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362 NE 92 St (6)
Owner's Name and Address STATE OF FLORIDA COUNTY OF DADE. Permit No. Disapproved (Signed) } SS. 1 Street and Number where work is to be done APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. T be constructed of Estimated Total cost of improvements S f) - Date �9 / a 19 a e ��`u � ��.�� t/�'t-/ � 6E>4 No ✓ b 2 Street 4/E / (X Registered Architect and/or Engineer '.Name and address of licensed contractor [e)A /L�/e. Location and legal description 11.9t to be built on: rW, /ar/�G Q' Lot �`� �� lock �v Subdivision 3 & i d\ NE p_, / State wor to be done and purpose of building (by floors). state exterior colors (submit samples) L 9 A% � I C ij lit -u Gib-^° New Building Remodeling Addition PA J - 62,4 Zone cubage required Plan Cubage Distance to next nearest building Size cf Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons 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 • (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared 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. Date 1 Read. Sworn to and Subscribed before me. Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date o4.. 4 / nda and for n� purpose. Repairs No. of Stories Kin. .f foundation Roof Covering mount of Permit S �� Notary Public, State of Florida to me well known. My Commission Expires PLANNING BOARD DATE Chairman Member Member Memb er Member Member Council Approved Date Disapproved Date NOTE: A charge of S25.00 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 S25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. M • L 1 J' C'EIA.:L S_c :'NL' HOF SCHED•LE COi•t C1DF: VPE "?" • OBSTRUCTION • r=: ANCHOR 'CK L E C0.11€CCTIO1✓ TYPE ' 500 DETAIL J SEE ANCHDF. SCHEDULE 500 CO�C T.IDH TYPE "E" DETAIL 9 FLOOR PLUG AND MACH/t$ SGR:W ANCHOR 12' 0.G SPECIAL PANEL CONr7CUR4TION BE NEEDED FOR TRAPPED WIDTHS.• PANELS MAY BE ADDED 7O WITH A MAXIMUM ADD -ON OF 3' FASTENED TO PANEL BY THE USE OF /54 POP RIVETS 3/16' TUBULAR RIVETS OR 70 -24 V-IRL1 BOLTS 16' O.C. ANGLE O CORND? PAN' F: 17 MAY VARY 1 1 ) ( ) (13) -1 HEAA=7 or SILL • — -20 TriRU 5 . ' 7 L . 7 „ — [ 1 / .LOG MLR' •- O.C. E •=- -- - E L O -= C3 - CECT1DK T PE ` I `— H or l'! OR OTnER HEADER or SILL REFER TO THAT APPUCATION FOR PROPER CONNECTION TYPE DETAIL 2 CONTINUOUS BLOCKING 2 PIECES FASTEN TOGETHER WITr1 R • /64 LJS OR /8 Tc 'K SCREWS 12' O.C. RETURN PAN. ANGLE TUB= DR. WOOD MUST BE USD) ON Ali BUILD OLJT CO1✓DMONS TD CLOSE OFF ENDS S S4 RE7URN PAN VARIOUS SIZE. • ( .0 .0 i/o X 1 1/2 FAT BAR . . SIL STOOD WITH WINGNUT3 i `;FULL STORM PAN2 (TYP.) SLOTTED MOUNTING Y.OLr MAY B_ LSD !A' CEH7E.? ti . OF PANEL TIP. .FOR ALL SPECML PAN APPU TION5. PLAN VIEWS DETAIL 12 A. B. C D 1 7 5 /B” MAY- DETAIL 6 1 `1 ? c • E , 1-V I n F. :=.3_ Or SILL ) - . 11 —? F * C•`3: sh-•C :•t n''PE "E" HEADEF or SILL M4Y BE INSTALLED IN P.EV•?SE DIRECTION AS IN DETAIL 6 • ' 715 PSF PerIAX§KcYM • ••'`t' PA ..). G T M"r' • E.L•' CO} C ilOP TT 'A' i l TAIL COf'T,t!UOUS BLC'CY.!N_ JL 771 - .; TDGETh.•_r. 14?TH 1,/4 -20 77 RU aoLT 15• LOLK HLIT 6' G.C. LSEC AS 14E4JE: DR SILL nip � � COIWINUOU5 .BLOCKING OR l) 3/16 ANGLE ' BOLTED TDOETN.EP• V.;:rH 1/4 -20 THRU BOLT W4/ LOCK NUT 5' C.C. USED AS HEADER UR SILL DETAIL 1 D HS.ED£r ON TOP SILL ON BOTTOM 1/4-20 x .3/4 KNURLD2 STUDS WTTH WAS.MERED WINGNU73 (TYP.) OR 1/4-20 RIVET WITH 1/4 -20 FLOOR PLUG (n p.). INSIDE CLOSER PAN ASSEMBLY 1/4 -20 BOLT LD✓llUT 050? PAN .B' , 0s1 BO T7CV . 'LL 01€ Etcm sme • HANDLE 1! P._lcr.SE D.:H Dom' OR . �' • F ODR PLUG AND MACHINE � - SCREW ANCHOR 12' 0.0. CON77IIUDUS 8LOCY.ING 3,/16 ANC(_ • 7/4 - MAS'III /E SCREW ANCHOR WI SIDEWALK BOLT OR 1/4" MASONRY SCREW 3" D.C. • . 3; MTN.• EDGE DISTANCE P¢URED • CONCRETE ONLY OPTIONAL USE OF 1/57 ANGLE FOR PURPOSE OF DTDIDINC MALI. MX IMUM GAP BETWEEN STRDM PANEL AND D.LO. SHALL NOT EXCEED 1/4' AS MEWED FROM FRONT VI_lY . V • PANEL NOTCH r, AT BOTTOM TO PASS OVER SNP AND WANCNLJT 11/ SILL (EACH 5102) 1-; H=L== . o- =1. 1 ' 11�- • . SEE :51.'CKOF SCHEDULE CDFL-EC1Dk 11'PE DETAIL 4 Sr ANCKOF, SCK_DUL • V COF EC10NE "A" . , .I � j AR OTh'_r. HE =LDER or Sill .. R 1 1`y 1 1 1 _ __ \: /' L CONTINUOUS WOOD 5LOCKIN�: . V.-RI�US SIZES DETAIL 7 - NO : � � E. ZrT ID 7 :4T APPUf_'477 W PROPER C0N1/cCT13II T: ?E 0•D 41 NOTE:* (j •i;. L•_= r-E 0- II7NC01.1• OR °DOE 2 3/4'M:J: • NOTE* .Off 1 \ s-1 /4-20 x 3/4 KNURLED STUDS I , STORM PANEL . •M4Y BE MOUNrr� RA:ALLY OR h'^1P. Zc !'ALLY WTTri W WINCI ✓UTS 12 1/2' 1 ,-; / I/ ,, /.-.. POEEPT S. MONSOI.M. PE EB- 0006024 PPJI7W E7'GI11E21NG, NC. .. FIC 4CT' STORN, F EZ 1 • •,i• • HORIZONTAL INST.; I <TIOA' L ` 1';', i /O /'./ FO= DETAIL '11 WHEN ANCHORING. TO WOOD, THE WOOD MUST BE A MINIMUM 2 Y. 4 EOUAL TO 1 SOUTHERN PINE. WITH 0.55 SPECIFIC GRIM AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR- SUCL.. ELY AITACh'EP TO FRAMING STRUCTURE VERTICAL INSTALLATION CL Ev4lk_IN SEE ANCHOR SC.ifED COkrrE C i YO t TYPE 3" DETAIL 8 522 ANCHOR SCHEDULE COF&EM -10N TYPE P OR 19 CONT7N000S BLOCKING IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO MTh' STAND- THE ADD!ONgL LOADS AND INSURE PROPER ANCHORAGE. • SHUTTER, SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, M4SONRY OR 1D CONTINUOUS BLOCKING BOLTE TOGETHER W(Th' i/4 -20 T,-RU BOLT Yr/ LO:ti •LIT 12' O.C. D.C. (TYP.) PRODUCT R VZSEU as corap5 ; erg F'ftt fibs Frz**y Bolding Code . Acc;ptance No 01 -1 Z o7 E=piration Date 03/27, 00 i By /; , , Z - -- T�iiami 1�$c Product Control Division . [i o n A E3 j t; 1 <e 443 • • • r. F _ ` G • NOTE* I I ' I 1' l '0)) CO!..D C TOR TYPE "J." \ -\ • 1/ FLOO5i PLLI:3 1171 4-20 BRASS WOOD BUSHING „_s )Er' OR SILL lJ7 WOOD DETAIL 15 I 1 HEADER or 5R1 'L-3 /e' MIN. 1 1/4- 1.(4)f. SEE ANCHOR SCHEDULE CONECT1ON T1 "3" SERVE THRU U WINDOW DETAIL 21 STORM PANEL • NOTE: DE.1.4I. i3 N3Tt ' t7 1 1/4" MAXIMUM r, jL- SEE ANCHOR SCHEDULE COIN CTIOfi TYPE •' HEADER or SILL DETAIL 16 3/5" THRUBOLTS 9 1/2" O.C. • WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. M—'•J;. MAXIMUM PANEL LENGTH 45" WOOD COUNTER, 1 1/4" MAX. THICKNESS COUNTER R MAY BE MADE OF .OTHER MATERIAL SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12" D.C. I � • th DETAIL 17 e ;e1 • • .. 1407-E ,.i:v L 5:.7! • --; • L: ;a �l�t • • I' CDWECTTDN "TYPE "A" • � . ) \♦ ! i CT1ON TYPE 'A` • 1 7 1/4 ` PANEL MATE r +T, MAC HIbiz: SCREW • HEAD MTY 14 -20 SIDEV4LI ?OLT HE•:DER OR SILL SEE ANCHOR. SCHEDULE COf'CT10N TYPE "A" CfL-;C WOOD. COWCP.ETF OR MASONRY ®661 or HEAD? or 51'! • 5TOF M F :4I L SCR_Y/a OR BOLTS TOC•STHER NTH • 1/4-20 THRU BOLT K/ LOCK NUT 12 O.C. CONTINUOUS BLOCK'NC 1/4 • ANGIE 5is'.5 PSF MAXIA - 4 / PANEL FEIGHT 109" MAXIMUM DETAIL 22 ADJUSTABLE HEADER . OR SILL HEADER or SILL ?d0 i e'e' • SEE ANCHOR SCHEDULE COJt' C i ION i YPE "C" • DETAIL 18 1/4 - 20 MASHINE SCREW ANCHOR, WITH SIDEWALK BOLT OR •i /4 " MASONRY SCREW 4" 0.C. 3" MIN. EDGE DISTANCE . POURED CONCRETE ONLY I . . NOTE* - E — I - • • i �..tf .' ice. • 1 ' • . r. . STORM PANEL � t P NOTE* . • AND HEADER or SILL DETAIL 19 NOTE:* , / 2111 i' L ROBERT 3. MONSOUR, PE EB nnnRn SEE ANCHOR SCHEDULE • Co;Cr,CN TYPE "A" DETAIL 14 WHEN ANCHORING TO WOOD, THE WnOn MUST BE A MINIMUM '2 X 4 EQUAL TO /2 SOUTrfE ?,N PINE WITH 0.55 SPECIFIC GR4 • AND STT?UCTUP.ALL Y PART OF T - E ,FRAMING STRUCTURE OR LICUREL ATTACHED TO FRAMING STRUCTURE . • IT SH4LL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND Tr1E ADDITIONAL LOADS AND INSURE PROPER ANCHOPACE. SHUTTER SYSTEM MAY BF INTSALL INTO WOOD, CONCRETE MASONRY. PRODUCT REVISED n compfYixtE vhl2 t Raids Ba idio g Code Acceptance No 0 / - I Z aft; Lion Date I B }• l Ml mi Dstic Product Coutrut p ,..-vvr.7. ; - ! .-.. ,.. -, - -7- .- *; ""; r- , , ...,, i ...... •- , T: r ' vs. . A . .;: 0 , .., n 4 J.; / ..,-:1 ,..1 7 2 1 1.- 1 2 7, ,.... , . _ ,.... . ... -, • i u. / , ..._, .- --', . uu .. .7. - i / - F i 4 7 ,.....) , . , .. 209 g.4 .q .c, •-; .--; A " - 7 1 4 ,../:. / i . i - 7 00 . 75.30 0 c" ._, L.., 81.45 88 11 86. 83 , 82 91..44 • . 78" 24 ca. S t.ht..- USE 59.5 P.S.F. COLUMN AND 124" PANEL SPAN ON ANCHOR SCHEDULE FOR ANCHOR SPACING FOR SPANS OVER 124" I I r-LE) 3/4'DIA. 1111-1 r;CD I I n 1.f:77.4! :71V-7A! ' Er: !/..'2 'TALL i•T;TH::._ 7 1-10R1 P. 1:7" n A . 77 Ch:4F • 3 . 8 i HORIZONTAL BRACE STRAP 1/4-20 STUD WITH WINCNLIT 12 1/2" 0.C. 1/8" X 3/4" FLAT ALUMINUM E4R SIDE WEIV• FRONT DETAIL "E" MAXIMUM GAP BETWEEN F-'ANEZ. AND HEADER IS 1/4" (TYP.) DETAIL 11 FASTENER MUST BE IN NORROW PORTION OF KEY HOLE IF NOT A KEY HOLE WASHER SHOULD BE USED MOUNTING HOLE MAY ALSO BE A 9/16" DL& CIRCLE DETAIL "G" HORIZONTAL BRACE STRAP HEADER AND SIT - EXPLODED ASSEMBLY SO= 1-7=W • PANELS MAY RUN CONTINUOUS BY WIDTH • EITHER HORIZONTALLY OF VERTICALLY 142" MAX. •PANEL HEIGHT NC; FAN .:1 REOUIREO VOLOCITY I ZOWE PANEL DEFLECTION CHAR T • WITHOUT HORIZONTAL S TRAP rcAIVEL HEIGI-IT 1 0 • I PO"- 7 42" 1 WALL /.40Liisrt" • 1 2 5,/" 1 3 7/2" INC/DE MOUNT I 7 5/5" .1 5 1/27 BUILD OUT 1.‘INIMOU DISTANCE BETWEEN CLASS AND PANE D ETA IL 1.3 ON SHE.ET 3 DETAIL 13 ON. SHEET WALL MOUNT ANCHORING RAND- TOP & sorrcu . NO HDR. OR S1LL .125 THMK KEY HOLE WAS h'ER - • • 1/1% " I DEVIL 3,4, c 5 SH: 9 \ \ se v, • 0 0 DETAIL 3,4, .c".- ON SHEET 2 .;; WALL MOUNT • ANCHORING PANEL TOP SOITOU • 1 STUDDED HDR/SILL 1-.1: AND SILL 7YPE MAY VARY. DETAIL 7 ON SHEE7 2 DETAIL 75 ON 57 .3 CLASS // a SILL DETAILS 3.4 AND 8 ON SHEET 2 24 GA tIAXEKLM EfrIPA.CT STEEL STORM P ANEL 7W 5i WALL MOUNT WITH HDR. AND SILL 'PANEL HEIGHT 1 0 I 104"- 1 4 2" I I WALL MOUNT I 2" 1 2 1/4" 1 ,-; " , 2 • VI . 1 BULD OUT 1 2" . 1 .2 1/4" ! • WAWA IM DISTANCE Eie GLASS AND PANEL DEP; ON APP LICAnow DETAJLE 10 ANO 011 SHEET 2 .. " \ I /IZ4DEP TYPICAL SECTION VIEWS L 6 . " .ii 4; r ROBERT • . MONSOUR, PE EB -0 0 0 6024 L4117 INC. • .d: MbX. F A L HE 11.77 F-A NEL S L 0:24 70 All S4 A' HIGH VOLOCITY 1-11.RRICAIE ZONE • PANEL DEFLECTION CHART • WT77-{ HORIZONTAL STRAP DETAILS 5, 7,9, 10 AND 77 ON SHEET 2 BUILD OUT KITH HDR. AND SILL 11 n=TAIL 2 ON SHEET 2 DETAIL 15 ON SHEET ,3 \ \ . \ w'-EP "= ( - 1 (75 , c :" . ... ■.- : 0.. PI • 0 td w U < d C i t : b, 74" • 0 ct, .1 § vi GLASS • By mi and Division - 7/7 LL DETAIL. 4 ON SHEET 2 INSIDE MOUNT 747771 HDR. AND SILL • PRODUCT REVISED ccunplyi or. 'eft th FIcre Belding Code Accvtrace tioSL-) 224 • 07 Expiration Dzte 72 0 4 • n)cl stc Control 1 80. 9Bist 1E796Isr OE; • 1 . ;o:./1 is 01/ 3 ].."3E 'L. ;TS : 1 :E....;- L.Cfq :. YE DE i PPE•:••fil.); : .:• '. TI:)!... - fli : r 7 E E: --.-: ii • .: •:::: 1- 7 1 .::: 7-• .::- :-:• = ;. - • .7....E7 .7.:-.7S r7_77- • - 7..7 S.7:- 7.7.*: '7 --=•:. .::•:,:E : - 7 - •:•:=E :::" -•.-..4E.. - - ::- - - . - :.nii. ; ,.. D 4 I : 1E ::: 1 1:. • : 1 1: 10 13 13 . 16 1' .6 12 12. 1- i ! ::. • C i : ----- - -- ---.. “, i. s. I:, -.:-- 16 1:: 1-6• 12 E.. 13 12 , z i F -.-.-- . 11 9 -.: .12 7 12 12 -;. - i. 1; 1-1. ' , i-2* * ..„. r 15 1: li If: 1: E.. i 12 E. 1: . 1: 1E, 1 7 ‘. 15 i 16 1 . 15 1:: 16 11 - : ! = : ---• 1. 1 l :, rz• . ail:rt.:4. -. -•,.-.. :.1;., 1-c.- 2 . 16 •3 E 13 • . 16 15 tc: 12 12 - 16 . 13 • • 7 13 15 16 13 .5 12 13 _ • • E. •1 12 • E ;2 ;3 16 1.2 6 15 1-.2 16 E 7 1:: :: 1E 9 6 I; 12 16 E it: 12 , 1-5 E 7 . 16 7 _ - P •r_ - 6 7 •z Ez ; 1 :.•* . . 1 ',! - . 0 "L . Szar: r 7 12 • la 16 . . .. .. • '16 6 . 6 11 1 15 7 5 10 11 la 9 1: • .12 1 1 . E . 7. • 11 12 1 6 7 - - .r. 11 1 15 " E 7 €": 14 .. 5 .. .5 .. .E.. • 5• 1 - .-; - 4 6 5 : 15 .. 5 .7. 7. 17 :, z • 6 5 2. I 1 i:• 1.14 Span 15 5 : E• 7 6 ' 14 c : 5 F 5 ... 2 • 4 .. 5 1= • 7 7 E; 14 • 5 • 12 4 . 4 6 5 : -:-:- . ' ' -:•• ' ....,-,.-.-, .,. -7 ' . „.. 2*. s i bt- I; . SS Span -,- c 16 16 15 10 13 . 13 16. • 1' 13 . 15 13 7 ' 13. . 13 : 15 . 12 ' 12 . 13 17: : e' 11 -.3 ; 1:- 12. a • -..-: la 16 16 la 13 1' 13 6 • la : 12 ' :.., 7 13 . 13 :: 13 5 . 1: : 1: : 12 ..13 . 7 ..: . 1 . 3 . ... 13 . ;1 . 6' . la 12. 1 , 5. 12 • 12 2• r imi A ,J: IAE117 ) u ' 1/z - SLEEVE: DRIVE 1 - -73. - MIN. E1 -- i• Sr. Span 2 16 : 13 E. 13 • 13 6 1 1 : , • 13 1 - ,.... 1.1 13 : 11 : 13 1G .. 1? e 11 ' 6 6 .:. 13 . : .. 12.... 5 1 12 - . - .15 .. y . 6 E : .10 ... 5 : 9 4 6 .. 1 1 ■ •10 : E; 11 . . 5 . 10 5 --: cl- 4 4 .. 7 ... ..6 5 7 .. 6 ' 6 -, I 1 1,, - ' • " 11 11 12 - 6 10S Span z 15 : 7 13 : 6 12 i 6 • 6 5 • 10 11 9 : 10 6 • : 9 11 • 5 5 10 . 5 4 9 - 4 : -. 7 . 7 8 5 7 7 13. : 6 " 6 11 : 4 : 4 : 5 10 : 4 : 4 :. 5 5 4 4 .. 9 .: 3 • 4 8 : 3 . 4 7 : 3 :. 4 3 -1 : 3 . . : 3 4 [ • • ' ' I ; i, r 1/4 ZAMAC HAMMER E.,PSVE . 1 sis wt.!. EMBEDMENT 2• 1 1/.. 124 Span 13 : 4 11 : 4 10 : 4 5 4 : 6 : 5 : 5 . 4 •. -• c : 4 : 9 • 3 : 4 8 : 3 : 7 : 3 • 3 4 .: .. 3.. . 4 - 3 4 3 ' • •:-::-.----" _-z... ...,, . ...... --• ' r•-::4-•"±t..Y-Lif-:.-:4 -... ...-. Z:-. •-' :.c.,- ,,-- _,. -; . 2- I 1 1 / 4 "- VARIOUS HEAD TYPES . 0 To,:m: MASONRY SCREWS 112 MIN. EMBEDMENT as Span 3 16 :. 13 16 1 13 16 • : 13 - 13 : .. 15 ... 13; 12 : 13 10 13 16 : 13 : 9 : 13 13 13 ! 16 .. )3 : 7 ...: :I 3 ... 13 1.3 i 16 : 13 . 6 : 13 13 15 16 16 13 : 13 13 : 10 13 : 8 13 13 13 13 i 16 13 :. 15 13 : 14 13 13 13 7 6 5 13 . 13 : 12 13 2' 1 1/4- SS Span 3 16 15 • 16 1 13 1 13 13 : 12 : 13 10' 1 13 8 :• 13 13 i 16 : 13 . i• 14 : . 13 i 13 12 11 10 7 : 6 5 13 13 13 : 13 : 13 13 . • 16 : 11 : 10 16 16 : 9 : 7 13 : 13 i 13 13 : 13 1 12 12 •-.. 13 1 11 6 8 5 6 i 9 5 : 8 4 : 7 10 9 8 . Etig -,---.. •ADr• _ . 114 - 1 2' 1 IP los' Par' 3" 16 16 16 11 10 : 9 10 :.13 _ 8 : 13 .: 7 . 12 13 13 13 !: 12 ..: : 13 : 11 6 6 ' 5 6 5 4 9 8 : 7 10 9 : 8 16 :" 7 : 8 : 9 • 16 : 6 : 7 : 8 16 : 6 : 5 : 7 7 : 11 6 : 10 . 6 ■ 9 4 4 : • 3 5 4 . 3 5 5 ... .... . : 4 4 : 3 2- 1 1 / 4 7 124 Span 3' 15 : 7 16 1 16 6 : 8 : 9 : 7 : 11 : 4 : 5 7 : 8 : 6 ; 10 . : 4 : , 5 : 7 : 6 9 3 : 3 • 5 5 4 4 4 3 - -- '-' . ": -::;:.::::::4:i:::=.':41;+:::::•44-.;. ::= . ' .. . -.•-• -r-I•r:' 2: .72 1 MACHINE 7/3 . Dm. ANCHOR . sa" soan 3- 16 : 13 • 16 : 13 16 : 13. 13 : 13 : 13 - • 13 : 13 :. 13 11 : 13 : 13 16 : 13 • • 16 .: 13 i 16 : 13 9 8 6 .13 13 13 13 13 13 16 16 16 : 13 13 13 13 11 9 13 13 13 13 1 16 13 ! 16 13 ! 14 13 :. 8 13 : 6 13 : 5 13 13 13 13 13 13 . . L 15- 2* 66 Span 3' 16 . 16 16 13 •: 13 13 13 . 13 : 11 : 13 8 : 13 13 i 16 13 : 14 13 .: 13 12 11 10 7 6 5 i 12 : 13 13 13 13 13 16 16 16 13 12 11 11 :. 13 1 13 ■ 13 9 : 13 : 13 ; .12 6 6 5 6 : 5 i 9 : 10 _ ......... ...... a :. 2 /4-2o x 7/s' , 1/2' SCF.EW MIN. EMBEDMENT • 2.5' 2' 105 Span 3 16 .16 16 13 12 11 11 9 7 13 13 13 13 i 13 13 1 1 ,. .... .... 13 ; 11 6 6 • ... . 5 6 5 4 9 8 7 10 9 8 16 8 16 8 • • 16 7 7 10 8 : 10 ' 6 9 7 : 9 4 4 3 4 3 • : 2.5- i 24 span 3. 16 - 8 16 i 3 16 '.: 7 9 : 7 . • 6 : 10 • 9 9 : 11 8 .:. 10 7 :9 4 4 3 5 4 3 5 : 5 : 4 4 - 4 .3 _..-:-:- 7- ....:.:, at; .-:-::- - , ''' ... ..te . ..4 . 23 ' 2' 1; J9*- , ri t: • .0 0 /' PA tif.!1:F7rC ft4r tHr 14;;TES: ( 1. 14* • RDBEkT .§. 024SOITR;: EE--0006024 ' . SPANS AND LOADS S-'HOWN N 11-rS SC-I-EDLLE • ARE FOR DETEri- t'ENEki kl-iCHOR SPAC-NG 01-LY. FOR 'ALLOWABLE SPANS VS. •EYEE LORDS REFER 70 S} = ANL' SH•ALL /T; OF Cf.)4 CTOF,' TO ItrR Thi;• COLibif.)/JESS O. 1,-!E TRW 7E2 w,7 . -7T.-4,',/f) Thir .40E):170NAL LOADS AND 11151.1Rr PROP SR ANCHORAGE. MAY BE IhTS-ALL WOC,f). CONCRETE OR . • PRODUCT R_EYISED :Ls co=p4Ti.n Balding Cods A ctx.-Nanct No 0/ / 22. 4 .07 Expiration Dateca r ro ( 1. , siu d B -/ntro C /6-( o r i 0;1 ; • • kr' 1 ) 1 .:..!:: .:...:- L LI •.•E. rs,=i F L .=: E :.;. :- ..:.,:,; '.. J E.: . r..'' : • ..F- E- E 1 f I= E 7 . c.- : = E ; .:....-..i.: ::-.: -_.7 E.7.:-. : :-` 4 'E:11.: , •:.E7i • ; 7. .7:":•-.7:1 :.:. Z7:: - ."- , E ! ::•7;E:7:.: :;.EL 1 E.0 ;. IF :C:: E . L F • Z • : E -•- E ! C . C C 1 : i. E C 1 2- 6 : , la 1 1 9 - , 3 ;7.-. • . .. . 1E : 12 . 5 . - ,2 13 16 • 1.2 7 1: 1: • 1E : 71 . E 1 ; •1E 11 6' 12 • 17 ; E .=" , .. :- 1 ''" 1". : -4 c = . : - . .. 7. . . . .._ .... .. 15 5 . 7 II 13 : 16 a 7 16 7 5 10 ". 1.: • 7 _ 5 :0 11 --.7 FE" SPan 1 2" i i :-. !: . , . ! ; ."-:- -_ . 6 • 6 5 7 15 E. 7 6 .... : 7 -,..; -4 • E 7 • E . 14 5 . E • 7 E • l■ C • 4 '... • 3 .E • - • E •:- I _ • .. . • : -, -.. . - E . .. .. . ... . . . .. . . .. I 1 4 .7 4 1?•: E_E!..E 4 ;.:..,'•:';" 5.:• i : . . . . . .... ,..- _ .... • _ ' .•.- : ... Ci" Span 1 2' 1 1 1,4 ..., . -..::::- ._ I 5' ... ... ... ... ." ... _. ... 1 I 1 r CE 3" 16 5 14 11 7 : 13 la : 12 .5 : 6 : 12 13 la 7 va 6 12 6 . 7 10 12 • 1i .. 4 . ... : E .... .. .. 7 .... ... . ..;. :- • . - pi 1G 10 E : 12 1" ! 11 : 7 . i .: .. . 1 .. c ; : 1'. 1" :. 1'. :. "--. . ' .S 5 9 : iCi ': 10 c ,-- .. E. ... .. ..... . . -.... . 7 4 . E. . .; ! 9 = 4 : i.• l ' • • I ; /z.• 4 •_EE , 'E:• DRiVE .:.1.1C.,10 F. - 11.112. EMSEDMENT • * • EC Span 2 12 4 E. : 7 : 6 i 10 . 4 4 4 5 12 4 5 : 5 : E.• i : 3 • .: ., ‘. '10. 4 . ._ ' 4 • .•: '. a _ , 4 1 3 12 .; _ , .:, --. ,--, A : 4 ■ ■.: ',./.,-,-_:::::::: 4 e. : -,. Z" 4 4 • 3 4 : 1 . ./ 4- ..", . ;E :-..-..--:-.::::,..,-.:__ 1 7 i : '-'• 105" Scan • :: ..C .. . , ... .......... -Wg " ".÷t:' ,".-:-: . : . I-:-..:•: . a .," 1 : .. I ..... •••.=. I: : ..si • 1/4" 1 41.!1A C HA.i..nutER DSIVE 1 Bra' MIN. EMEEDMEN7 2' 1 1/4' ..÷-. ..... -al:- _.......-:ri-5E::=.::.,....,....-..,_, ;÷c=.:'.1.... -,- 124' Span 31 :i:- :: t.:1 ;.77, ...i.:. ... . ' . . , •7- . -':''''-•:*Ali.:1::;:- . - .-1.;,--f,;-:: . ; .. -;----• . . • ' - ::-.Li..- -'' ..... , .7 . . . . . :-: -:,.::: .... .. .,- ••:::,:-:; -'-' ••'-'' . '=- _- -.- 2' ..... - ... .:::::'::.:: . ., 11- " :.Si..:: .i .... ., : vx.iiiouS 1 ACP "TYPES U --. .li r11 i`:',T_Iiill,Iii.ill ..W.a1;:--=-- 6E" Spar. 3- 16 : 13 11 : 13 13 1 15 : 10 7 13 13 16 : 13 9 : 13 .13 ; 14 : 9 5 13 13 16 :. 13 7 : 13 13 i 12 8 4 : 11 12 . 16 : 11 10 13 :. 13 ; 14 16 : 10 5 13 : 13 I 12 15 : 9 7 12 : 13 : 11 . . . .. . .. 7 6 9 11 2' 6 5 8 9 1 1 4 : ES" Spa n 3 • : 8 9 : 10 9 1 12 .: 4. 15 i 7 i 10 :. 4 16 : I • 9 : : 6 5 4 4 16 : 6 8 11 f 5 6 : 5 1 8 3 5 5 3 3 .u.: 1. 5 3 . 5 15 1 5 : 3 : 3 : 4 kiil , ,,,,- . b.:er H 4:- 1/41 mASONRY SCREWS MIN. EWIEEDM ENT . ..4:4:•..4.-..i.:1.4. _ . . -.:::: , E..:•::-:- . -^........7.:-.;,:::"-.7.•:. 4 ..,:..:•:.....i-: .., . _ ....::::: •:: . ::-.. •.• •-i-f ... 1 24" pan 3" -.7..7,,-..:. ...„ - ---77 .:e- , - - - ,-, .1.ri . ..,:c; .-i-. :7 . Z -, - si. ..... _ ._.. ..... 1 1/4" .. .... . .; ' ,......, . 65 SPan ., ' 16 i 13 12 13 13 i 15 10 7 . 16 : 13 10 13 13 1 14 9 6 • 16 : I .13 13 13 12 13 . 13 13 13 16 • 13 ........ 16 12 .... '13 ' 13'''.:1 14 , 7 . 9 : 11 9 13 13 1 12 6 5 8 : 9 7 13 13 11 5 : i : 8 . I rj - - 2 . 11 12 16 : 11 1/4.20 x 7/E" . 1/2" DIA. MACHINE SCF.EW ANCHOR /3 - MIN. EMEDN1ENi • • S'3" Span 3' 16 : 9 13 11' 1 12 4 11 9 i 11 4 10 8 5 6 5 4 4 16 . '7 8. io 7. 1•11 3. 5 5 : z i 16 i 7 7 9 6 1 9 3 4 4 : '3 16 . : 6 6 I 8 3 3 4 : 3 4. 1588 16 :. 8 6 4 •:. 5 : 5 2" 05 ' Span 3 ''. '-'''.." ........ .: .÷ 25 .....,...... -.. •-• 124' Span .... :.. - C-r• - `, .,- •".. :',....• ::.-1 :-. .: . ..... - • • 2.5' :.r., , • 2' ...:":-7Z,:':.:::::: 7..: .:. . • ; JP L 17 /1 L - - L,/ • . 1 (71 //0 . • • . . . 1 ROBERT 140S.DilTR.. PE. EB - 006024 Prl'iST elicAlc-a-.71H:-. He- SPkNS AND LOADS SHOWN I-4 TrtS SC-!-EDU-E ARE FOR . c NIG AN CH OR SF AC-NC.: OLY. . FOR ALLOWABLE SF- VS. L7>ESI LOADS REF TO Sit= I 4. 11 4L! r EC' JOE:: .•'-7:‘. N•.1"7 ACC. /7 5-24. 7": CD.14.1CipP 7 V=71: 5)R.= TO 1;'/7.-: 77-1"=" //!L CCW: i,. PRODUCT REVISED emptying with the Florida Eakiing Code Acctruaa= Ko 01- 12 2 -4- 07 ErpiratIon Dmte o 14 ,24.-.0-) MiiI Dj:-x(u Control Div-Won c••••••••:;10N:' • • . . _ - - - _ - - - . 1 ::.•E.' • • • t i r• 34::: FL-4T EAR VARIO.L'E DECREE COF.14.E7-: PAN .05C CORNER PAN 1 3 ' • I .C50 UiN 7/8' 1 3/32' 3 7/32' • • • 1 :4 j •' •—• 125 • VARIOUS TYPES OF F-TRACK NOT SHOWN 7/8'1 3/32' 3 7/32'. 1 3/32' 1 I SPECIAL NET PANEL SECTION 3 1/32' 3 7/32' 1 3/32' 7/8' CROSS SECTIONS P• VARIES 57' VAXIMUld • 3:4' 1 - • co E.: /1 I, L.1 • . STUD MAY BE INTALLE3 //: REVERSE DIRECTION TrPIC4L • 7/6' • 2 ' • 1 - F 3H 1/8" MIW j . 2 1/4' 10i L3H 2 ' - ' ...-.... -1 ii• • • 1/8' U114, - • ALL STJOS 5/r TrP. • ALL APPLC477ONS ANG.E5 sTuDDED IN owos 571-VD51) 7 ' SHORTER LEC ONLY L1N`N- • 1/4-20 X 3/4 16 sz•vivt STL KNURLED STUDS 12 1/2" I J ID APPLIC4T7ON5 ON SH.:.= 2 a- .5 ANCHOR MOUNTING H. 7 "- LOCATED ON EITHER HORIZONTAL OFVERT1CAL LEC, • ® AND STUDDED ANGLE DETA IL vs x 1 7/2' FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE C.' 1,1 ••=-" E"..5 : rci- :IL-7 • 7.4 . .7 7A. I 7 :72 •:...7C.0 7 •:r• CT-EP •-=.1 : .ALL TD E AL:Cr sracy 3 2.1 BE: 24 GAUGE STEEL, AS7M 4E12 5 C:RADE E ail:m(2w I/4,1LT • WITI-1 •Q31" MINIMUM 'THICKNESS HOT DIP D.4TEL. Par?: A 1.'.:"Mi:14.1_ Yik777,' o ; 7 ; 77-/. STORM P%/.'D. 5HL. EE JAL i•7777:4LL r OR HORL:0!ITALL /A' ACCORCANCE 7.2 17 DETz./.:4. SP ECIFIC =STONE • PAII=LS M4y SE NOTCH•D OR MITER EC TO ACCOMUDD4 '71 AA' 0 • ANL'Ha-?.ACE OF THE S To CO/.'CRETE O Kf4SOP.:" S.74.4.LL CONSIST or FOLLOWING OR EOUAL wITh mliamum LoAD VLUE sHog.w • 1/4 Dt4. RAWL LoK,/soLT ANch•oF.: ( SLEEVED DRivz ANCHOR ) MIN. TENSILE 1 190 - //IN. sh 7520 - 7 ;/6' MIN EMBED. IN CONCRETE MIN. TENSILE 1200 - SH-7 1 270 - 1 1/8' MIN. EVR:ED. IN ALASOIIR:' • .7 /4-20 S4I11. CALK-I/' ANCHOR ( MAC. SCREW ANCHOR ) VT:4 . 1/4-20 sol_rs Aviv. TEmsgi ; 570 - SHEAR 1750 - 7/8" MIN. EMBED. /A' CONCROF TEISILE 850 - .57 1 340 - 7/B MIN. E//SEO. IN MASO.IVE'Y 7/4 " REM-5&L TAPPER EY 'A WL M-450NRY ECR ,.:TICT. 14.4r7/0L/.5 HEAD rrpEs ) UN. TE.NSILE 1.820 - SHLEA1-:' 1550 - 1 1,/ 2 MEN. EMBED. /A' CONCRE7t.. MIN. 1E7_ siSILE B50 MIA'. .C.L.1- 270 7 1/4 • iVIty'. E .1 /4 " Z4M4 C 114/LIN BY RAWL ( z.c,/c • 1.44/4/,./ER 0..-14TS ) • • MIN. TENSILE 950 - MIN. Si ...7 1 400 - .5/8" MIA'. EMBED. IN CONCRETE MIN. TENSILE 750 — 7 MIN. SHEAR 1320 - 1 1/4 MIN. .EMBED. IN MASONRY ANCHOPAGE TO W00,9 CONSTRUCTION SHALL BE 1/4" STEEL LAGS OR LARGER •w rd 1" MIN. 77-iREAD PENETRATION. 1/4-20 BRASS WOOD BUSHINGS OR 1/4' ELCO PANEL /447Z5 OR MASONRY SCREW WITH I 7/5" MIN. TriREAD PENETRATION. REFER TO SHEDS 5,5 •d: 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMENT'S SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VZ-7RIFY Trir SOUNDNESS or mor • STRUCTURE TO WITHSTAND 71-IE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE EACH PANEL SHALL Ei A PERMANENT LABEL OR STAMP SHOWING METALTECI INC. HIALEAH, FL " DADE COUNTY PRODUCT CONTROL ARPROVED • WARNING TO OWNER OR TE/44AT LOCATED IN EACH HEADER OR O118 PANEL OF EACH OPENING, STA77NG STORM PANELS WILL NOT Or7T.R HURRICANE PROTECT1ON :UNLESS ALL REINFORCING . STRAPS OR Sous- ARE PROPERLY INSTALLED, WHEN RECXR " PERMANENT FASTENER COMPONENTS EMBEDDED ANCHOR BOLTS, THREADED CONES OR METAL SHIELDS, NOT IN USE, MUST BE PROTECTED AGAINST CORROSION, CONTAMINATION AA'D DAMAGE AT ALL 77:18. • • 1 4 ' DI A. • I 1 - L THICK • HOLE - / aW,A ROBERT. S. MON3OUR, PE EB-0.006024 • MTh ENC;INEE.P.ING. • 24 PRODUCT REVISED as tcphn th Floridz Balding Code A ccpn� NkQLJ 07 . EipIraticka pat: 03/7-ay?, 6 By 4 Control • • • Divisioa LU 2 cc ci 17" RC C Cle E:1.i "CI IsF .•C:E-2* !sr D. • 0 - i cm•I, Miami Shores Village � i it zo Auilding Department BUILDING CRITIQ SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: 1305) 795.2204 Fax: (305) 756.8972 Permit No. 03 - ) 3 7# -. Job Name RECEIVED SEP 2003 '7- 2 6 o3 Miami Shorcs Village g Building Department Z1 - 0), .jir,JH O u r , BUILDING CRITIQUE SHEET 4 44 .0 . 1L:_ ∎ 1 / 4 1 '.1 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Te1:j305) 7952204 Fax: (305) 756.8972 Permit No: 63P ( - ) 320 Job Name ' • _44 / Faint-A rt rariP-try as o Miami Shores Village Building Department uh � - F /.me- --,'/ 4A +1,- fl /oi4v j BUILDING CRITIQUE SHEET p ie-t wvit"b .►41 LeFi g ACU F 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: 1305) 7952204 Fax: (305) 756.8972 Permit No. e - 1 370 Job Name As