCT TESTING 1260 N. UNIVERSIT( DRIVE, SUITE 180 • FORT LAUDERDALE, R. 33322 I TEL (864( 382.2800 • FAX. (96) 342 -298p ID • FLORA COA x3208 ■ WEBSRE. WWW.IWEZEVICH.001+ • EAU& KAC Q 2EVOtCOM ICOPVRIGKT 0 2001 KNEZEVICH A ASSOCIATES, INC. EMBED_ 1 -1/2" MN GLASS 0/ DOOR SEE TABLE 2 02/12/02 09.55 2" MIN. GLASS OR DOOR SEE TABLE 2 7 /-1/4 •m RAWL CALK -IN p 4" O.C. GLASS W/ 7/8" MIN. EMBED. IN CONC. OR DOOR - OR HOLLOW BLOCK 1/4 " -20 STUD & WINGNUT, PANEL TO ANGLE CONNECTION (cJ 12" 0.C. FOR PANEL s 8' -8" AND 6 • 0.C. FOR PANEL LENGTHS GREATER THAN 8' -8" y . 1 MBtD� EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. — 11,k1.3 W J co Q I— W w N CONT. O ALT. TRAP MOUNT DETAIL SCALE : 3" = 4_i DETAIL AE FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1" NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER OR " U " HEADER TOP MOUNT C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" 4 —1/4 - 0 MACHINE I \ \ BOLT p 6" O.C. \--1/1."0 RAWL CALK -IN p6" O.C. L1/4 -20 MACHINE BOLT W/ 7/8" MIN. EMBED. IN CONCRETE & WINGNUT 4n 12" 0.0 ; OR BLOCK OR (l 6" 0.0 FOR PANEL LENGTHS GREATER THAN 104 •. ITYP. TOP E. BOTTOM) NOTE: 1. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 2. WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD = 72.0 P.S.F. ALUM. TUBE BUILD -OUT SCALE 3" = 1' -0" AB b d 1" x 2" 2" " x 4." x 0 055" 6063 -T6 ALUM 2" x 5" OR 2x 4OR P.T WOOD BLOCKING / TABLE 2 d TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT j \ ; 1 1d J -L\ J J '1 1/4 -20 x 3/ MACHINE SCREW WITH .675" x 675" x ,125 ",QUARE HEAD 14 5/16" I.D. AND 1/2" 0.0. x 3/16" MINIMUM NYLON BUSHING OR 1/L -20 NUT (GALVANIZED) C -TRACK ASSEMBLY - "BLOW UP) SCALE: HALF SIZE 4 TUBE SEE TABLE MIN 2 SEPARATION FROM GLASS SCHED GLASS OR DOOR 4 a' 2" x 3" 2" x 4" x 1/8" 2 "x5 6063 -T6 ANGLE FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 3" EMBED. / I 2 -1/2 G , Appro\tJ it ccrapl)ing■ith the Florida But-ding Code Date U /2I /Z.CQZ NO.001 Mtarni Dade Prodvtt Control Divisio By_ 1 13 6 CONT. 0 SE�� A R' , WITH�I 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE HEAD I� —` 1 - 1/4 -20 MACHINE BOLT & WINGNUT p 12" 0.C. OR Ca 6" 0 C FOR PANEL NON- STRUCTURAL L GREATER THAN (TYP. TOP S. BOTTOM) / FINAL LOCATION OF STUD T EXISTING CONCRETE, 1 HOLLOW BLOCK. OR WOOD FRAMING NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. A U STORM PANEL BUILD -OUT SCALE 3" = 1' -0" i- C -TRACK ASSEMBLY (ISOMETRIC VIEW) N,T 5. l `4 —1/2" 0.D. x 1/4" I.D. x 3/16" �/ NYLON BUSHING " OR 1/4 -20 S.5. NUT (TYP.) -� 104 0 L. NI • 0 Or.w nQ no Ik o V.J. KNF 'H rMJESSI' 01: FL I c i c+ No: t: c1U'10 3 9 200 03/06/ L .s Narcoj( !� 00 -330 Sheet 6 of 10 j , j -- j I; I r r ELCO (T.V A.S.) PANELMATE IIII� �' FASTENER, SEE ANCHOR EXISTING CONCRETE, / / SCHEDULE BASED ON HOLLOW BLOCK, OR WOOD I I L I I CONNECTION 'TYPE 2' FRAMING (SEE ANCHOR 1._- _ �- �__�C2D_-y /2 SCHEDULE BASED ON TYPE } / f i i 1 I / 1 /4" MAX. OF STRUCTURE) N.„ 1 EFIBE i / I I I 1! .' If 1 Z SEE TABLE 2— ( a -- w J� Z Q X OR DOOR 4 E x m E GLASS 1/4 -20 S.S. BOLTS W/ WINGNUTS 21." O.C. MAX. (TYP.) 02/12/02 09:54 ANGLE MAY VARY 00 O ALT. CORNER DETAIL SCALE : 3" = 1' -0•" __NON- STRUCTURAL FINISH ,6" MAX, MATERIAL BRICK OR WOOD (MAX. DESIGN LOAD s 61 P.S.F.) O WALL MOUNT SCALE 3" = 1' -0" ►n L 1/4" -20 STUD 6" 1/2" INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" `F O FASTENING PANEL N-2•" x 2" ALUM. STUD ANGLE GLASS OR 000R— SEE TABLE 2 — 2" x 2" x 0.125" CONT. TO4 "x " x0.125•" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE (MIN. t. 0.0478• ") GRADE 40, GALV STEEL ANGLE STORM PANEL INTERIOR FASTENING (ISOME'TRIC) SCALE: 3" = 1' -0•" SCALE: N.T.S. — PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE r J, I I zOI Q '1 a;n. X a 1/4 -20 S.S MACHINE xZ BOLT AND NUT Ew p 12" O.0 JJj x� 4 c LI rn \ -1/4" 0 POWERS CALK -IN p 1." O.C. W/ 7/8" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. 2" x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. NOTES: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX. DESIGN LOAD s 72 P.S.F.) O EDGE MOUNT DETAIL SCALE , 3" = •1' -0" 8" x 3" x 1/4" ALUM ANGLE 1/4" -20 STUD va / Wi NUT pn 6" O C. FOUR 1/4 "0 POWERS / 1 / r2" x 3" x,1/8•" CALK -IN ANCHORS W/ ; ' 7/8 "' MIN. EMBED. c.,4 �_: ALUMINUM ANGLE IN CONC. (a 4•" O.C. - 1 -1/2" 4 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY GLASS OR DOOR --1 SEE TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING GLASS OR DOOR --, 2/ / SEE TABLE 2 ( NOTE: WOOD BLOCKING LIMITED TO MAX DESIGN LOAD OF 72 0 P.S F. O HEADER MOUNT DETAIL SCALE : 3" = 1' -0" 1 ' - i k, Wi a JI t _ . w f} , z a Ir' � 2 x '093 " 'ALUM STUD - --:,8) ' MAX 1/8" TILE J FINISH MATERIAL • N -- 3/4" PLYWOOD ---2" x 4" x 1/8" CONT ALUM. TUBE (6063 -T6) ' 1/4"0 POWERS CALK -IN [7a 6" O C WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW c(. 12" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. 1/2 "0 THRU BOLT (ASTM A 325) p 12 0 C. -- 1 /4 "© POWERS CALK -IN (a 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW ( 24•" 0.C. W/ 1-1/2" MIN. EMB. IN W000 � 2 " x 2" x 1/8" CONT. ALUM. ANGLE 6063 - (MAX DESIGN LOAD ± 72 P.S.F.) U "PASS THRU" DETAIL O SCALE 3" = 1' -0•" L;1 /2" MAX. b r J b d 1" x 2" 2 x 2 x 0.055" 6063 -T6 ALUM. TUBE 2'• x 4" 2"x S CR 2 "x4 "OR 2••x P.T. W000 BLOCKING FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 2" 1/4" MAX. ^� Approtcd u complying r(III (Se Florida BuWic Code a te ZI � 2G�Q z N O'l'�31� GZ C] M OI Didc Pirodnct Conln�1 Q I- DIu .n 13y w x E J V J. KNEZEY1C Pr.o fr< G FL I_I1' / / E , Nr No: 383 SEE TABLE 2 GLASS OR DOOR 1 "x4 "x0.055 "OR 2" x 4" x 0.055" ALUM. TUBE OR 2•' x 6" P.T. WOOD BLOCKING THREE 1/4 "4 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. (a> 24" O.C. MAX. CONT. 4" x .250" ALUM. PLATE OVER WOOD MEMBERS SEE TABLE 2 02/12/02 09 .54 GLASS OR DOOR— J__ 6 �C0NT w m 4 1- N X E J \ ---FOR WOOD BLOCKING USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING p 12" O.C. FOR ALUM. TUBES USE 1/6"O S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED p 24" 0.C. MAX. & ONE 1/4 "0 THRU BOLT W/ ACCESS HOLE p MIDWAY BETWEEN STUDS. TWO -1/4 "O S.S. LAG SCREW (7a 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO - 72 P.S.F. O WALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" '1- 1/21'1 -1/2 f –4414 SMS BETWEEN TRUSSES p 24" 0.C. O CONT. GLASS OR DOOR SEE TABLE 2 WOOD ROOF TRUSS OR FRAMING MEMBER p 24" 0.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. 4. w —J Q w NI E J N SOFFIT CONNECTION DETAIL SCALE 3" = 1' -0•" 0 �w 0 EMBED. (TYP.) ,-- FASTENER, SEE ANCHOR SCHEDULE / REFERENCE CONNECTION "TYPE 1 (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY p 6 OR 12" O.C.. BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) SCALE : 3" = 1' -0" 1 4. — EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (TYP. TOP & BOTTOM) O WALL MOUNT SECTION (DIRECT MOUNT) THREE 1/4"4 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. p 24" O.C. MAX. PLACE ONE FASTENER THRU HEADER 1" x 4 "• CR 1" x 6" 062" CONT. ALUM. TUBE (6063 -T6) 4414 SMS p 12 "0.C. BETWEEN TRUSSES p 24" 0.C. GLASS OR DOOR SEE TABL D GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHED. TABLE 2 EMBED.` (TYP ) — FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1" (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY (D 6" OR 12" O.C., BUT 00 NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) SCALE : 3" = 1' -0" SCALE : 1 -1/2" = 1' -0" WOOD ROOF TRUSS ✓ \V\ 2•'\ / OR FRAMING MEMBER \ 1 .: \ . \ 1 (024" O.C. MAX. 11, EQ.: EO. V^2 I:V /J. STUCCO FINISH OR I/ . SOFFIT (TYP. TOP 8 BOTTOM) 0 WALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) 1/ 4" MAX. • m CONT.F- z x E m E — ACCESS HOLE (TYP.) (MAX. DESIGN LOAD = 56 P.S.F. ALT. SOFFIT CONNECTION DETAIL SCALE 3 = 1'_p x 1/2 OR 5, 3/4" MAX. SPLICE DETAIL FOR BAY WINDOW APPLICATIONS 1/2" TO 3/4" ALUM. SPACERS (1" 0.D. 7/16" I.D.) EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) M 1" x 4" ALUM. TUBE Approvcd is compty(a= H(th tht Florida Ba(diag Code 1}ate43 /2J /2-COL NOAtiOt - 3 . r 1fia ©1 Dade Prvda(t Coaircl Di■is By_ EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING FASTENER, SEE ANCHOR SCHEDULE REf,ERENCE CONNECTION "TYPE 5" CONT. 2" x 5" x 1/8" ALUM. PLATE (6063 -T6) INSIDE EACH SIDE. FASTEN W/ B 44 12 SMS OR 3/16 POP RIVETS EACH SIDE AS SHOWN p 1" 0.C. SEE TABLE 2 GL ASS "OR DOOR +- 1/4 -20 MACHINE BOLT & WINGNUT p 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND @ 6" 0.0 FOR PANEL LENGTHS GREATER THAN 104". 1 to ----SEE TABLE 2 NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. © WALL MOUNT DETAIL SCALE : 3" = 1' -0" 7 b� FASTS - NER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5" MAX. DESIGN LOAD= _61.0 P.S.F. m I- I- LL) O BUILD OUT SECTION (TYP. TOP & BOTTOM) SCALE: 3" = 1' - 0" Or.v{nG no 00-380 sheet 4 of 10 ►3 / a6 /o ,t df av ►y L .'smot(D)1 _w r �cOn D cnacw adb 02/12/02 09:53 SEE TABLE 2 GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTIDN "TYPE 1" EXISTING CONCRETE, HOLLOW BLOCK, OR WO FRAMING (SEE ANCHO SCHEDULE BASED ON T OF STRUCTURE) TYP. TOP 3. BOTTOM 1 GLASS OR DOOR CONNECTION TYPE" - EXISTING CONCRETE, 'HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYR. TOP & BOTTOM FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 2" r I EMBED. ANGLE TO WALL DETAIL X 4 O WALL MOUNT SECTION SCALE : 3" = CONT. E FASTEt R, SEE ANCHOR / SCF DUL REFERENCE /X CON4tECT,ION'TYPE 4" F 1/4" MAX. PANEL TO ANGLE DETAIL r x SIDE CLOSURE REQ (SEE PLAN VIEW) 'BUILD - OUT MOUNT SECTION SCALE : 3" = 1' -0" 1/4 -20 MACHINE BOLT S WINGNUT p 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND p 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104". ONT. 414 TEK SCREWS OR 1/4 -20 BOLT AND NUT (E 12" O.C. STAGGERED (TYP. TOP AND BOTTOM) CONT. / ' j 1 ., /-1/6-20 MACCHINE BOLT & WINGNUT (a7 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 101." AND p S" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". 1/4" MAX. 1/4 -20 MACHINE BOLT 3. WINGNUT p 12" 0 C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND C 6" 0.C. FOR PANEL LENGTHS GREATE THAN 104". FASTENER, SEE ANC OR SCHEDULE. REF ERE E CONNECTION'TYPE 3" GLASS OR DOOR EMBED (TYP) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 3" ■ 3OCONT.— GLASS OR DOOR i CONT. CEILING /INSIDE © MOUNT SECTION SCALE : 3" = 1' -0" EDGE DIST DIST 7/ n EDGE DIST SEE TABLE 2 O BUILD -OUT MOUNT SECTION I SCALE: 3" = 1' - 0" SEE TABLE 2 m 4 E J 1/1." MAX, T" i e1 / / �,,— E_ CONCRETE, CR WO F LOW (S CHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP 8. BOTTOM EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE 1/2 CO N' NNECTIO TYPE 2" Appromd 2.s comphing Hith the Florida Bi'dios Code Drett:O,3/2) / 209b NoAND! - l al A•0 NUB cal Dade Frrdocl ComIrol By 11/0 - MAX, 02/12/02 09:53 WALL MOUNT 1/4" MAX : EXISTING STRUCTURE f iDOPTIONAL SEE GENERAL NOTE 7 O1 \ EXISTING STRUCTURE O TRAP MOUNT i Lrax SEEVS.OR�;FF''t} L WIDTH UNLIMITED ,. SPAN SCNEOLE` E 1 , (PERP TO PANEL SPAN) TYP. TOP MOUNT ;;OPTIONAL STE 13AP,t, ON O UTSIDE OF PANEL' SEE GENERAL NOTE - a i r �' OPTIONAL SEE GENERAL / NOTE 7 SECTIONSr- • J L „ r TYPICAL VERTICAL MOUNT ELEVATION N T S (PLAN VIEW i OPTIONAL STEEL BAR ON OUTSIDE OF,PANELS - SEE GENERAL NOTE 7 —r tii 1� -- BOTTOM MOUNT 1 /L" MAX ,L, L EXISTING STRUCTURE � • 1.00" 500' - 1 1 300" 0 625" D (TYPICAL TOP & BOTTOM) IOPT10NAL FASTENER C 12" 0 C . SEE ANCHORS SCHEDULE FOR ANY SEE GENERAL ACCEPTABLE ANCHOR NOTE 7 -7 1 -1/2" J MIN. O'1'J OVERLAP ��/ .4 ALUM ANGLE CLOSURE PIECE/ 1/ 1" x 2" x .125" MIN TO 2" x 5 x 125' ,MAX O TRAP MOUNT ' ' -EMB FACE MOUNT TYPICAL CLOSURE DETAILS (PLAN VIEWS) SCALE 1 -1/2 = 1 -0" EXISTING STRUCTURE '11 r OPTIONAL SEE GENERAL _ _ — -j NOTE 7 PLANT- VIEW' �, 1 I1,3' HORIZONTAL MOUNT ELEVATION NT S. 11 OPTIONAL SEE GENERAL NOTE 17 \ 1 � /AL x 2" x ��O CLOSURE PIECE TO 1 -1/2 ", , i 2" x 5' x .125" M AX MIN / /2j/ / /' /! EXIST :rTG STRUCTURE FASTENER (0 12" 0 C. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR - - - -' SIDE MOUNT-_ BUILD -OUT 1/L MAX (1M:OPTIONAL SEE GENERAL NOTE 7 ; OUTSIDE INSIDE I I 12" O.0 TYP. TYPICAL BAR ATTACHMENT (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED) ApprilNed ii CONFI)in( ICo Florida Bu ing PcLIc l}te 2. z t Miami Dadc Prvdact Coat Divisla 0 W ° • 2 3 c; >I • S - Fr c3 ; ry Z W wz T W • A L o 2 Zw 22 a Q - 2 .c[ 0 0 U) 0 200Z Q3 /06 /OII • ale ci I o y 1,.II(J L I • I V IK 00 - 3 80 l • it 0 0 02/19/02 15:14 125" (TYP) 5.00" MAX. O ANGLE SCALE : 1/4" = 0' -1" ALT. STUD DIREC TION ,I 2.015" 1/6 -20 MACHINE SCREW STUD @ 6" OR 12" O.C. . (TYP) 5.00" MAX, 4a STUDDED ANGLE SCALE : 1/4" = 0' -1" ( 2015" LABEL LOCATIONV �' S37' i 4-093 '' X050" 0 0 LUMINIJM 'HALF STORM PANEL SCALE : 1/4" = 0' -1" 93" TYP. I200 "1 1MAX ANGLE GENERAL NOTES: 1. THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2, POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS. SCALE : 1/4" = 3. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: MADDEN MANUFACTURING COMPANY POMPANO BEACH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 4. STORM PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE MIAMI -DAOE COUNTY PROTOCOLS PA 201, PA 202 AND PA 203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORTS No. 96 -014, 00 -050 AND 01 -027. 5. ALUMINUM STORM PANELS SHALL BE 5052 -1132 OR 3004 -H34 ALUMINUM ALLOY, 0.050" THICKNESS. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 6. ALL FASTENERS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL. OR GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD STRENGTH. 7. FOR INSTALLATIONS 30 FEET OR LESS ABOVE GRADE, AN OPTIONAL 1" x r x 18 GAGE = .. (t= 0,050" MIN.) STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM PROVIDED THAT THE PANEL SPANS USED ARE 104" OR LESS, AND THAT, THE SEPARATION FROM THE GLASS IS 2" OR MORE BUT LESS THAN 3 -3/4 ". STEEL BAR MAY- BE;USED FASTENED -- 18 GAGE If= 0_050" AT PANEL OVERLAPS,-AT MIDSPAN, WITH 1/4 -20 x 4" BOLTS AND DIE CAST ALUMINUM`- MIN.) GALV. STEEL WASHERED WINGNUTS. SEE MINIMUM PANEL SEPARATION FROM GLASS SCHEDULE FOR GRADE 401 REDUCED SEPARATIONS. 8, TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 10.AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS STEEL TUBE & BOLTS ARE PROPERLY INSTALLED WHEN NEEDED". r* 375" =1313 1313" 660" oI .090" (TYP.) 188" r� 2.346" "=HEADD SCALE : 0' -1" 93" TYP. 1/4 -20 MAC INE SCREW STUD (al 6" OR 12" O.C. 2.00"{ STUDDED ANGLE SCALE : 1/4" = 0' -1" 3.375" MAX. .092" (TVP.)i 7a "F" TRACK / BUILD - OUT "F" TRACK SCALE :1/4" = 0' -1" l SCALE :HALF SIZE j 1.00 "j OPTIONAL F 1.520" R I .890 " / 375" -, I .500" X i t t I I 1,090,. u+ II " �v .090'1 SYM. X150" 1'.060" .315" R 3 000" 4-- ° TYP. N J 0 0 0.125' .165" -'" .650 1320" 375" 0 890 "� f 500f II o x`.215 .090" 1 1,8901 STEEL BAR 12 ' C" TRACK (FINISH) 13 "C" TRACK SCALE : HALF SIZE SCALE : HALF SIZE K.1.9 SCALE : HALF SIZE SCALE : 1/4" = 0' -1" r ,095" � jig-. 1/4" - : " �� TYP.) STAINLESS 20 3 /4 STEEL ( STUD (c� "OR12" c in, O.C. ALT. LEG 2.000"4 DIRECTION 6a Z -STUD TRACK SCALE: 3"= 1' -0" ZAMAC WINGNUT SCALE : HALF SIZE Approved odp roopt)iag „ith the florid' Btridio Code - DataDb Ml Dsde Prvdad Cot»cvi - > • d' 4 .090" X150" 4.215" • 2 020"1 250" BUILD- OUT "U" HEADER SCALE: 1 /6" r. 0' -1" o - � • ti-- 125" 1 i 1 4 SQ 1/4 -20 x 3/4" MACHINE SCREW 375" :1313" 1660" 1-.188" O 7 "E" TRACK SCALE : 1/4" = 0' -1" J:=4 X563 "0 20 GA. GALV. STEEL (t= .038 ") GRADE 40 OR 0.050" ALUM ALLOY (3004 H34) KEYHOLE 10 WASHER SCALE : HALF SIZE SQUARE HEAD MACHINE SCREW 14 NT "s 0 O FL L I Pt' 0 h a 0 3 t eiwassiiiiiiii.- 2 V "J. KNEj 1C 1H PFO(ESS�6 L ( NNO1 4UR Of1R