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BP2002-1754Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. 1. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. 1, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1° Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STA FLORIDA • Y OF MIAMI -DADE ignature of Owner C4/ Print Name Swo o and subscribed before me thisP day r4 SEAL: tary Publi State o Florida (./c Personally known OR, Produced Identification STA OF FLO • IDA, • UNTY OF MIAMI -DADE Signature of Contractor / Qualifier PERMIT APPLICATION Personally know OR, Produced Identification Type of Identification Produced: Type of Identification Produced: CONTRACTOR Name b \A 9 ti. b U /� ialce_c_e_ l License No. C J �^� C c7f9s Q 5 Address Eg go (1 ;sca atvc-e Telephone 3 OS _ 69 — q Z it/, Fax s 2 Z / U Qualifier Name p e\ . m 6- O l-Ce- 'C. -t., PROPERTY OWNER Name gb I A / Address 1..20 N E ? ST M I A' - 4 I S N t? E , i= L 33/38 Home Telephon 5 • ?_S} .• `l 31 g Business Telephone , 6 • 2 C, (3 Fax ARCHITECT New Construction Name Enclosure License No. Alteration Exterior Address e Telephone Alteration Interior Fax Demolish TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other • Add'I Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Master Permit No. Subsidiary Permit No. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. $ubmit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION I Job Address: 120- 92 ST Address Apt. Folio Number /!— 3 A QS -02?-0)310 Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection City D escription of Work Zoning Linear Feet Square Feet Units Floors UdMTue of Work ceco 5RotCeS PERMIT APPLICATION State Zip rVtiA,4 D �- Bldg Value 33 130 Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone :3os - �- 61so (cet(� 0 Pftane: 305-795-2204 Printed: 10/31/2002 Contractor ORSO INC Local Phone: Fees: Description FEE2002 -5768 Notary Fee FEE2002 -6142 Building Fee FEE2002 -6143 CCF r Total Fees: ORSO, INC PH. 305 -751 -2214 8990 BISCAYNE BLVD. MIAMI SHORES, FL 33138 PAY TO THE ORDER OF tlZ i First Union National Bank N ° firstunion.com Org. 003 R/7 067006032 FOR - 11 416 '13Tiliding Permit Applicant: ELLEN J WARGER SEPE Owner: SEPE ELLEN J WARGER JOB ADDRESS: 1207 NE 92 ST Parcel # 1132050270310 Legal Description: Permit Status: Approved Permit Expiration: 4/13/2003 Work: NEW FRONT DOOR AND SHUTTER s %9 Permit Number: BP2002 -1754 Contractor's Address: 11'00 396 711' I:06 7006 21: 2090000 S8060611° BAY LURE PB 44 W25FT OF LOT 19 & ALL LOT 20 BLK 2 Amount $5.00 $120.00 $1.20 $126.20 Construction Value: $1,400.00 -- ._ .... —:c. 41. ...ow ...HI a...... ; +innc Re- inspection -- O Z DATE ale(/: q-C 1 $ FLEXIBLE BUSINESS BANKING 63- 643/670 BRANCH 13093 3967 DOLLARS " m$n. Page 1 of 1 Total Fees: $126.20 Total Receipts: $0.00 cation herefor in strict compliance with all fications that may have been submitted to 5 or if the plans are changed without )onsibility for a thorough knowledge of the that he assumes responsibility for work done ms pertaining thereto and in strict conformity responisibility for all work done by either 7:h?; 3 is f:,•„ � cued • %,, is under the applicable r i 105 The documentation submitted l and rtig!cUttlCns: g °''nlrl, the r , , misted ha:=• he n reriet cd by ;\Ir., i_ ,. ' sr r o i:c ;nst ion an mate rte by the Board of ttulc�; and .; ,r,•t s (BO RA) � � X71 r'ad:. County rr„cluct Control C1i• ;:iou and ac e p{ 1. (BORA to b tad in Nliarli Dade County ' oth c p .chi iEuth<rty IT.ttiYrr;r- ' ;ccir„,{�}� County Liu!. er _ areas where allowed ;,v ,`fir rzlt no"( be valid after the ctipirai ?on ' r d Division Op fvliemi Da i County) r s rtiPratc irto'a,. '� h: Miami-Dade Coma'! Product C��n[r- l C ounty and.'o, the . 1,1 (in, s other than iv.curni Dade County) reserve. the right to have this product or material tasted for quality assurance purposes, if this the accepted use" ` r�clucc ptcd m l r, thus manu1itcrure • w p or material fails to I perform in the ac modify. ill -incur tl`e expense of such testing and :he A:-1 -may immediateiy revoke, or suspend the use of such product Or matt•riah within their jurisdiction. POtZAt reserve to revoke this acceptance, if it is determined b \`. the right material fats to roc. by Miami -Dade (.purity Prodtr't Control Division that this product or t the requirements of the applicable building code, This product is approved as described herein, and has been designed to comply Fvift the High Velocity Hurricane Zone' of the Florida Building Code. DESC:RiP'I'WN: Series 5001 Out - String Decorative Glass Single Light Wood 1..'renci Door .PPi&OVA1, DOCUMENT: Drawing No. 99•')I, tined "FBMA ! FC IA Seri:s SCr +j l Wood Door", sheets I through 3 of 3, prepared, by Mfr,, dated 12/12/99, hearing the. Miami -Dade County Product Control Approvai , tamp v ;iti? the Notice o f Acceptance number and,approv;ii dale by the Miami•Dad:: County Product Control Division. .MMISSILE IMt'AC°T RATING: Nenc LABELING:. Each ,,rnit shall bear a perrtrine:-tt lab with file ' following statement: "Miami-Dade Count p �: �� � ' tnart4fac'.urer's name or lo�(j, city, state and County rjdu •t Control Approved", unless; ethcr,vise noted herein. RENEWAL_ of this NOA shall he considered after ti renewal application has ken tiled and there has been no change in the applicable building cod negativelyefiecting tie performance of this product. l'I= RmINATION of this NOA will oec. ,. .: ., ur alter he expiration date or if there has ht3en a revision or cha:ige in the materials, use, and/or manufacture of the Product or process. ,�:IisusA NOA product, for sales, advertrSinB or iffy .0,, t , 4 1 y this . ,(,t as an Ct?(lOr Failure ; t !)f 2n> product, any section sales, this e NOA s or F - pc.c04 3' °II auain,.,tieutty tcrnhnatc this N'O it b e cause for termination and removal ol.NOA. failure t� c,�mpl.: -- N.D_VTRT ISE41 -E*F- The -fH: — nri niber precede. by tile words Miami -Dade Coup r the expiration date play' be displayed in advei literature. If any portion of the NOA Florida,. and the it s I 1 be done it its entirety. q is displayed, then it shat! INSPTCTIOiY. A copy of this entire Nth.., snail and shall be available for inspection at the job site at be e request of the b the Tm ic i al. urer or its distributors This hfr ;� renews NOA h 99..031 G.01 and, consists of this. . a,� " !3a du,' Official. . The, subrimitted documentation was reviewed by Manuel Perez P ES well its up; rout docume mentioned ab`otie. • ?.1i •\i.1,0A(k_ trl'If..i)I:NG COCA.: c.'t ?ttilPLl., Nl.:F rRilUl,t't• CONTROL Di \ISIc,N - NO'I'ICE M cEP •.ANc'E C'rrndoor, inc. 7190 ('oral Way Miami, I`'L 33155 SC'ork:: 0/014/02 10: =2A P.004 j.! 1 i D,\DI; 140 '.vcS'I' FL•. \�.:I:l:k � ( O', 175.2.401 NOA No 02- 0318.07 Expiration Date; April 16, 2007 .Approval Date: Nlay 07, 2002 Page 1 r :uri •TRt• .C.T. SIJI I'F. 1603 L OR :7:\ 3.i 1 10.1563 ::•.•••■7.11... 1 • - tio.". *VI - ...7!• , • IPC 'P.C.: • a -•:•!:: /•••• - - - . , -1 573 4 r.:;" "3-13: WA. 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') • Tar WC StRIP 3 :C F111 Fi€.1 44C. ▪ irft 71,1; , 1?..."3. • Ti C. F.:7 OF (Tr ! .0 O.:: x i. 5 • 3 7.; • d&17-1 , 1 t 1 & ; • -:. •• • 7 , -.3 .; . - /1 • PE 1 ;‘,..‘:2;) ---• 3: P- CALL \ -I 17: ; \ - l ' •- • 1 • 11.:3 X 1 • • : 1 • e 1 ;I) SC STEM PIPE 3 r_e34 C...7.4 7;4:: .S.r I G I i C 1 . I [• -1W1 r l - C N !--;‘....) • 1: 4 t f--- - 0 12 , 1 4• 11 .X..151CTI - : - I 1 15 1 i 1 • • • •••,- ‘"re' 13 -Sr L.Ski; ir■ n.:•.d.:11_ :rani! E.? 4 D.C. by: 1 Tri ESE Cnii.ri..S MIA.91 OACE. .. 1 .1.:PROvi.. ShUrrER:i. 12/1": T 1 'c" 1r xl_LN :IL Nfl t4p{1 a - 2k4ClE 't•'tr/ I IbU•••" lt.Nt >. {•5: 14 4: arti a' r Y • TYp r> h CL FF.AWC - :..1: I 1 trau ctz. 1 •F6rY_'+x7HP 12 K r%t.CI ` 1l1A icac +5 !L�[ XI ?.WC SAnhf! Poop (SAL ; f;"4. f IS IUlbp f-u:.l'a 1 i1 - • r r ' .. 17 � ) ^9 H-:I:! : o ; 'a)4 -E. 1 IA!! E..!`43E[ ;1-.- 6 I : ME LL: - — • 114" . 6.14,;( ::•:,r• • 1-1.- FIX. 0: P. CC ' ..1 r / \ r 1-N11%4 EMBED} FNT 'JrMJ • NENT. 1 1 ----, -----40____ i / 7- I L: 1 , ----7 . " _I ---..- .•,., e- I L . , . '11. )711 75 j I r.F4 _CC K OR C•Z,NC:kr:E -- 2 k' *.-:•:••,-. .3 - ..,..: : I i' I -.....,,,...- - -1 / 4 -•-.. i LI ------ • _____ ,...c._ 1 LP .-- e j7 I- 1 77- .. li • 4-.2,-. N1ER OR •••••. • _ - r — • 1/4 .' ' --"■-•..... . . 1 - --!...21L-__ •.. . ......_ ......_ • , . . . ..-....,....„...: _._...., 1._...... . • - • ..,) . . :. .. ........ i - . .. . • . LJ °. 7EM • LOC.< R M.A.G. T A; pr-rv.,1•J mn• Wing :te rIz•nti r• - 0:45.•on lit X( Of . 50:41 itAitin7pIP E. MOCC.:F0 r l _artIvir, by: Werrroso Doze: 1 O.cc-Ong _ FSY:A Sill-ES 50". '400D 1 T R C: E E F *-5' Stiies & 1.)p 1/2" Ini.e.:rne.dial.!:: - c - la • 1 _t 11 !_ 11, L I) 1 1.callsos - 1 I 11 • 1 _ • 1 1 . 1 1 I I • LJ 1 r 1 14s4 YOrit. cliscno c• .: J. 1 Cot': i2/12/ Perkla e •pc•Iy•ved • ,• 1, Crn 17 4 -I ------ r7=4 TJ PRPROOUCER First Class Insurance Markel Corp. 392 Minorca Avenue Coral Gables, FI 33134 (H$UREO CO LT R Miami Doors, Inc. P.Q. Box 770235 Miami, FI 33177 MLUhU Li-) 1/11) AUIOMOWLELIABILITY M1 AMY AUIU ALL Owu OALITQS SCHPO,o en auTUS 1111110 AUTOS NOJI<TNI. u AUTOS TYPE OF INSURANCE OANERAL LIAsRI tY COMArtnCtAL CEto€t . u4ORII Y J GIArLIE MADE.. I OIGVR OWNER'S 1 CDNTHACTOR'S PIIU' GARAGE L'AUILIIT ANY AUl O LACES/ LIAl1R111 UMBRELLA EDR11 OTHER TWAtI utaIRELM EO YA WORKERS COHPEt19ATION AND 1MP.OYER1' IIA61LIT' T11E PROPHIELOP, 1 wet. PARTNERS/EXECUTNE OPEICERSARC }( ~, E %CL OYH£R D11CRIP110M OP OPERATIOMy :OCA11064 11 CMS Villages of Miami Shores 10200 Biscayne Blvd. Miam4, Florida 33138 ACORD 25•S I1J95)_1 ' • '. '. alII.111 3011 000 $3'00;000 POLICY 1161/IU &I 0324302 00567901600 l THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. CAM'' ?AN1ES AFFORDING COVERAGE commis Indian Harbor A LR AIPAJJY American International Group, Inc. a GGAIPAI•Y C COMPANY D 11.'3' /04;'0= 1O:30A P.003 VYifSl t�,//bw.�11:�'..Ni : :.IMW�.1� ::. �:1.. ','.���..'1... _: _t.. ._. :!:._. :�Vtw i HIV w. n�. i:. fiL u {.Y� Fi1.1 :1�,t:t1� 'M•' r THIS IS TO CERTIFY TIIAT THE POLICIES OF INSURANCE USI ED WiLUW IAA SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY I'tEOU(N.MEN TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIPtCATE MAY 8C IS$LILO OR .uAY PERTAIN, TIIC INSURANCE AFFOROt:D LW THE PL7 iCL'S UESCNIL'CO HEREIN t5 SUSJEC TO ALL THE IERmS, EXCLUSIONS ANC) CONDITIOH8 OF wort Pou?Ic . Luu1$ 6110wH MAY ItAVE UEEN REDut.t:U EY PAID CLAIMS. 1 PUNGT 1PFCGt 1VE DATE (MANOD,Yyt 3/22/02 of ANY AUt /CH:Li POLICY EXPIRATION DA Ttt IMWOWYY) 3/22/03 4/15/02 4/15/03 PROPERTY0MAAGE AUTO Otwl • EA ACC IOENf OT HHEf11,1NJ AUTO WN T. FAC11 ACCIOENT r Anr,nreATF tA4fl_ OCCUNNCNG1 A40REr.At1 + , A v e sreirr — R H. llaatl IAIT,ti L },LF FCkI AYX'JJIPtJI LL DISEASE • PULICT LIMIT I?l OISFASE - FA EMPLOYEE �6?J_!��!T�. i .��i.�r,:'�;,f.�_,,; ;t.; .,,. ;r :....._A..:;r��r�:�.; i ,. r� �•Tl; ,. ,� art 1� r��. , .11L ��f', Q. e• ypl; Er t;, dT >_41:13�d1���&L�,!L��i:i:.a.,� a �,t�:+� L SHOUL6 ANY O} JHE AOOVE OESCR11E0 POLICIES DE CANCELLED BEFORE THE EAPIRAtION DATE THEREOF. THE ISS,N0 COMPANY waL ENO2AVOR TO Mql 30 OATS WRITTEN t.OTCC• TO THE CERTIFICATE I1DL0 &R NAM &O 10 TH1 LEFT, OUT FALL/RE TO 11A1; SUCH NOTICE SHALI 4.41405E NU OOLICA TION OR LIABILIrY IRO UPBhVIE C.OJAPAItt, ITS AUENT9 Olt NL' PNisERTATIVES. PRktiEhfTbI1V8 \ LIMITS 513 . gn66TE PMeuULITS • CGA,P,GP AGO PEItSONAL 6 AEA/ IN,URT EACH OCCUnRENCE t1 ' 300,000 PUTT OAIAALIQ IA+q Una 1u a, $ 8 0,00 0 140 l;1tP (Any ow G+ +SII+ 3 1/10 CC+41) Ul,IIT $ 000i0 41 A10 Y (1•c• yor son? 000:LY ITJJI111Y a (, 666.1,a 111 Nu -1111a3 f Ti nn 000 4_500,0110_ 6100,000 .IJI •OACOa CORPORATION'1986 - . • _ \I-DADE ',.:OUNTs1 BUILDING CODE COMPLIANCE OFFICE 140 W, FLAGLEF ST., $.1.UTE 1602 • MIAMI, FL 31.1.10 f3(5) 37627 BUSINESS CERTIFICATE OF COMPETENCY EXPIRES [N 09/30/2004 MIAMI DOORS INC C.C. NO.. 9413500c.75 0.A.: VIDAL IDG B S.S. NO.: 594-12-8545 w 1 0 2 f•IIAMI•DADP. COUNTY Butismc. (;0[)E cf)tori: 'AKE OFFICE mo w. FLAGLEN ST., SUITE 16c2 MIAMI, H. 33130 17.06) 375-2527 PERSONAL UJ CERTIFICATE OF ELIGIBILITY f EXPIRES ON 09/30/2004 =. VIDAL ZOO B SS,1: 594-12-8545 Certificate Not Valid For Contracting 10/04/02 10:SOA P.002 CONTRACTOR TRADE: BUILD/N SPECIALTY CATEGONY(S) 000R STORE F1 &AA1 )1 --- 5 c i - gr;57t7)6/674171yrnAT D - 6777 — muFYING AriENT AA-) blur strPERVIM 1:W1"W ' 4414C;l:/tirR O I " A". lA V F IN - Nr..ret.tri .v.tn 041,4■Nry Ss FRANCMCO OtliNTANA, R A. TRADE: BUILDING SPf:CIALT CATECOI DOUR STORE FIX - C18I >, Sitylentre. of Certificate Holder • FRANCISCO QUINTANA, R.A. ctirifityin3 1:1,ar1 .1 r h. r lat. 0 © "h" HEADER scar : s/r - r 47.1 I --- 2.125 CONCRETE ArrCHORS (sec* scHrocag ls.JT r (TOTAL 1270164 11.000' (ET7 rc11VM wVm• 3.875 Q PANEL sr-at p 1- • CONCRETE ANCHORS (SEE SCt EDULQ 0 3" Max. "U" BUILD OUT scar : .V8 - . r 4 4 � t Mtn. 4.471 • Z'125--1 o M 7 ® "F" TRACK SCALE : 3/C' - r R IOT 1 4' / S. S. 971!0 7Q ANGLE 1 • SPACINGS SHOin( In. 1 Za7p' --i J KM' -Jar .190" ® "U" HEADER sacs :.yr - r b t h � b ° • AGTE1bwTE .095 ? I Etc 1.0C471017\_ I -- I. --1 07 REVERSED' "F' ANGLE TRACK SC.LC :J /r .:' 2.123' 0 HALF PANEL scar : J/1f - r L ' .osT ._I _1 .1675 1_5 . DETAIL 1: snit; w>6 whyr, NUT 3" ANGLE BUILD OUT BRACKET s&c.r . /r - r ® " F' TRACK ANGLE 3c4Lt :J /1' - 1 tv L GENERAL NOTES: L smog PANEL f64S 8027 govt N Accorcr CC wax of ow CO1JN17. int tram OF DE SOWN fROR m AWING G CODE . BASH: i/AO .9 Lao ALL SI AC o TCR.A7.[D AS PO? SCtTOA 6 Cr ASCC 7-6d. 11th f f 10 ALY.A. STOW PANELS AMMO' FOR ArPACr Aro FATCOE resisc K.E NLs sax ram) N A coavA cr socro s Zits & IJr4 RCSPCCrawLr of DE mow Aromor ED cape AS pal AAERiCN TEST W REPORT / :02201 -94. Z ALL ALL4&'rUV WET ML AM[LS S1AtL raw 3071 -K72 ALLdr QA .100•-•674 Audi: Z ALL ALLIAWW QI7WUSarei 9MLL OE 6063 -7i ALLOY areas O1 RISE Noma 4` ALL SCREWS TD llE SINNLESS STEEL 304 Q R 313 SMES S axis 7D 8E 2014 -T• AU. M?i ALLOT. Gambino Olt STAINLESS sea. MIN 36 hi Ammar nELO paw. a ANCHORS IU rcia 9nvL at AS roams: (UNLESS moans( ? Tat) W TD DE6Ta4 POURED CONCRETE - :/4 :. Woos s Al eNCRS AS isvapc oicr or L1 W. •RWSET OR EtCO rou6Tras. - r/t . car op-orP moots (8CA7?64 SlU0 =GGNL AS I N TACTLRLD sr TRU -FAST CORFOR 704.. - : /4' • R M. ZMNC SMLM AlCrOeS AS :NNti/)C1t$CD OP INC J6uk ace Gn4i�1 O I.C. - r /i• • z 7/Lr RARE CALK-IN MANORS OR ELCO mote't fame' . 'P. P CLAM1E AS rArtrAC7URCD or rHC RAAt PLUG COloomY ANa aco .mVITRKS RESP(CAKLT. A :). aMNLAV DecouQ.T MD P0r.1PED •GtiNCRCM Of 7APCOV ANCHORS .a r 1/4': /OR. RAW'. 2AmAC NNW tS 1 J/6'; • FOR (LCD RY4UfM715 5 t 7/6'. me fat Cr TAP -CRP MOORS d 1 t /4•. .t2) 7/r *Art CYA: -N maims 9tALL 6C &mar EL@EDOCV F'RO Tic MARCO ccacerrc NO 078CDMWT N1D S71.Ct0 s44LL 6E PCtbeTT[A 1 /4 0 -20 CMS USED SiLRL or i 1/t LOO wormy SPOLLO STUCCO eaST. MW 1 MINOA.V FOR HALLS MTH NO SIT=E=. A.J) N ccr 1)647 PItELt3T SID'C P*L AST COMCRC7E PANEL& 09 PATERS L1C f0La0 tPr 174E co TiAC 14(L 09 rum A.Oo9S St$KL Or LCNC crown ro POOR DF •ANOI - A ST £TUCL WOO SUCH MACS AICKRAGE St64U 9E AS i.U'CAMT Q1 Nora A r) a •AS). (8) 'To D1STVi0 ccrotEir moat rock • - r /4' • UPCON M.OIORS AS Aw&FACTURED 61 Lrlf. ameser OR £LEER 6C 571 . - ,r /4' • Or DP -CRaP AtOO4 (884716I STUO -CON). As ANNWAcMKD Or DRF -FAsr commAf70K - 1/4. • RML ZAM4C MGM MOMS AS 70M.FACTURCO 8Y 71fE RA$L PLUG COWAN mi. - 1/4 • i 7/3 RMf CALK -N AACNCRS 0R 600 Armes t Fwnal. • PA?EIAKIL - AS M.WLfACRf4A7 l E RAM. PUG co. AW acL1 *cosmos. krsPEC1MLY. NOTES 8.1) MMINAI LWOW? Or ZYNXIV AAOCK2 RAM. 7/Mc 74 aco P1MCu lLS No CT w- ane. NM THE CCANC LETS Ecooc cur SF 4U 8E 1 1/4 82) 7/Lr RAtrc GILx -N .ve i rs 90U 6c cwrour C7O8LLCtia NM I?C OaNOLtTC &vac (941 :.H7. AO EILBELtE T 4.70 SILOZO SHALL 6E POWTE0 1/4' t -20 SCREWS USED 944 LL 6E 1 1/2 WAG UIMWN 9f0U0 STUCCO (1451 ARO 1'. WORM PM was MIN 640 Sfl.V02 as) 94 CASE 16417 moor S1 E as PRECAST Ct>ACRE7r P1A.C.s 8C iwwro opt or ensn rG HALL memos PW.L of u rrG OWIA%Ir 10 REACH De[ MADI S7RUCn.Rt WAND su7l PANELS. ANCHORAGE STLALL 8C AS rocATED 01F Ja0$Y 34 6.1) r 8.j) ABOVE (c) AAchoss s>a u =army Att or 164E REL�au�va/xays NM srtwxwlxra 7. PRAXES LAY ALSO 8E 1NWALED NORIl0NTALLY FOLLOwLNC WSTALLATOON DETAILS Smoot1 ON SCC170NS i IMO 8 (S4EI12 • J Ora awn* nee PEACE'S 2. J t • s64LL• Nor et LLSm 6. 11 SHALL BC MC 41=PONSItu T c r mE CCNIRAC1a9 i0 1ER.r ihlC. S1)J406 ss Cr INC STRVCflAfC WE'RE 9MTTE4 Q 10 EIC AMOCO 10 14SU6C PR09 AACNORACC 7745 9IUT1at SNAIL mix ac ATTACHED To CONCRETE BLOCK OR A000 FRAME TAALDWG& 9. S7omm' MWI ICWROt - '' LABEL SHALL OE PiACsv AT EOM/ OF EACH PANEL LABEZ S#64U RENO AS fCLLOwS EASTERN METAL SLPPLY. I.0 LAKE 1rOR1)L 110804 DALE CaLlrr PA000CT CONDwx APPROSEW. PRODUCT RENEWED ACCEPTANCE No. 0 0 - 602 . U( 1 . TJoN DATE O 7 too3 lr -.125 B PRODUC CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE S.OXF 2" x 5" (Max.) x .125" ANGLE sr4a : 3/r - :• APPRO'IEO AS COMPLYING V('TN THE SOUTH FLORIDA UUILDI r CGf1E DATE _ . 00 'I 9 8 PFUIeticl CONT ..l D • In SU( OUT; CODE CUUMPt ..(.CE UtFIC t ACCEPTANCE NO 1 D " 1 'i STORM PANEL TYPICAL ELEVATION NO SECTION A -A A LL • 1' 2,000 -- 1 ® STUDDED ANGLE • 60b3 ■I3 /Am ALLOY =if 3/i - r P/43e- t ILIEcoNC. \ TTLLIT JESTINIJ ! EVC10rEER11M0 COMPANY CM NI. JOdLZ. SSa 311. 300004 OWO+S. At 3,)104 Maus. : 0171)471 far : pOS)I1r - I$J1 WALTER A 11101T In P. E FLORIN L». , 44167 0.050" BERTHA STORM PANEL . EASTERN METAL SUPPLY, INC . • 1600 23.d. A.a sourm LN2 wows 11. .1.3431-.1.74T -- aD •-212 OUT Milt r r 4 anarno. DADE COUNTY AS stow SCALE 7/7/66 0415 98 - 17; DRAWING Me .SHEET 1 Or '. J EASTERN METAL SUPPLY, INC. QUALITY SHAPES IN ALUMINUM Sincerely, FLORIDA 3600 23rd Ave. South Lake Worth, FL 33461 800 432 2204 Fax 561 588 4780 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Building Official: We are the Dade County Notice of Acceptance holder for the .050" Bertha Rolled Aluminum Storm Panels under number 00- 0602.04 This letter authorizes to use our .050" Bertha Rolled Aluminum Storm Panels approved under number 00- 0602.04 at the following job: .9 _1!xQ U,vt�tctn� Gene Buschmann S ecretary/Treasurer Eastern Metal Supply, Inc. NORTH CAROLINA 2925 Creek Blvd. . Charlotte, NC 28216 800 343 8154 Fax 704 391 2267 www.easternmetal.com or Greg Weekes Vice President Eastern Metal Supply, Inc. 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. TEXAS 9400 Telge Road Houston, TX 77095 800 996 6061 Fax 281 656 2297 MISSOURI 4750 EarthCity Expressway Earth City, MO 63045. 888 822 6061 Fax 314 344 3349 emsfl as worldnet.att.net • Date: October 30, 2002 Contractor: Job: Wind Load Calculation For Components And Cladding On Buildings Below 60' Height Under ASCE 7 -98 FLORIDA BUILDING CODE Building Mean Roof Height 15.00 Feet Minimum Width 50.00 Feet Roof Slope Roof Slope > = 10 Degrees Basic Wind Speed 146 MPH (Fig. 6 -1 ASCE- 7 -98) Exposure C (A,B,C,D- Reference: Section 6.5.6.) 9.5 900 Building Type Enclosed (Enclosed,Open,Partially Enclosed — Reference : Section 6.5.9.) Kd — Table 6 -6 Kz — Table 6 -5 Kh- Table 6 -5 Kzt- Fig. 6 -2 — Section 6.5.7 Velocity Pressure (qz) Velocity Pressure (qh) Tributary Area 10 Gcpi (Int. Pressure) Gcpi (Ext.Pressure) Fig 6 -5A Walls (h < =60') Wind Load Psf Zone 4 Zone 5 End Zone (a) James Rodgers, DPA.,P.E. Consulting Engineer 4101 SW 139`" Ave. Miramar,F1. 33027 P.E. NO. 7504 Willard Shutter Co. 4420 NW 35 Court, Miami, Fl. 33142 Orso Construction 1207 N.E. 92 Street ft2 0.55 -0.55 Zone 4( +) 1.00 Zone 5( +) 1.00 Positive 71.8 71.8 60 inches 1.00 0.85 0.85 1.00 46.32 P.S.F. 46.32 P.S.F. cx Zg Reference: Table 6 -7 Zone 4 ( -) -1.10 Zone 5 ( -) -1.40 Noatation: (a) 1 o% of the least dimension or 0.4 of mean roof height, wh• Also (a) must not be less than either 4% of the least dimension or 3 fe,, Roof Slope Reduction Factor 1.00 qz= 0.00256.kz.kzt.kd.V 2.1 qh= 0.00256.kh.kzt.kd.V 2.1 Negative -76.4 -90.3 Zone 5 for units located less than 60" fonn,b) jlding corners eteor—islinSila OCT 302b2 a MIAMI -DADS. COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 . MIAMI. FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 MIAMI - 1 Eastern Metal Supply,'Inc. 3600 23rd Ave., South Lake Worth FL 33461 Your application for Product Approval of: 0.050" Bertha Aluminum Storm Panel Shatter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) ;under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 00-0602.04 Expires:08 /07/2003 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 08/17/2000 Internet mail address: postmaster @buildingcodeonliae.com CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Iiomepage: http : / /www.buildingcodeoaline.com APPROVED EXPIRES B' Eastern Metal Supply, Inc. ACCEPTANCE No. : • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 08/07/2003 1. SCOPE This renews the Notice of Acceptance No. 98- 0817.16, 'which was issued on October 8, 1998. I approves an Aluminum Storm Panel Shutter, as described in Section 2 of this Notice of Acceptance. designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. :for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. • 2. PRODUCT DESCRIPTION This Aluminum Storm shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -172, titled " 0.050" Bertha Storm Panel ", prepared by Tilteco, Inc., dated July 7, 1998, last revision #1 dated July 7, 1998, sheets 1 through 8 of 8, signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance numbers and approval dates by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS - All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. . INSTALLATION This Aluminum Storm Panel Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 00- 0602.04 AUG 1 7 2000 Helmy •'' akar, P.E. - Product Control Examiner Product Control Division 2of3 Eastern Metal Supply, Inc. ACCEPTANCE No.: 00- 0602.04 APPROVED AUG 1 7 2000 EXPIRES 08/07/2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance.► 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a: Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 3 of 3 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the . expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. A copy of this Acceptance as well as approved drawings and other documents, where it 'applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to•comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. . END OF THIS ACCEPTANCE Helmy A. akar, P.E. - Product Control Examiner Product Control Division POURED J OR CONCRETE BLOCK WALL RE01!1RED SECTION 1 SECTION 0 ANCHOR I 0 -20 2 J /4° 6fXTS W/ c _S 7/8' r 3/32• w J 1 O. cG Cont. • SECTION 0 STUD WALL MOUNTING INSTALLATION SCALE . 3/8' = J' : DETAIL OF SECTION • SNO VALID ALSO FOR WALL WOUN77NG INSTALLATION - SECTION 2 (SDP) WALL MOUNTING INSTALLATION SECTION 2 E • O � Cone SCALE . 3/8' = I' E 0. o EDGE DISTANCE' (SEE SCHEDULE ON SHEETS S • 6 Of 8) (SEE coin C 1 - / / / / / / / / / /// PO! /RED --// CONCRETE OR CONCRETE BLOCK IY.4LL REOURZED CONCRETE ANCHC 5 (SEE SCHEDULE) NOTE FOR COMBINATION of SECTIONS : WALL/FLOOR/CEIUNG MOWING SECTIONS CAN BE COMBINED IN ANY W.4Y TO SUIT ANY INSTALLATION. ' FOR arm. � r .TO GLASS OF WINDOW OR S G 0. BUILD• OUT INSTALLATION SECTION 3 SCALE : 3/6° - ,- 1//4 / -2Q r .3/4* BOLTS IY/ 7/8' x 3/32' WING NUT • 12 0. C. Cont. PRODUCT RENEWED ACCEPTANCE No. Do — 6 0 2 • o Si- EXPIRATiON DATE c g / 07 /LOG 3 By RO N PRO CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE BUILD OUT INSTALLATION SECTION 4 SCALE : 3/8' - J° APPROVED AS COMPLYING THE SOUTH FIr7A BUILDING CODE DAT 91:8_ BY BY 4- PRODUCT COM WV! S - ON BUILDING CONE COMM.. ANC orF ACCEPTANCI FAR X9 1 = DADE CoUwrr /mT TTE 16. \ MUT TEx1WG t DIGINEER040 CO1PANY 0.717 M.E. JOIN 2- SG. 217. %MIN C'. OS FL SUN Mow : aO6)1171- 1330. ra : 004011_1s,77 W4L1ER A. TL[JT Jr. P. E. FLORIN Lc. / 44167 0.050 BERTHA STORAI PANEL M► at EASTERN METAL SUPPLY, INC . 34c9 IJ.d, b.. Scum LAX 4Th. FL .17441 MR. 1 4 OLD M 7/7/14 AS SNOWY : Star( 7/7/94 oArr 98 172 • MANJNO No sHECY 2 Of CONCRETE' ANCHORS 4 (SCE SCHEDULE) \ o POURED V CONCRETE \ REQUIRED "n'\"" F POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) d (SEE SCHEDULE) FOR MINIMUM SEPARATION 'S' TO CLASS OF WIt0OW OR S. G D. ALTERNATE LEG LOCATION 7/4 'I -20x J/4' TS W/ 7 /8r J /J2' WINC NUT o lro.C' Cont. 1' Min. Cont. 1/4' 0-20 S. S. AL4CH/NC BOLT W/ NUT do WASHER o if 0. C. \ .. 1" f LfxO.--1 O Con(. BUILD OUT INSTALLATION — SECTION 5 SCALE : .vg Cont. ( 0 A 0 -20 S. S. 144C14NE BOLT W/ NUT & WASHER o it o. c. POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) \ \ \ \ \ \ \ \ \ \ \ \ \\ (SEE SCHEDULE) - -J FOR MIMUUII SEPARAI VN "S" TO ( CLASS OF WINDOW 01? S. C. D. (SEE SCHEDULE) ConL 1 POURED CONCRETE REQUIRED \ 1/4' 0-20 1 J /4' BOLTS W/ / x 3 /12 WINO NUT • Ir 0. C. oi l v �i l h A } ////////)/////Vi////7//// CONCRETE ANCHORS D. CEILING & FLOOR MOUNTING INSTALLATION — SECTION 6 SCALE : 3/8' - t E. D. - EDGE DISTANCE (SEE EET tt. 6 OF 10 NOTE FOR COUe1N 11ON OF SECTIONS : WALL /FLOOR /CEIUNG AIOUN77NG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. v A CONcR£TE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED — ' i I \\N\\\C-41 \ ALTERNATE LEG LOCATION Con 1/4' I -20 x J/4 BOLTS W/ 7/8" x J /J2 M7N1G NU( • rr o. c. •r (SEE SC FOR UINI41UM SEPARATION 'S" TO CLASS OF WINDOW i OR S. C. 0. 1/4' 0 -20 x J /4' BOUT 7/8" x 3 /3r WING NUT • rr o.C. 1 "4 CONCRETE ANCHORS (SEE SCHEDULE) / POURED CONCRETE) REQUIRED CEILING & FLO INSTALLATION SCALE : 3/8' W/ onL C D. E O. OR MOUNTING — SECTION 7 / IL ECOINc.\ =IT TESTING & ENCINCENNG COilPA.NY earl M. W. J1 \ A_ Si& 217. WOW% CAROMS n. JJ106 Pho..r (WNW - ISX . rte. (JR7)EYI - ISJI WALTER A. TILLIT ✓r. P. £ RAWL CALK- r? OR ELCO (no lo (.mole PANEL mATE OR cf LAP -CRP . (SEE SCH£DULC) POURED CONCRETE OR CONCRETE BLOCK WALL REOURED (SET: SCHEDULE) FOR LPENUN SEPARATION "5 TD GLASS OF WINDOW ORSC 0. //)///f//// POURED CONCRETE OR CONCRETE BLOCK WILL RLOUY?ED Ar RAW. CALK-4N OR ELCO mole 16mo/e PANELMa 01? CF TAP -CROP (Sir SCHEDULE) WALL MOUNTING INSTALLATION (D. M.) — SECTION 8 PRODUCT RENEWED ACCEPTANCE No. OU — 0 6 0Z • 0 (.- EXPIRATION DATE 08/07 zoo? PRO CONTROL DIVISION BU11DLN CODE COMPLIANCE OFFICE 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC .3600 l rcL Ave. SDUM /MX KIRIAL n .33461 -1247 WY. lb J[iCaPROI OLD SO SIT Jill 7/7/p8 • APPROVED AS COMPLYING WITH THE SOUTH FL RIGA BUILDING CODE DATE G 4lo _ Q •8 I99.. BY j PRODUCT CON 11 JI DIV :i BUILDING GOOF. COL1 °l.nt.CE OFFICE ACCEPTANCE NOS S.. Qail • 1 o RSOii'n7�° MR SCALE : 3/8" - I° DADE COUNTY AS Std SCALE 7/7/98 DATE 98 — 172 DRAMINC fort! 1 nf'R LLAx/LMUM DESIGN PRESSURE RAZING W (p.s.f.) Llor. PANE1 LETCI}1 L (n) (SSE SECTIONS) WAWA/ SEPARATION TO GLASS APPLC4BLE TO SECTIONS / ct ANY COMBINATION OF THEN +65.0, -77.0 8' -0 OR LESS 2 1/4 1 THRU 8 +65.0, _ -77.0 >8' -0" TO 9' -O" .3 11/16"" 1 THRU 8 +62.0, -73.3 >9' -0' TO 10' -0' 3 7 /8" 2, 6, 7 & 8 CUT PANEL 2 x 4 x .125" 3105 -1414 OR 6063 -76 ALLOY Cont. Alum. ANGLE CASE A (Plan) SCALE: 1/4' = f' 2' x 3" x .093' 3105 H -14 OR 6063 —T6 ALLOY Cont. Alum. ANGLE WITH ANCHORS 0 12 - 0. C. .. 1/4' GAP CASE D (Plan) SCALE: 1/4" = 1" POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED coNCR£TE ANCHORS O17' O.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED CONCRETE OR CONCRETE BLOCK MALL REQUIRED 1/4' 0 BOLT 0 2r 0. c. W /.L4CJOJUT CASE B (Plan) SCALE: 1/4" = 1' END CLOSURES DETAILS 4' x 4' x .072' 3105 —H14 OR 6063 —T6 ALLOY ConL Num. AF LE WAL7L71 A. T1LLR Jr. P. C FlORlA4 Lic. 44167 POURED CONCRETE OR conic TE BLOCK 140kLL RE OUR( 0 2.500' Mn. CONCRETE ANCHORS 2. • 1r o. c Yin. 2" r 2' x .055" TO r x S r .055' Cont. Num. ANGLE OR .080' 310.5 -11154 SHEET L4L'TAL Alum. BENT PLATE MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE PRODUCT RENEWED ACCEPTANCE No. —o 60 04- -EXPIRATION DATE o a/07 / 2003 o3 ,Q PRO CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE /1 � TTLLJT TESTING t ENGINEERING COMPANY 6513 N. Jet SL. Six. 71. vwCVa4 o44DOd n. JJ166 Pea. c /JQSy171 -ISD . fer : (JWJ671 -1531 WI. Po 1.000 CASE C (Plan) SCALE' 1/4" = 1' APPROVED AS COMPLYING IViTH THE SOUTH FL RIM BU!L0ING CODE _ ob-ot 0S I5i DATEJQL BY PRODUCT CONTkOC 01V:S ON BUH.D;NG CODE OFFICE ACrrNN: NC'i.7 $ -0811 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC .7600 23.0. Awe. SUUM LAW WORM /l 33461 -3247 rrsnnwr aD 16 -511 ALTERNATE LEC LOCATION 7/7/126 S. mno,rrp. MR CADE COUNTY SHCLT 4 01' AS SHOWN SCALE 7/7/98 A4 TL 98 — 172 DRAWING Mo 0 . 1/s" I • f LONG LAG SCREWS 0 6" 0. C W/ 1 27 /u' min. PEtiE'TR4TION TO DUSTING 11000 HE40ER. W000 HEADER REC(JIRED (SEE S FOR A6n. SEPARATION TO EXISTING CLASS OF WINDOW OR S. c 0. Cont. _ ALTERNATIVE 8 t /4" • r 1 /2" LAG SCREWS O6 ALTERNATIVE 9 • ALTERNATE LEG LOCATION 1/4" R -20 S. S BOLTS • it 0. C .. 0/ NUT ac WASHER r.1.,.It ,.. .� 3: i Cont. 0 W tri ti 0 1/4' •-20 x J 4 BOLTS w � • iraC. Y Min. 1' Min. - 1/4' I -20 S S. BOLTS 0 if 0. C. W/ NUT & WASHER. NEW P. T. 2 x 6' Cont. W /(2) I /s' • x 5 LAC SCREWS O EACH STUD (M1DWID1H OF STUD. r £6n. NOMINAL) AND W/ r Ain. PENETRATION INTO EXISTING Slim WALL MOUNTING SECTIONS A NOTE FOR COMBINATION OF SECTIONS: FLOOR/ WALL/ CEIUNC MOUNTING SECTIONS C4N BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. WIXI0 HEADER REQUIRED SCHEDULE) FOR AI 1. SEPARATION TO COSTING GLOSS OF WINDOW ORS. G. O. "�T r INSTALLATIONS SCALE : 1 /4' - 1' .41 2 0. R r .6J4" LONG BRASS . ea9+ra: w/ 1/4' . • - 20 x / SAS. W 5. • tro. c. fOR SPANS UP TO 5' -9" AND O 6' a 0 FOR SPANS UP 10 9•-0" Mar. OR t /4' I -20 ELCO mal. /hmat. PAN£LAN1E • 12' 0. C. W/ 1 8" Arn. PENETRATION FOR SPAN UP TO 9 -0". 0 m • J10WA01H OF PLATE 413 0. 0. x 674' LONG BRASS BUSHNG W/ 1/4 0 -20 x rS.SS.ALS. 012' 0 C FOR SANS UP TO .5"-9" AND 6' 0. C FOR SPANS LP TO 9' -0' Max. OR 1/4 e -20 ELCO mote/'cnd FANEUW1E o 12' 0. C W/ 1 7/8' Min PENE7RATIO V FOR SPANS LP 117 9"-0". 1/4' 0 x 1 1/2' LAG SCREWS O 4' 0. C. -(SEE SCHEME). FOR Min. SEPARATION 'r TO EXLSTWG GLASS OF WINDOW OR S. G. 0. ConL W000 TRUSSES OR RAFTER 0 24" 0. C REOUIREO 1/4' 0 r 2 1/7 LAG SC REW .O • 6 W tn A r< ALTERNATIVE 1 NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR DESIGN WWO LOADS UP TO +65 -72.0 psi AND PANELS LENGTHS UP TO 9' -0'. 2. NEW r x 6" P. T. TO BE SOUTHERN PINE No. Z SURFACED DRY WITH 19 M. M. 0. W/ SPECIFIC DENSITY OF 0.55. J FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN . • PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NEW 2" x 6' P. r Cont. WOOD PLATE W� 5/16' • x 6 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREW AT NI:WROTH OF EXISTING 7N000 NOMINAL NOW) W/ r 1.6n. PENETRATION. 3 1/4' 0-20 x i/ 6' z3/ 2 WIG NUT 0 12' 0. C rX r1" w'000 DECK NO FINISH ALLOWED) ��. 14E TRUSSES OR RAFTER O 24" O. C REQUIRED , .SC10- 14 x a 6-a6 - (SEE SCICO FOR SEPARA110N S TO GLASS M?YOOW ORSG0. Cont. La E17 t. 1 /4' I x 2 1/7' LAG SCREW • 60.0. Cont. 1/4" • -20 x • s' BOLTS W/ rArsc MIT • 3/37 12" 0.0 ALTERNATIVE 2 PRODUCT RENEWED E ALTERNATIVE 10 ACCEPTANCE Na Q o- o Z• o 4 EXPIRATION DATE 08 o 2003 CEILING & FLOOR MOUNTING INSTALLATIONS BY ,(, SEC TIONS B SC4LE : 1 /l' - 1» R ' CODE CO CONTR OL DN1SION . . • BUILDINQ P I+MPIIANCE OFD INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 0.050" BERTHA STORM PANEL EASTER'S( METAL SUPPLY, . INC .3600 7.7rd. .9,. SOWN • LAKE *DRD( R 11461 -~1747 7CC•Pgd ors 7. - 111 111[ 7/7/11 I1L O. DISConnrr Mrt< / IL ECo INC =IT TESTING 0 O OINI RING C0 0 4.WY 6�s! MI .722. 2. S1•. 214 %Mgr" PAG0G. a SPIV hrr• : /205$71 -13.4. f•.: (X34 WALTER A. WALT Jr. P. E: :maim t / 44167 1 4"x 1/8' Mn (606 f -15) Alum. ZUBE W/ (2) 5/t6' 17c 4" O EACH JaST. LOCATE SCREW al AT ADOWAD7H OF p OBS - BNC W000 o MEMBER (2' tan. z MMANAL MOTH) W w/ T Alin. ` P3ETRATION. to 2 2' • e' W000 CECx a REQUIRED . NO FINISH 3 ALLOWEO) 7 1. I w000 TRUSSES OR RAM? O 24' 0. C. REQUIRED Cont. 11000 TRUSSES OR RAFTER • 24' 0. L. REQUIRED S.SS • 6' 0. C. C On t. 1 -(S£E SCJIEDU FOR Mel. SEPARATION 70 EXISTING GLASS OF WIDOW ORS CO. SOU111 DATE_ BY PRODUCT CON 5/16" I x 1 1/2' LAG SCREWS 04 ' 0 C ALTERNATIVE 3 •ALTERNATIVE: 4 NEW Tx6" r. Cont. 14V00 PLATE W / ( 2 )5/16'0 , s6�' LAG SCREWS TO GACT1 RATER OR LOG4TE SCREM' AT • MIDw10RI OF ' OUTING W000 MEMBER (2' Min. NOARN41. mono PENETRA11oN. x 4' x t /[T _ MFr1. (606.3-15) Ahwn. TUBE W/ (2)5�16" FAG SC WS ro EACH JOIST. LOCATE SCREW AT 4001470/71 OF EXISTWC W00 MEMBER (2" .6n. MMINAL WIDTH) W/ 2' MM. PENETRATION. APP ?QVlO AS COMPLYING WITH TI1C LQRIDA BUILDING CODE �T• 0_B 193% •D!NrS ON BUILDING CODECOIAPL1'NCE OfF 4CCEPrANCENO1& »0St1 `fl. -DARE COUNTY AS sNovin SCALE 7/7/98 • 98 - 172 DRAWIHe No 5- G or 6 FOR Min. SEPARATION TO EXISTING CLASS OF WINDOW OR S. a D. a WOOD HEADER REOUIRED (sEr saccomE) MR Min. SEPARATION TO EXISTING GLASS OF wiNDow OR .0 G. D. ALTERNATIVE 1 ALTERNATIVE 2 TERNA TIVE 3 • ye, • f talc LAG SCREWS 0 6 0. C. W/ 27/Jr Min. PENETRATION 70 EXISTING w000 WEADER. 7/5. • • 3/32 WING NUT EVERY STUO 0 fr o. c ve x r LAG SCREWS 0 6 0. C. W/ I 77/3r kr" PENETRATION 0 =WIDTH OF PLATE. 7/8" J/3r WIG NUT 0 EVERY STUD 0 If o. C. Cont. Con Cont. A 1/4 • r .r L4G SCREWS 0 8 0. 0. W/ I 27/32" I.En. PENETRATION 0 AMMO! OF PLATE. 1V00/3 NEADEYI REQUIRED -(SEE SCHEOULC)-- FOR Min. SEPARATION M COSTING CLASS OF WINDOW OR S. G. P. • .s 7 vr LAG SCREWS 0 6 0. C. NEW P. r. r 4 (i4,.) cont ve • • .5 LONG LAG MR'S • 6 0. C W 1 27/32 16n. PENE7RATION TO EXISTO.G WOOD HEADER. (1z .g A 144 0 0 7/8 • x 3/32' WING NUT 0 NWT STUD 0 12 0. C. ConL NEW P. T. 2" 6 Cont. W/ (2) 1/4o x 5 LAG =Errs 0 E401 57U0 (MI0W10174 CF S7Z1D, r Ann. NOMINAL) AND W/ t Ain. PENETRATION INTO EOSIN° SVC. ALTERNATIVE 4 NOTE FOR COMBINATION OF SECTIONS: WALL MOUNTING SECTIONS C401 BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION r • r r .125 (Min.) Mum wee w/ 7/4' • • • Lac TAG SCROrS 0 6 0. C. 27/32' PO47RAI10N TO EXISTING 1W300 HEADER. F I \_ . 3 ( R SII- AO'n. SEPARATION OF WINDOW TO EXISTING GLASS W000 READER REOUIRED -A, • • 1 Cant 0 a /14 x .3/4" S. S. M. S. 0 6 0. C. NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR OF-SIGN WIND LOADS UP TO 4.65.0. -720 psf AND PANEL'S LENGTHS UP TO . Z NEW 2" x 6 P. T. TO 8E SOUTHERN PINE No. . Z. SURFACED DRY WM 19 x M. C. W/ SPECIFIC warn- OF 0.55. .3. FOR NEW W000 FRAAIE CONSTRUCT7ON: W000 MEMSERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. 7/8 • x 3/32 WING NUT • •EVERY 517.10 • lr 0. C. Cont. 0 r • e • .725 (Alin.) -506J-T5 Akan. TUBE (Cont.) (2) 1/4 x r 1AG SCREWS • o EACH STUO (410141001 srtto,.r Vim NOADIML) AND W/ r Arm. PENETRATION INTO EXISTING 311.10. ALTERNATIVE 5 ‘. WALL MOUNTING INSTALLATIONS SECTIONS A • SCALE : ve - • : : I4010 HEADER REOLARED (SEE SCHEDULE)--e FOR Min. SEPARATION TO COSTING GLASS OF . WIDOW OR S. G. D. i - v4.0.1vz. LAC scalis 0 6' O. C. FLORIDA Lk. 1 44167 _ i • • 1/4" r f LONG LAC SCREWS • raa br/ 1 27/3r Ars% PENETRATION TO CaS73.0 11VO0 HEADER. % Cont. 0 7/8 • r 3/32" wII4G NUT 0 Er STUD 0 It ci. C. Cont. 1/4' 0-20 S. S. BOLTS • Ir 0. C. W/ NUT tt WASHER Coal' NEW P. T. 2 x r cont. rr/ (2) V4r • r 5 LAG SCREWS O EACH SITA7 (14101010TH OF smo, r NOMINAL) • W/ r &on. PENETRATION RIM EXISTING swo. INSTALLATION DETAILS -ON EXISTING WOOD BUILDINGS • • WOO NEAOER REOuTATO (SEE SCHEDucE) FOR Min. SEPARATION TO 0:15704 CLASS oF RTHOOw OR S. 0. O. T/4" • LONG LAG SCREWS 0 6•• G. 0. w/ 1 27/..T2' Wm. PENETROTON r0 COSITivo iro00 NEWER ConL Cont. • 7/r .17 • 3/32 WING Nur 0 EVERY STUD 0 12 0. C. t/4• 0 x •5' LAC SCREWS 0 6 0. C. W/ 1 27/Jr Min. PENETRATION • MOIMOTH OF PLATE ALTERNATIVE 6 PRODUCT RENEW/Ifi RNATIVE 7 ACCEPTANCE No.0 0 - 0 . 6 o z.. a 41- Ea/RATION DATE 0 2/3 7 tooTAPPROVED AS COMPLYMG Wall TIIE BY # 19ve( BUILDING CODE COMPLIANCE OFFICE7 uAT pex F1.OR 4 OUILDINO CODE 0 _ 1 c PRO CONTROL DIVISION PRODUCT CORT DIViS.Ori • MUM CODE COMPLIANCE 01.1)CE AGM tANCE NO. - I DADE COUNTY IILIECO INC. 17LUT TESTING h'ExorNtrnma COMPANY 613,3 04.14 ..10:n. 2.. Ma. 211. unarm CAstIors fl J.1155 : 405)17,-I5ID . : 6105.071- WALTER A TILLJT Jr. P. C 0.050" BERTHA STORM PANEL . EASTERN METAL SUPPLY, INC Moo ZJAI. Atm. SOWN • LAKE WO071. FL .1.3441-1747 SCSIVIPAIDM AM Mb sagooma. (110 lArt NIL 41, Itt AS' SNOwN • SCALE 7/7/ - • DATE 98 - 17.; DRAWVIO No IJAxftlUM DESIGN LOAD W (p.s.t) MAXIMUM ANCHORS SPACING FOR C D. - j I/r •• TAPCON /Z/AG4C NM[JN/ PANEL3uTE5 APPLICABLE 10 SECTIONS j a ANY COMB>/VATION OF TNE1.I IUU PANEL LEIJG1N 't' (k.) ENG TAPCONS RAM. Zi4MAC NA1UN .75 RAJ4. C4LX -w 2 1/2' CF TAP -GRIP .50 PANEL TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE ro A/A.SONRY m CONCRETE TO MASONRY 10 CONCRETE TO bi4SONRY +65.0, -77.0 6" N/A 3" N/A 6" N/A 3 1/2" N/A 2 1/2" N/A 1 (TOP) 9' -0" OR LESS 12" 7' 11" 8" 12" 10" 12" 6 1/2" 9 1/2" 9 1/2" 1 (BOTTOM) 12" N/A 71 N/A 12" N/A 12 N/A 9 1/2" Nj/A 2 (TOP) 12 7" 11" 6" 12 10" 12' 6 1/2" 9 1/2" 9 1/2 2 (BOTTOM) 12" N/A 11" N/A 12" N/A 12 N/A 9 1/2" N/A 3 (TOP) 12" 7" 17 " 8" 12" 10" 12" 6 1/2" 9 1/2" 9 1/2 3 (80170x1) 12' N / A 1 1 " N/A 12" N/A 12" N/A 9 1/2 N/A 4 (TOP) 12" 7 ". 11" 8" 12" 10" 12" 6 1/2" 9 1/2" 9 1/2" 4 (BOTTOM) 12" N/A 11 N/A 12" N/A 12" N/A 9 1/2" N/A 5 (TOP) 12" 5 1/2" 9 1/2" 6 1 /2" 12" 8" 10" 3" 7 1/2" 7 1/2" 5 (BOTTOM) 9 1/2" N/A 6 1/2" N/A 10" N/A 7" N/A 5' N/A 6 (TOP /BOTTOM) 8 1/2" N/A 5 7/2" N/A 8 1/2 N/A 6" N/A 4 1/2" N/A 7 (TOP /BOTTOM) N/A N/A N/A N/A 12" 6" 12" 6" 6" 6" 8 (TOP /BOTTOM) + 62.0, -73.3 6' N/A 6" N/A 6" N/A 6" N/A 6" N/A 2 (TOP) 9' -0" ro 10' -,0" 6" 6' 6" 6" 6" 6" 6" 6" 6' 6" 2 ( BOTTON) 6" N/A 6" N/A 6" N/A 6" N/A 5" N/A 6 (TOP /BOTTOLI) 6 N/A 5" N/A 6" N/A 5 1/2" N/A 4" N/A 7 (TOP /807TOM) N/A N/A x • . N/A N/A 6" 6' 6" 6" 6" 6" 8 (TOP /BOTTOM) ACTUAL E. D. FACTOR TAPCON /Z/AG4C NM[JN/ PANEL3uTE5 Wit GLK-IN CF T. P -GRIP 3° .86 .75 1.00 2 1/2' .71 .50 .80 2" .50 - - IILIEC0INc. 1 TTLLfT TESTING & OfOiNrCRVNG COMPANY 059J W. Jab. Si A.. I17. 10412+44 Cvn'OG !L .U;06 (J05)871 -15.7 tow : (.05)671 -15.1 W4LTER A. TILT Jr. P. E. E. 0. = EDGE DISTANCE PRODUCT RENEWED ACCETIANCE No. OO -0 (j 07..041. EXPIRATION DATE ° 7 2001 BY / �..fi..r .e.l PRO S •;TTROL DIVISION BUILDING CODE COMPLIANCE OFFICE /6CM70r >n A f I CXD /0 -JSt • APPROVED AS COMPLYHd= WITH THE SOUTH FL iIDA BUILDING CODE DATE 5. 06 2/■-_O BY _gAz-±t-e,„9 PRODUCE CON100 DIV S 0 •. BUILDING CODE COMI'I ANCE DIFIC/ ACCEPTANCE NO. 2° 40 ' 1 6 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC 3600 13.1 AN. SOUTH LAAT WORTH. R 33461 -.3247 MR 7/7/90 l a I DADE COUNTY AS SHOWN SCALE' 7/06. 98 - 172 DRAWING No SHE£' 6 Of 8 MAXIMUM DESIGN PRESSURE RATING "W' (p.s. f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES * ** * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO W000 FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2". REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE 6Y THE FOLLOWING FACTORS. (Min. E O. FOR RAWL CALX -IN ANCHORS & ELCO PANELMATE IS 2 1/2 "). 21 AD / 1 4.4 1 MAXMLIN DESIGN LOAD W (p.s.f.) MAxOIUM ANCHORS SPACING FOR E. 0. - 3 1/2' ,.• APPLICABLE TO .SFCJ10N5 B COMBINATION OF THEM MAXIMUM PANEL LENGTH `L' (ft-) TAPCONS RAwL ZAKAC NNLIN RAWL CALK -w CF TAP -GRIP PAW TES TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY +55.0, I -65,0 8" N/A 4' N/A 8" N/A 5" N/A 3 1/2" N/A 1 (TOP) 9'-0' OR LESS 12" 8" 12" 10" 12" 17 12" 8" 11" 11" 1 (BOTTOM) 17" N/A 12" N/A 12" N/A 12' N/A 11" N/A 2 (TOP) 12" 8" 17" 10 12" 17 12 8" 11" 11" 2 (BOTTOM) 17 N/A 17 N/A 12" N/A 12" N/A 11" N/A 3 (TOP) 17 8' 17 10" 12" 17 12" 8" 11" 11" J (80170/1) 12" N/A 1T N/A 12" N/A 12" N/A 11" N/A 4 (TOP) 12" 8" 12" 10" 12" 12' 12" 8" 11 11" 4 (BOTTOM) 17 N/A 12" N/A 12" N/A 12' N/A 11" N/A 5 (TOP) 17 8 12" 10 12" 12" 12 8" 11" 1 1" 5 (BOTTOM) 11 1/2" N/A 7 1/7 N/A 12' N/A 8 1/2" N/A 6' N/A 6 (TOP /BOTTOM) 10" N/A 6 1/2" N/A . 1 0 1/2" N/A 7" N/A 5" • N /A 7 (TOP /BOTTOM) N/A N/A N/A N/A 12" 17 12" 6" 6" 6' 8 (TOP /BOTTOM) +55.0, -65.0 6' N/A 6" N/A 6" N/A 6' N/A 6" N/A 2 (TOP) 9' -0" TO 10' -0" 6" 6' 6" 6" 6` 6" 6" 6" 6' 6" 2 (BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 5 1/7" N/A 6 (TOP /80170M) 6" N/A 5 1/2" N/A 6" N/A 6" N/A 4 1/7 N/A 7 (TOP /BOTTOM) N/A 7 N/A N/ A N/A 6" - 6"- 6' 6 6" - 6' 8- (TOP /BOTTOM) ACTUAL E. D. FACTOR rAPCON /ZAF 45C NAIL/N/ PANELLU TES R M. CALK-41V Cr TAP -CRP 3 .86 .75 1.00 2 1/2' .71 .50 .80 2" .50 - - ** MAXIMUM DESIGN PRESSURE RATING "W " (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO *000 FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE FOR E. D. LESS THAN 3 1/2". REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Alin. E. D. FOR R4WL CALK-IN ANCHORS & ELCO PANELMATE IS 2 1/2"). By WI• TY'o • TH. n. •1 - o c E. D. = EDGE OLSTANC£ PRODUCT RENEWED ACCEPTANCE No. O 0 - O 602- O(k- EXPIRATION DATE 0 /o 7/2--1703 _ : • .L . /. PRO 4 r ; "" 7 CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE BY -4 APPROVED AS COMPLYING WITH THE SOUTH FI RIDA BUILDING CODE DATE. 1 omD a- 9 cla /I PEGDUCT CONIR D7V:S'ON 811.. D t. CC1i)[ COM1'I.:ANCE OFF E C .�ccr:1 : :r: ::n 4.8 -OB I'l • 1 0 DADE COUNTY ' IILIECO IN c. TILLJT TCST1l/G & DIGINCtRING COWPANY 6775 KW.. JOG: SL St» 217. ll00 4 G.tC0O6 it 11166 Pm*.: i.05J671 -lib 7n : (J05)171 -1511 • 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC 3600 1.M Awe. salmi LA+ft room n. JJ461 -J747 Art IbI As SHOWN semi •1P M 04Tr 98 — 172 ORANINL Ao Eastern Metal Supply. Inc. ACCEPTANCE No.: 00- 0602.04 APPROVED : AUG 1 7 2000 EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. . END OF THIS ACCEPTANCE 3 of 08/07/2003 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance.) 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and 'granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a: Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the . expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents,- where it'applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to •comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Helmy A. akar, P.E. - Product Control Examiner Product Control Division Eastern Metal Supply, Inc. 2 of 3 ACCEPTANCE No. : APPROVED EXPIRES • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE This renews the Notice of Acceptance No. 98- 0817.16, 'which was issued on October 8, 1998. I approves an Aluminum Storm Panel Shutter, as described in Section 2 of this Notice of Acceptance . designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. 'for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum Storm shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -172, titled " 0.050" Bertha Storm Panel ", prepared by Tilteco, Inc., dated July 7, I998, last revision #1 dated July 7, 1998, sheets 1 through 8 of 8, signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance numbers and approval dates by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. . INSTALLATION This Aluminum Storm Panel Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy Product Control Division 00- 0602.04 AUG 1 7 2000 08/07/2003 akar, P.E. - Product Control Examiner 4. MIANII -DADE. COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 . MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE - (305) 375 -2901 FAX (305) 375 -2908 MIAMI- DE 1 NIB Eastern Metal Supply,'Inc. 3600 23rd Ave., South Lake Worth FL 33461 Your application for Product Approval of: 0.050" Bertha Aluminum Storm Panel Shatter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO);under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0602.04 Expires:08 /07/2003 Approved: 08/17/2000 Internet mail address: postmaster @buildingcodeonline.com CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908• PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Date: October 30, 2002 James Rodgers, DPA.,P.E. Consulting Engineer 4101 SW 139`" Ave. Miramar,Fl. 33027 P.E. NO. 7504 Contractor: Willard Shutter Co. 4420 NW 35 Court, Miami, Fl. 33142 Job: Orso Construction 1207 N.E. 92 Street Wind Load Calculation For Components And Cladding On Buildings Below 60' Height Under ASCE 7 -98 FLORIDA BUILDING CODE Building Mean Roof Height 15.00 Feet Minimum Width 50.00 Feet Roof Slope Basic Wind Speed 146 MPH (Fig. 6 -1 ASCE- 7 -98) Exposure C cx Zg (A,B,C,D- Reference. Section 6.5.6.) 9.5 900 Building Type Enclosed (Enclosed,Open,Partially Enclosed — Reference : Section 6.5.9.) Kd — Table 6 -6 1.00 Kz — Table 6 -5 0.85 Kh- Table 6 -5 0.85 Kzt- Fig. 6 -2 — Section 6.5.7 1.00 Velocity Pressure (qz) Velocity Pressure (qh) Roof Slope > = 10 Degrees Roof Slope Reduction Factor 1.00 46.32 P.S.F. 46.32 P.S.F. Tributary Area 10 ft2 Gcpi (Int. Pressure) 0.55 -0.55 Reference: Table 6 -7 Gcpi (Ext.Pressure) Zone 4( +) 1.00 Zone 4 ( -) -1.10 Fig 6 -5A Walls (h < =60') Zone 5( +) 1.00 Zone 5 ( -) -1.40 Wind Load Psf Positive Negative Zone 4 71.8 -76.4 Zone 5 71.8 -90.3 qz= 0.00256.kz.kzt.kd.V 2.1 qh= 0.00256.kh.kzt.kd.V 2.1 End Zone (a) 60 inches Zone 5 for units located less an 60" form bull corners Noatation: (a) lo% of the least dimension or 0.4 of mean roof height, which r is"sm r. Also (a) must not be less than either 4% of the least dimension or 3 feet. 0.0 Cd r' '" 7 EASTERN METAL SUPPLY, INC. QUALITY SHAPES IN ALUMINUM Dear Building Official: This letter authorizes to use our .050" Bertha Rolled Aluminum Storm Panels approved under number 00- 0602.04 at the following job: Sincerely,. FLORIDA 3600 23rd Ave. South Lake Worth, FL 33461 800 432 2204 Fax 561 588 4780 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM We are the Dade County Notice of Acceptance holder for the .050" Bertha Rolled Aluminum Storm Panels under number 00- 0602.04 ��a Gene Buschman Secretary/Treasurer Eastern Metal Supply, Inc. NORTH CAROLINA 2925 Stewart Creek Blvd. .. . Charlotte, NC 28216 800 343 8154 Fax 704 391 2267 www.easternmetal.com or Greg Weekes Vice President Eastern Metal Supply, Inc. 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. TEXAS 9400 Telge Road - Houston, TX 77095 800 996 6061 Fax 281 656 2297 ri ssoUR1 4750 Earth•City Expressway Earth City, M0 63045 888 822 6061 Fax 314 344 3349 emsfl(a.worldnet.att.net WOOD HEADER REQUIRED (SEE FOR Ain. SEPARATION TO Exrsrwc CLASS OF WINDOW OR S G D. ALTERNATIVE 8 t /s' • r 1 /r LAC SCREWS • 6' O. C. ALTERNATIVE 9 1/4' • v S LO LAG SCRE S • 6 0. C. w/ 1 27/Or Ain. PENETRATION TO EXISTING 1417O0 HEADER. Cont. 1/4' o -20 S S. BOLTS 0 12' 0. C . . - A'/ NUT dr WASHER Ain. } . ALTERNATE LEG • LOCATION Cont. ConL } 1/4' 0 -20 x e ye BOLTS w WING /fix • 12 0C. r 1' Min. . 1/4' 0-20 S S BOLTS 0 12' 0. a W/ NUT & WASHER. NEW P. T. 2' x C Cont. w /(2) 1 /4" • x 5 LAC SCREWS • EACH STUD (M/DWIDTH OF STUD, 2' Ain. 1i U1NAL) AND W/ r AGn. PENETRATION LNTD EXISTING STUD. WALL MOUNTING SECTIONS A NOTE FOR COMBINATION OF SECTIONS: FLOOR/ WALL/ CEIUNC MOUNT1NC SEC77ONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. • WOOD HEADER REQUIRED SCHEDULE) TVA Ain. SEPARATION TO EXISTING GLASS OF ATNDOW ORS G. 0. INSTALLATIONS SCALE : 1/4' - ,• ssr 0. 0. r .6J4 LONG BRASS 6USrrrrk; w/ 1 /4- . • -20 x ✓ s.s.s. 5.trac FOR SPANS UP TO 5' -9' AND O 6' 0. C FOR SPANS UP TO 9'-0' Mar. OR T /4' 0-20 ELCO moixL hmal• PANELMATE O Tr 0. a w/ t 7/8' u,. PENETRATION FOR SPAN UP TO 9• -Q 0 O A40W TH OF PLATE -- 433" 0. 0. x 6.34'• LONG BRASS 9 usuoc w/ 1/4' • - 20 x ✓ S.S. LS 012' 0. FOR SPANS LP 70 - APE • r 0. C. FOR SPANS UP Max. OR 1/4' • -20 ELCO mole /fe ole PANELANTE • rr 0_ a W/ 1 7/8" Min. PO E7RATVN FOR SPANS UP TO 9.O". 1/4' • x 1 1/2' LAG SCAM • 4'0.a -(SEE SCHEDULE) FOR lirn. SEPARATION 'S' TD COSTING GLASS OF WINDOW OR S C D. *000 TRUSSES OR RAILER O 24' a G ROWED ALTERNATIVE 1 PRODUCT RENEWED ALTERNATIVE 10 AccErrANCE N..00_ 6 oz. 0 !, i 4' 1' • TON DATE. 0 8 PR..* CONTROL DIVISION ammo CODE COMPLIANCE OFFICE 0 ConL NOTES: 1. INSTALEAT70NS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65,4 -72.0 pa AND PANELS LENGTHS UP 70 9' -0'. 2. NEW 2- x 6' P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 R Al. M. C. W/ SPECIFIC DENSITY OF 0.55. 3 FOR NEW I V00 FRAME CONSTRUCTION :: W000 MEMBERS TO BE SOUTHERN - PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 1/4' • x 2 1/2" 1.10 SCREW .O • 6' 0. C NEW rr6'P. T. �) S/16" 311700 PLATE 6 LAG SCREWS TO EACH RAFTER OR TRAISS LOG47E SCREW' AT MIDWV7H OF EXISTING 11000 MDJBER (2' Ain. (NOMINAL m0174) W / r L6n+. PENETRATION. 1/4' • -20 x J/4" 80LTS w/ f/s" x JIM" � WING NUT • 12'0.0 r x 6' *000 DECK (NO rush' ALLOWED) 1M00 TWt/SSET OR RAFTER O j4' 0. C. REQUIRED .500' r4xJ4 S. S. S. M. S 96'o.a -(SEE SCHEDULE FOR M. SEPARAJION 5' TO COSTING GLASS OF wIVDOW L1RS.G.0. Cant ED Er? t. 1 /4' / x 2 1/2" LTC SCREW 0 6'aa ALTERNATIVE 2 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1' x 4' x 1/8' Min. (6063 -T5) - Num. TUBE W/ (2) 5/t6" • s 4' O LAG ,,- Eitos EACH JOIST. g LOWE SCREW Ar 1.00167O74 OF p E IST t. C troop o MEMBER (2' Min. MMRIAL *1084) W PI/ 2' Atin. `PENETRATION x 6' W000 DECK 4 REWIRED it - (NO FD4LSN ALLOWED) Cont. 1/4' 0 -20 x y 3 /32' 1 Q 0 2,003 CEILING & FLOOR MOUNTING INSTALLATIONS • .SECTIONS B S ALE : 1/4' - 1' 1/000 TRUSSES OR RAIT£R O 24" 0. C. REQUIRED 1000 1RLQSES on RAFTER • 24' O. C. REQUIRED S.SSL.S •6'a C6nL (SEE SCHEDU FOR Mae. SEPARATION 'S TO COATING GLASS OF WINDOW OR S.G. 0. SOUL II Q=TL PRODUCT CON NE1r' r x 6' P. T. Cont. WOOD PLATE W/ t2) 511s" • r LAG SCREWS TO ritcH RASTER OR TRUSS. Locur XREW AT • Oasnrc *000 AIEWBER (2' NOMINAL A7Dnrl . w / 2' Arm PENCIFIA1AON. 5/16' • x 1 1/2' LAG SCREWS • 4' 0. C. ALTERNATIVE 3 ALTERNATIVE• 4 4 1' x 4' x 1 /5' 6 A E (2) LAG ' - TO LAG ro EACH JOSS. LOCATE SCREW AT ACD11V174 a EXISTING 11000 AIL (2' AGn. JWMINAL WIDTH) w /2' Min. PENETWITOPL APPROVED AS COMP( YANG Went Ti lC � RIDA DU!LOLI4G CODE . 0.I3 1. •D!vS ON ;iulio ;NC CODE COtAFLtd1iCE OFTICt ACCEPTANCE NO. a_ ©8 t1 .1 - DADE COUNTY / ThiE Z. \ TILtfr TESTWO t oIoa4tERQJC cOi/PANY 4713 MW.AM. SL Ste. 217. weora CADDIS. a wog enon.: /S06J17S- . row : (104312, -,331 *ALTER A. ALLY Jr. P. E I AMA 1.` 1 44167 0.050" BERTHA STORM PANEL . EASTERN METAL SUPPLY, . INC .MAD 2 Ave. • SOWN • LAX. IURRe. ri S1461 -3247 • DOCY110M .14 . OLD M -y1 Yet 7/7/11 alrA J ICXMWO° AS SHOWN SCALC 7/7/98 or 98 - 172 DAA•1N0 No SHUT 8 or 6 _ •a / IrdIMPINCi srs�far 0 0 FOR win. SEPARATION TO Ex1STINC CLASS OF WINDOW OR S. C. O. FOR Nat. SEPARATION M EXISTING CLASS OF MNDOW OR S. G0. W000 HEADER . REQUIRED (SEE SI HLVULE) FOR Min. SEPARATION TO EXISTING CLASS OF WINDOW OR S. C. D. ALTERNATIVE 1 ALTERNATIVE 2 AI TF_RNATIVE 3 ' I /4' r • .T' LONG LAG SCREWS • 6' 0. 0. W/ 1 27/32' Min. PENETRATION 10 EXISTING 01000 HEADER. N -' 7/8' 0 x 0 NUT O /SZ- 1W EVERr sato 0 12' 0. c 10 It N Cont. Cont. 1/4' 0 r r G4G SCREWS 0 6' 0. G W/ 1 27/32' Min. PENETRATION 0 1601110114 OF PLATE 7/6' 0 x J/32' MNG NUT O EvERr SRJD 0 12' 0. C. 1/4' 0 r 3' LAG SCREWS 0 6' 0. C. W/ 1 27/32" 1.6n. PENETRATION 0 A1101410771 OF PLATE t /t" • • 1 1/2' LAG SCREWS 6' 0. C. W'000 HE100? n REQUIRED u . -.. (SEE SCNEOULC) ---I FOR Min. SEPARATION TO EXISTING CLASS OF WINDOW OR S. G. 0.• NEW P. T. 2' • 4 - (Aare) cons. W/ t /4- • • r LONG LAG SCREWS • 6' 0. C W I 27/32' LPa PENETRATION 10 EX ISflhG WOOD HE100L A 0 0 7 /8' f x J/32' MG NUT 0 EVERT STUO 0 12' 0. G Cont. NEIN P. T. 2' r 6' Cont. W/ (2) 1/4' • x 5' LAC $CREWS O EACH S11.0 (1110010TN OF STUD, T Min. NOWN4L) AND w/ z' 16n. PENETRATION INTO EXLS77NG STUD. ALTERNATIVE 4 Cont. NOTE FOR COMBINATION OF SECTIONS: WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE �• FOR Min. SEPARATON W000 HEADER REQUIRED TO EXLLSTDRG CLASS OF wINO0w ORS G. 0. /14 • 3/4' S. S S.W.S. 0 6' 0. G NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR DESIGN WIND LOADS UP TO +65.0. -72.0 psf AND PANELS LENGTHS UP TO 2. NEW 2" x 6' P. T. TO BE SOUTHERN PINE No.. 2. SURFACED DRY WITH 19 X M. M. C. 11/ SPECIFIC DENSITY OF 0.55. J. FOR NEW WO00 FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR £DUAL. 1' • 2' • 125' (u:1.1 Alum woe W/ 1/4' I x 4 LONG LAG SCREWS 0 6' 0. 6. W 1 27/32' Min. PENEIRAT10N TO E257WNG W000 HEAOLE'R Cont. Cont. 7/8" or x 3/32' WING MIT • EVERY STD • 1Z' O. C. r d • _US' (min.) • 506J -75 Alum. TUOE (Cont) (2) 1/4' 0 r 4 GAG SCREWS • O EACH VIVO (MI011001 • OF STK.?' 46n. NOMINAL) AND w/ 2' Mat. PENETRATION 0+130 COSTING S77)0. ALTERNATIVE 5 WALL MOUNTING INSTALLATIONS SECTIONS A SCALE : 1/4' - ,- 0 0070 HEADER REQUIRED - (SEE SCHEDULE) FOR ARn. SEPARATION TO EXISTING GLASS OF MLYDOW OR S. G. 0. NS 0 dem Mit ME Ta nt (■i n0 nr 1 44 IF w 0 0 T - 1/4- O • 1 1/2' LAG SCRExs O l; o. C. 1/4' 0 r 3' LONG LAG SCREWS I1 0. C. W/ 1 27/32' Mn. PD4E7RtT70N TO Exista00 W000 HEADER. Corm IL EGOINC.\ 7111lT ricsmc & LNOONEERLNG CO0PANT dip MW. Jen A.. AI. 117. M0+7.4 CoA004 R 37t IItIe. :: ,J05)41I -11.30 . Fw : (.110W1-0031 W4LTDI A TtLUT Jr. P. E FLORIDA Lic. / 44167 7/8' (f r /3/32' witio EYE17Y 51110 • 12' G NEW P. T. 2' x 6' Cont. ft/ f0 EACH S 0 TUO r (MTOWEITH OF STUD 2' Min. NOidPWV AND W/ 2 16n. PENETRATION INTO EXISTING STUD. WV. Me 1/4'0 -2055. &OUS • 12' 0. C W/ MIT • WASHER Cont. a INSTALLATION DETAILS -0N EXISTING WOOD BUILDINGS 1 DID Sha i /f' o r .1" LONG LAC SCREWS ► PIENETR1AOMl t] S1w wood $k FA _-=E_ 1 HELDEIL IriUll -1 1 • 11000 HEADER • REQUIRED (SEE SCHEDULE) FOR Ain. SEPARATION TO EXISTING BASS OF WINOOw OR S. G 0. 3600 .7.7rd. Ate' S0(11? • LAW 1104RK 11. 11461 -1347 an t/7/M K r. • 0.050' BERTHA STORM PANEL Cont. ALTERNATIVE 6 PRODUCT RENEW ERNATIVE 7 ACCEPTANCE No. 0 0 - 0 6 0 Z. 0 4. F30IRATION DATE ° /c . ZAo3APPRoYE0 AS COMPLYING WITU TIIE J/ // SDUTIIfI(?R ► BUILDING CODE • PR ONT SION uRT BUIIA II`eCi CODE COMPLIANCE OFFICEY O CROL DIVI C i ' " I C I PRODUCT Cor.T. " . DIYiS.Uh BUILDING COLE t �COO L MPLIANCE OI1)CF. ACCEPTANCE NO.CISA= 9 -1 p • EASTERN METAL SUPPLY, INC 81R AS' S1MOw'N SCALE Ci 0. 7 /Lt' a x . J /32 WING MIT • EVERT 5TUD 0.12' 0. C. 1/4' r x 3' uG S6AC1rS 0 6' 0. L: w/ 1 27/32' Mn. PENETRATION O YIDW10Ti OF PLATE DADE COUNTY 7/7/sa - DAXE • 98 - 1 DRAw04D 11• SxZIT 7 OF 1 AlAXwUH DESIGN LOAD W (p.s.1.) FACTOR MAX/4w ANCHORS SPACING FOR E. 0. - 3 •I/2" •• RANL CALK-IN APPLIG481E TO 5fCT70NS / ANY COl4BPATION OF Thal MAXIMUM PANEL LENCIN "L" (K.) .86 TAPCONS RA WL ZAM.AC NAJLDJ 2 1/2" RAm CALK-Pi .50 ~— CF TAP -GRIP .50 p yJA�s TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY - TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY +65.0, I -77.0 1 6" N/A 3" N/A 6" N/A 3 1/2 N/A 2 1/2" N/A 1 (TOP) 9' -0" OR LESS 12" 7' 11" 8" 12" 10" 12" 6 1/2" 9 1/2" 9 1/2" 1 (BOTTOM) 12" N/A 11" N/A 12" N/A 12" N/A 9 1/2" A/A 2 (TOP) 12" 7" 11" 8" 12' 10" 12" 6 1/2" 9 1/2" 9 1/2' 2 (BOTTOM) 12" N/A 11" N/A 12' N/A 12" N/A 9 1/2" N/A 3 (TOP) 12" 7" 11' 8" 12" 10" 12" 6 1/2" 9 1/2" 9 1/2" 3 (BOTTOM) 12" N / A 1 1 " N/A 12" N/A 12" N/A 9 1/2" N/A 4 (TOP) 12" 7 ". 11" 8" 12" 10" 12" 6 1/2" 9 1/2" 9 1/2" 4 (BOTTOM) 12" N/A 11 N/A 12" N/A 12" N/A 9 1/2" N/A 5 (TOP) 12" 5 1/2" 9 1/2" 6 1/2' 12" 8" 10" 5" 7 1/2" 7 1/2" 5 (BOTTOM) 9 1/2" N/A 6 1/2" N/A 10" N/A 7" N/A 5" N/A 6 (TOP /BOTTOM) 8 1/2" N/A 5 1/2" N/A 8 1/2" N/A 6" N/A 4 1/2" N/A 7 (TOP /BOTTOM) N/A N/A N/A N/A 12 6" 12" 6" 6' 6" 8 (TOP /BOTTOM) +62.0, - 73.3 6" N/A 6" N/A 6" N/A 6" N/A 6" N/A 2 (TOP) 9' -0' TO 10' - 6" 6" 6" 6" 6" 6" r 6" 6" 6' 6" 2 ( BOTTON) 6" N/A 6" N/A 6" N/A 6" N/A 5" N/A 6 (TOP /BOTTOU) 6" N/A 5" N/A 6" N/A 5 1/2" N/A 4" N/A 7 (TOP /BOTTOM) N/A N /A' • . N/A N/A 6" 6" 6" .6" 6" 6" 8 (TOP/BOTTOM) ACTUAL E O. FACTOR TAPC0N /Z W.4C NA4JN/ PAA!CLUATES RANL CALK-IN CF TAP -GRIP 3" .86 .75 1.00 2 1/2" .71 .50 .80 2" .50 - - * * MAXIMUM DESIGN PRESSURE RATING me (p. s. f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES 71 ` SEE SHEET 7 dt 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE vAUO FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2", REDUCE ANCHOR SPACING 8Y MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (din. E 0. FOR RAWL CALK -1N ANCHORS Lr ELCO PANELMATE IS 2 1/2 "). / IL ECOINc. TVJJT TESTD4G & [XGRJLtRV4G COMPANY 6393 N. W Jac! SL A.. 417. N7LL44 GVSVG n. 13766 (J05$71— ,3.37. 6'.* : (.303)67 -1331 W4L7LER A flUIT Jr. P. . E 0. = EDGE DISTANCE PRODUCT RENEWED ACCEPTANCE Na OO - O 6 O EXPIRATION DATE OR/0 7/2.0 03 By i ass r III. PRO :rT bI YTROL DIVISION BUILDING CODE COMPLIANCE OFFICE 0.050" BERTHA STORM PANEL EASTERN A/ETAL SUPPLY, INC J600 2.Jrci Ave. SOWN IA+LC worm. IL .1J461 —J247 W SCICONCla LID 66 -137 APPROVED AS COMPLYING WITH THE SOUTII 7Cf IDA (WILDING CODE DATLOct_o6 0_99 BY _gA4.(:_t1-19 PRODUCE GOATftfq O:V S •• BUILDING CCOC r a NCE. DI f t 1CCEPTANCC NO. I SJ - 0 8 ' 1 MN WY. W MID/ 7 /7/F!] 7 MR DADE COUNTY ASS OWN SCALC 7/7/98 98 - 172 DRAWING SHAT 6 OF' 8 C7 171A I L J 4.. L uAxrMULS DESIGN LOAD W (P.s.I.J MAXIMUM ANCHORS SPACING FOR E. 0. - 3 1/2" •• APPLICABLE TO ANT 1 & ANT Y coM81N4TX)N OF 77101 MAXIMUM PANEL LENGTH "L (!t.) TAPCONS R4WL ZAMAC NNUN RAWL CALK -W • LP TAP -GRIP PANELAL4 TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY 7O CONCRETE TO MASONRY TO CONCRETE TO MASONRY +55.0, I -65,0 8" N/A 4" N/A 8" N/A 5" N/A 3 1/7 N/A 1 (TOP) 9'-0" OR LESS 12' 8" 12' 10" 12' 12" 12" 8" 11" 11" 1 (BOTTOM) 12' N/A 12" N/A 12' N/A 12" N/A 71 N/A 2 (TOP) 12' 8" 12" 10" 12 12" 12 8" 11" 11" 2 (80170M) 12 N/A 12" N/A 12" N/A 12" N/A 11" N/A 3 (TOP) 12" 8" 12' 10" 12" 12" 12 8" 11' 11' 3 (BOTTOM) 17 N/A 12" N/A 12' N/A 12" N/A 11" N/A 4 (TOP) 12' 8" 12" 10" 12" 12' 12' 8" 11' 11' 4 (BOTTOM) 12" N/A 12" N/A 12" N/A 12" N/A 11" N/A 5 (TOP) 12" 8' 12" 10' 12" 12" 12" 8 " 11" 11" 5 (80170M) 11 1/2" N/A 7 1/2 N/A 12' N/A 8 1/2' N/A 6" N/A 6 (TOP /BOTTOM) 10' N/A 6 1/2' N/A ' 10 1/2" N/A r N/A 5" . N /A 7 (TOP /BOTTOM) N/A N/A N/A N/A 12' 17 12 6" 6' 6' 8 (TOP /801TOM) +55.0, -65.0 6" N/A 6' N/A 6" N/A 6' N/A 6" N/A 2 (TOP) 9r -0" TO 10' -0" 6" 6' 6' 6" 6" 6" 6" 6" 6" 6' 2 (BOTTOM) 6" N/A 6' N/A 6' N/A 6" N/A 5 1 /2" N/A 6 (TOP /BOTTOM) 6" N/A 5 1/2" N/A 6' N/A 6" N/A 4 1/2" N/A 7 (TOP /BOTTOM) N/A 1 N/A N/A N/A 6 6` 6 6 6' _. 6' 8 (TOP /BOTTOM) ACTUAL E. D. FACTOR TAPCON /Z M4C M46JM/ PAN(LM A TES RAM. CALK -1N Cr TAP -GRIP .86 .75 1.00 2 1/7 .71 .50 .80 2" .50 - - ** MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE dr SPACING FOR INSTALLATIONS INTO *r 00 FRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN .3 1/2". REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E. D. FOR PAWL CALK -1N ANCHORS & ELCO PANELMATE IS 2 1/2 ). E. D. = EDGE DISTANCE PRODUCT RENEWED ACCEPTANCE N0. 00 - 0 6 OZ. - O (p EXPIRATION DATE ° 8/ ° 7/ By r .. I re—/ PRO .T CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE IL ECOINc.\ 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC .7600 nat. ■v,. sown LAW POPPT R J3461 -1247 baicwinar ___0r110,0 MT AS SHOIYTV SCALE 7 / 7 / 98 OATT 98 — 172 Dr".AI17N0 No TR1.IT TESTING t ENGINCERlNG COMPANY 0773 N.W. Jar.. 3.. SL 117. NRpN 4 CAROMS R. 11106 Pewee • iJ05)571 -1139 fo • ( JOS)071 -133 7 .r•, rtv • rr, er .,- e 010 1■11 -1.1 1 17/7/9%i K 1 APPfiOVED AS COMPLYING WITFI THE SOUTH FL RIDA BUILDING COnE QQ DATE. 1>' D 9 =1_a BY _ PRODUCT COP :IIi' 'DTV:S'ON LI(i.. D r; CODE COMPI.:ANCE UTFLCE 1rft `_C.: :I:19$ -DBII 1 DADE COUNTY ' MAXIMUM DESIGN PRESSURE RATING W (p.s f.) Max. PANEL LENGTH L (11.) (SEE SECTIONS) MINIMUM SEPARATION TO GLASS APPLICABLE TO SECfOYS / & ANY O'IB!N4fON OF THEM +65.0, -77.0 8' -0' OR LESS 2 1/4" 1 THRU 8 +65.0, -77.0 .>8'- 0" TO 9' -0" 3 11/16 1 THRU 8 +62.0, -73.3 >9' -0" TO 10' -0' J 7/8" 2, 6. 7 & 8 9 /6t-4.5-7.) / IiLIEcoNC.\ TUJJT TLST'NO & DK.ri ELFWG COMPANY 651/5 it r..1pp' A: A&. 2f7. %W W4 C .7006. 17. 3.7 766 Newt : 110.31771..15 7 . !.. (J0e)a7: -7531 WALTER A TILLR Jr. P. E Lk. / 44167 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC J6O0 2,3rd. ,w.. SOUTH LAQ WORTH, 11 JJ461 -J247 arr. 1 7xSMInON aD H -S77 MIT 7/7/7.6 NV: J MR AS SHORN SCALE 7/1/96 D.412 98 - 172 DRAWINO No SHUT 4 OP 8 1 CUT PANEL. 2" r 4' x .125" J105 -H14 OR 606J -T6 ALLOY Cont. Alum. ANGLE CASE A (Plan) 1 SCALE: 1/4" = 1' 2'x3 x .09J" 3105 11 - 14 OR 606J -T6 ALLOY ConL Alum. ANGLE WITH ANCHORS 0 12" O. C. SCALE. 1/4 = 1 3 , /4' GAP CASE D (Plan) POURED CONCRETE OR CONCRETE BLOCK WALL REWIRE CONCRETE ANCHORS O I 7. 0. C. END CLOSURES DETAILS POURED aWCREIT OR CONCRETE BLOCK WALL REOUIRLD POURED CONCRETE OR CONCRETE BLOCK HULL REOUIRED 1/4' • BOCT 0 2r 0. C. w /44CKNUT CASE B (Plan) SCALE: 1/4' = 1" H Q OR ® x ♦' x .072" 3105 -H14 OR 6063 -T6 ALLOY ConL Num. ANGLE POURED CONCRETE OR CONCRETE BLOCK )LL REOLAq(0 2.500' Mn. G CONCRETE ANCHORS 2 O 12" O. C. Alin. 2' r 2' x .055" TO x S r .055' Cont. Alum. ANGLE OR .080E 3105 -K134 SHEET METAL Num. BENT PLATE MAXIMUM DESIGN PRESSURE RATING "W ' (p. s. f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L SCHEDULE PRODUCT RENEWED ACCEPTANCE No. QO - O / 602. U 4- - EXPIRATION DATE O8 / O 7 too.? BY ya; PRO v ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE 1.000 • ALTERNATE LEG LOCATION CASE C (Plan) SCALE: 1/4" = 1" APPROVED AS COMPLYING WITH THE SOUTH FL RIDA BU:LOING CODE DAT 0 C- 06- _.0.6 I91 BY PRODUCT CONTROI DIV :S ON BUILD= CODE CO:,I "1:1 .,CE OFFICE p ACCT?TAnt NO 8 -00 i 1. I I DADE COUNTY t. SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR EXISTING STRUCTURE EXISTING STRUCTURE CONCRETE, MASONRY OR WOOD. SEE ANCHOR SCHEDULE, TYP. SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR ODOR EXISTING STRUCTURE EXISTING STRUCTURE CONCRETE. MASONRY OR W000. SEE ANCHOR SCHEDULE. TYP. 4 a 4 • a I • =_ 4 D .. • d • 0 W • F- d •4 L r1 I to to • ° 0 • W 0 • •G • 4 _ 4 a' ` • : 8 ANGLE TO WALL DETAIL L 0 W ° 0 0 Y _ ' 0 d. • 11/2" D DIRECT MOUNT SECTION SCALE s3' -1' -O' FASTENER, SEE ANCHOR SCHED. REF. CONNECTION TYPE 2" 0 CONT. — LOPTIONAL LEG F FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1" 1/4" OR 3/4" MAX. BY 2 K� CO) FASTENER - USE RAWL CALK -IN BUILDING CODE co. OR WOOD BUSHING FASTENER AT 6 -112" 0.C. OR 13" O.C. SEE ANCHOR SCHEDULE. CONNECTION TYPE 1' FOR ANCHOR SPECS L MAX. SPACING. DO NOT USE WHERE SCHEDULED SPACING IS LESS THAN 6 -1/2" USE 1/4 -20 5.5. TRUSS MEAD BOLTS W/ KEYHOLE WASHER. TYP TOP L /OR BOTTOM. • GLASS OR DOOR EXISTING STRUCTURE APPROVED AS COMPLYING WITH THE I SOUTH FLORIDA BUILDING _ CODE DAT ► DV ` l9 BY PRODUCT CO. OL BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. • SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL 1/4 -20 MACHINE BOLT L WINGNUT gD 6 -1/2" 0.C. SEE MIN. SEPARATION FROM GLASS SCHEDULE c, SEE MIN. SEPARATION FROM GLASS SCHEDUL L EXISTING STRUCTURE CONCRETE. MASONRY OR W000. SEE ANCHOR SCHEDULE. TYP, GLASS OR DOOR O CONT. PAN1170 ANG>'� CT RENEWED EXISTING STRUCTURC ANGLE TO WALL. DETAIL • • E D �D � j l- 4 • ED. EO 1 FASTENER. SEE ANCHOR SCHED. REF. CONNECTION 'TYPE 3• 114-20 MACHINE BOLT L WINGNUT CD 6 -1/2" 0.C. • 4 1 1111 . EO!� EOM d • EDGE DIST. FASTENER_ SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 5' OD 4Z w � EILING/INSIDE M O'1 - , SECTION O WALL MOUNT SECTION T'�iCENo. " 'T � SCALE $ 3' - 1• -0- EXPIRATION DATE 4 _ �� CALE i 3" • T -0' EXISTING STRUCTURE CONCRETE. MASONRY OR WOOD. SEE ANCHOR SCHEDULE. TYP. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE'!" 0 OPTIONAL LEG ® CONT. (TYP. TOP L BOTTOM E WALL MOUNT SECTION SCALE 13' • 1• -0 PAN1 TO ANGLE DETAIL J 2 1- W J J z 0. X S W 0 w 2 v J Z O. Z CC 0 P- O w 1/4 -20 MACHINE BOLT L WINGNUT pe 6 -1/2" O.C. (TYP, TOP L BOTTOM) EXISTING STRUCTURE CONCRETE. MASONRY OR WOOD. SEE ANCHOR SCHEDULE. TYP. d .4 • 1/4" OR 3/4" MAX. SEE STORM PANEL 1 SCHED. BASED ON GAP AT TOP OF PANEL I GLASS OR DOOR EXISTING I STRUCTURE--• EXISTING STRUCTURE CONCRETE. MASONRY OR W000. SEE ANCHOR SCHEDULE, T YP- EXISTING STRUCTURE L GLASS OR DOOR 1/2" OaST. o eau c= OPTIONAL LEG DIRECTION 4 COGC L d WST. .• • $ a 1/2" SEE MIN. SEPARATION FROM GLASS SCHEDULE O CONT. (TYP, TOP & BOTTOM BUILD -OUT MOUNT SECTION SCALE , 3" - 1• -0' • 4 4 4 d v ci a . i SEE MIN. SEPARATION FROM GLASS SCHEDULE d • • 4 r i.4 , u•�n, ..L� .. SCHEDULE. REFERENCE CONNECTION TYPE 4' °CONT. (ANGLE LEG MAY BE REVERSED) TYP. TOP L BOTTOM. a 0014 TEK SCREW OR 1/4' -20 MACHINE SCREW L NUT (la 13" 0.C. • 1/2" WINGNUT 6- 1 /2 0. S. / WINGNUT (d 6 -V2" O.0 (TYP, TOP L BOTTOM) 814 TEK SCREW OR 1/4 -20 MACHINE SCREW L NUT Cm 13" 0.C. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' .528" AT GROOVE O WALL MOUNT SECTION SCALE , 3" • 1• -0- FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' 1/4 -20 MACHINE SOLT . WINGNUT (t 6 -1/2' 0.C_ (TYP, TOP L BOTTOM) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1' J LU CU 2 cc LU Lit cn Q CD O N I CONCRETE ANCHORS \f' (SCE SCHEDULE) \ \ O POURED CONCRETE \ REOVIRED —\ 0 L.i \. \ \ \ \ ' f\� \ \ POURED —/ CONCRETE OR CONCRETE BLOCK WALL R£OU!RED (SEE SCHEDULE) FOR MINIMUM SEPARATION "S.. TO CLASS OF WINDOW OR S. G. D. A / /) /1 / / /l /// CONCRETE ANCHORS �t (SEE SCHEDULE) a 4i ALTERNATE LEG LOCATION ye TS W/ 7/8 x J/32" WING NUT 0 12' 0. C. 4 1" Min. Cont. Cont. ©0 Cont. BUILD OUT INSTALLATION - SECTION 5 VS 0 -20 S. S. MACHINE BOLT W/ NUT a- WASHER \ fro. c. I. win. SCALE : J /B' - 1 ```` Coat. v 1/4" • -20 S. S. MACHINE BOLT w/ NUT r WASHER 0 12' 0. C. POURED CONCRETE REQ(PAEO CONCRETE ANCHORS (SEE' SCHEDULE) E 0. (SEE SCHEDULE) -4 FOR M►MMIFI SEPARATION 'S' TO CLASS OF WINDOW OR S. G. 0. 9 ConL O4 ConL 1/4' 0-20 x .3/4" BOLTS w/ /8' WING NUT • 12" 0. C I in I h 4 / / / / / / / /) / / / / /W/ / / /7 /// I CONCRETE ANCHORS 1 1.000' (SIX SCHEDULE) u POURED CONCRETE ROMEO CEILING & FLOOR MOUNTING INSTALLATION - SECTION 6 SCALE : 3/8' - T" E. 0. - EDGE DISTANCE SHEET 5 et SCHEDULE F 8) - C NOTE FOR COMBINATION Of SECTIONS : WALL /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS C. D. (SEE SCHEDULE.) E D. POURED CONCRETE • �� I I I \\N\\\ n \ \\ I: I ALTERU4TE LEC LOCATION E D. OR MOUNTING - SECTION 7 PRODUCT RENEWED ACCEPTANCE No. O 0— O 6 O Z• O 4. DATE 0 8/07 /24 0? BY PRO BUItDIN IL T1LUT TESTMG r 0#CSNEER000 COMPANY A533 1tr. Jee+. St- SIJ. 214 WWIP44 fvZICOM n. JJ16e' : IJO:y71 -1130 . r..: (J07)671 -1SJ7 WALTER A. TXLIT Jr. P. E RAWL CALK -DJ OR ELCO mob (.mote pANamArr OR Cr LAP -CRP - (SCE SCHEDULE) - SECTION 8 CONTROL DIVISION CODE COMPLIANCE OFFICE arr. lb POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED —\ \\r` POURED CONCRETE OR CONCRETE BLOCK WALL RED U07 dsCrAdd OLD /A- — (SEE SCHEDULE) J FOR LWOMMUM SEPARATION "S" TO GLASS OF WINDOW 085. 0. 0. //)///x///// n O / YIP 7/7/Ce / RAWL CALK-IN OR ELCO mob female 4 PANELAL4TE OR CF TAP -CRLP (SEE SCHEDULE) WALL MOUNTING INSTALLATION (D. M.) APPROVED AS COMPLYING WITH THE SOUTH FLQRIGA BUILDING CODE DATE�c'T9�ug!� __El - 9q_ ? BY.1 PRODUCT CON WI DID BUILDING CODE COLA'L -ntICL Off ICE ACCEPTANCE Nos 8,796 17 - 110 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC .3000 23.11 A.,. sot" LA+Q NORM /L J5461-.I747 MN. M W SCALE : 3 ,41' - I" DADE COUNTY AS - Smarm sour 7/7/P4 DATE 98 - 172 DRA+ v 10 017011IfIW eurrr or x Con 1/4" 0 -20 x J /4" B0L75 w/ 7/8• x 3/32' wiNG NUT • 12' 0. C. 1 — (SEE SC t$x FOR MINIMUM SEPARATION "S' TO CLASS OF WINDOW I OR S. G D. 1/4' 0 -20 x 3/4" BOLTS w/ 7/8' x 3/32" WING ' M/T 0 12' 0. C. O Can / / / / / / / / /// -i-H CONCRETE ANCHORS /1j (SEE SCHEDULE) POURED CONCRETE" - REOUlRED CEILING & FLO INSTALLATION SCALE : 3/8° r I hat. 4 �-- 2250' -.•1 2.391 © "IT" HEADER sour :J /lr -r • SECTION A -A It r : 1 _2.125' . 7r CONCRETE AM^1i0RS (SEE sCiEOU[E) r STORM PANEL TYPICAL ELEVATION L . t-- T /4' Mar. GAP :3.,fe (1D7AL +Hors) 12.000' (ETrECAI•£ wv, • • J. 0 PANEL scat: ..t/E - 1 ' _.r CONCRETE N CHOR5 (SEE SCHEOULE)- I/4 Am. GAP r i 4.47r k 0 3" Max. "U" BUILD OUT sc41 : a/Ir - r SCR E : dye - SOLI :.ter - r J 2470' -----j ` 1L250' ® "Lt HEADER sous : yE • r oar J L.asrr ---- -1 © "F" TRACK Q REVERSED . "F' ANGLE TRACK sfAU : J/r • t ® HALF PANEL sexy - r �f A. "'ir-os ) 1 r . S.S. STUo 70 ANGLE 730 4/ SPA NGS SI40YN 111:i aw sEc1xlErs SEE OEM 2.000• --1 _ •JL17S ® STUDDED ANGLE DETAIL 1: Siva Y0 wow NUT • • 214" R200 96' .750' ® "F" TRACK ANGLE sratr :?/er - . CCNER4L • NO YES: L 510101 PMwEC 84S BEEN tk37p? N ACCORCA CE ,e717' DE a4OE COcaTt: tp M JN OF 17.E SOWN FLORCA OWING COOL . DESIG MD S s. SMALL Ef ORVelAhtO AT Pet SCCfa/ 6 O ASCC 7-B4 ram rr0 ttaj.*. S70414 PAVEL'S arm =DONS 2Tr u tf Y Cr DE AKA(' 4104//17 CODE AS PCs AMoUt:A rar W Aft+ORT / :0220: -AS: 2. ALL AIh R N SPELT Mt01. ADCS SNAIL 1 %f s0O ? -/02 ALLOT OR Joo4 -#04 Azar. S ALL AlIARPRRI L?TRtSQNs SHALL BE 6053 -4i ALCM :RUSS 01:t7nriSt HOLED. • 4L SCREWS 70 5E SURE= STEEL .304 OR 311 S(*ES • S 90L1S 70 9E 2024 -7I Ama on/ ALLOY. CALb1MZED OR 377.14ESS STECI. MIR 26 tar M.,JNUI{ DEW PONT. 6. moots TD 7AALL S7s RE AS FDLL01.2 (MESS Ott St6C NOTED) W 70 E22579+0 ROAM CORDIETE - 1 /s• . EAMON MOORS AS M M/PCTUR ever LrW. RlLCSEr OR ELCO eiCt n s. - • Cr PP-CRP ANOton morns XT% _ Qr+). AS A•MrAC71MCD al' cro -/AST cootorAnoze - r/! • Ram ZMMC a,A- . A•crc S AS ARAcmcnso 8w TIC JMWL PLI4 C1a6ANA; rc - • r 7/!r at c4ur -r, "Oats OR ELcO moAa funds .'PANELANE' AS MAN4.rACWRta or Art RAAt PUG CON/WY APO CLCO .ouSINCS Assoccomr. Homy: .4. 71 ,.hwtW O490yvOVT MO AO mo -Co:cleLTt Of TAPC04 AMChORS 'a P J /. MT. RNR LAwC - AAILM S (3/C: ! RY? EICO AtNEuwAriS LW/tr. AND ,CYt cr TAP - CRP ANCHORS IS 1 t /.: .A2) 7/C AA11t C4IX -ef NCACI S S7•LL 8C EN71RO.r CL+aEDOLD PTO D c P06R1D CTX•cycTE HO CNOCONo4T NM STUCCO SMK RC PORN= 1/4 0 - SCREWS USED 5444LL BE 1 1/2' LOMO Lamm SRO= STUCCO OSS1. MO 1' MBOLAAV FOR MLR ;NTH NO STUCCO. . A3) N CASE ANT 649E0AST 5,ONf A cor CerIC+KrE PM'CLS DR Pmats Of two OY • RC aas1NC MALL o Rum AlOORS 044i1 BC-LO•G o1c:aCN TD RCACN 1)E •M4or STRUCTURE Wow soot PMCS •NOrpRAC( SMALL AE AS ROWED Cm NOTES A 1) t . A.2). "AMC . (8) 'YO COSMO QOM^.RETE axle MALL• • - r /I' • 54 N maims at LMM.VA room Br Lr.mum. . RW OR £LCO .+Ot1TRLT. - :1/4' D . Or DP-CRP m40015 (B( ON MO -C AS sotcrACIVRED Ur Mu -FAST COVVR.41 L - 1/4 . &4M. Z4U4C NAM MOMS AS M MI7.C,URED sr DE RA1 t PLUG CONAVY1: s • 1 1ML ! • z 7/7' Mat C74LX -M MOWS OR EL00 atom a fimor. 'PANC.AM E" AS AUFActrz a iR 1 ' - T h t RA PLUG CO. •i1D QC10 I�U6 % =name ,ROSES: • B.:) WATSON L1eec04 747 Or 7I 1 ANOGRX RAM. ZW4C AMt1( at= RY uMIZS MO a MP- GRP. 1.70 11E CITE 5.006 War 5444( 9C 1 1/F 8.2) 7/d' PAR CACX - NE OR5 5MLL Bc orrotar £7YRCDOm NM 174 OOMCIRat &CQ: OW. corr AO CV. .e4T IRO SIUOL70 94411 OE MAX:TW. 1/4 #-20 Scores MB SMALL 5r 1 //r LOW I 4ACM S?CILD STUCC D oaST. ANO 1' • ANNMLV 50R KRIS 11174 h0 STUCCO. 63) 94 CASE no: roccoSt STOW OR PRECAST CONCRETE AMEIS BE moo ON DE ottsratO MtILL ANCHORS SHALL BE LONG O0U01 TO RLK71 771( gam SmuCIVRE BL7r0 SL.Ol AWLS Ma.ORACE SOLI tlE AS UCCUED ON NOTES N 8.1) t 8.2) MOP E (0) AAcroRS SHALL MULLED Au of.7NE AEMACNOaI7OVS Amo SPEOPTCAMMS OF RE A/CHOR'S 7. PAL'S 1 • 4Y ALSO FE 115 LLER HORIZONTALLY FOLLOWING NSTALIATION OVALS Sh0)SW ON SECI73NS z rHAd B (srfaT 2 J or N CACZYT our NCAOCAS 2. 2 t • pMLL NOT LLE testa B. R 941LL eC nut letSPOrazzurr 0f T)4(' O '4TRAC706 TO 1WY MC S01 MMESS Or PC STRUCOL"( r7E7eE SMITTCR IS 10 eC ATAOCO TO 21SLRUPROa0' MOrQRAC'E 7745 SMIRLR 9$HL Omar BC AMOCO 70 CONCRETE BLOCK CR 11000 FRNI NUILD•C.£ 9. SMRTDA MAKSACTURCITS LAM Snit 8E RACED AT 617'770*' co EACH PANE. LABEL SMALL READ AS FOLLOAS• EASTERN METAL SUPPLY. AG. GYIT rORnt 5t01O04 L14OC COtdrrr PRODUCT CORM APRMAEO. 25 ,lttir &125 -L n 3" ANGLE BUILD OUT BRACKET SLui : J/t r L PRODUCT RENEWED . ACCEPTANCE No. 00 - O 6 0 2 • - E 1R T1ON DATE O a 7 2003 APPROVED AS COMPLY1tiG VTII THE ir .125" By U A SOUTH FLORIDA uui.o:Ur• CPI • DATE a 6..E.6..._ . O� '1 f BUILDING CODE PR coNTRoL )M ION BY . j r ' J�i �� 1NCE OFFICE ((1) PRUT COM .,.t 0 • h au; D:tu CODE COMP •.i•Ci utFIC t _ aCCEPTANCE pt0 9 t7 "Lila 3.000• x 5" (Max.) x .125" ANGLE SC4tr : 3/r 7' IL ECOING.\ 7EL117 TESTING & exim IeTNO COMPANY ism arrr J5•..2 Sea 277. 51110'M Ottlrea R 2Jt.A Mn.• : 006074-1571. Fn : (X VI,t - :l3: WALTER A. Mit Jr. P. C FLORIDA 44167 0.050" BERTHA STORM PANEL . EASTERN METAL SUPPLY, INC .a17rnd GAO 74451 3600 2J'v. Ave. SOUTH re &A rtw711 Ft .7.1461 -32 ,WT 1/7/11 e .45 SHOW SCALE 7/7/06 0An - 0.40E COUNTY- 98 - 17, DRAWING N. SliCa 7 OF ', POURED COMPETE OR CONCRETE BLOCK WALL REWIRE/2 • SECnoN 0 ANCHOR sECT?ON 0 STUD WALL MOUNTING INSTALLATION SECTION 1 SCALE : J /8- = blff :DETAIL OF SECTION • STUD VAUO ALSO FOR WALL MOUNTING AYSTALL 1ON - SECTION 2 OOP) 1/4" 0 -20 x J /4 BOLTS' w/ 7/r x 3/31" 41 wwWNUTO 12" O C SECTION 2 WALL MOUNTING INSTALLATION SCALE . J /8" = r" E C. - EDGE DISTANCE (SEE SCI1EDLtE ON S1IEE7S 8) COwCR$7E ANCHORS (SCE SCHCOULE) POURED \ CONCRETE \ "N \\\\\\- POURED " �1 CONCRETE OR CONCRETE BLOCK L 1 REQUIRED CONCRETE' ANCNCcts (SEE SCHEDULE) -- NOTE FOR COMBINATION OF SEC1ONS : WALI/FLOOR/CERING MOUNTSWG SECTIONS C4N BE COMBINED 1N ANY WAY TO SUIT ANY INSTALLATION. 1 FOR Ilk ( S SEPARATION .TO LASS OF WINDOW OR S. 0. 0. 1/4' 0-20 r 3/4' BOLTS M/ 7/r x 3/32 1 NUT • /////// l /�1r O. C. / / //� BUILD OUT INSTALLATION SECTION 3 SC4LE : 3/8 - Cony { a= By /i itr1.M. \ TAUT TESTING r D40fCFJtl0G COMPANY 1017 .cR .FOOL SL. e- 217. MOWN . tiorOCE. a S31e6 IM...: 000171-15.71, fo : pavan - 1511 WILIER A. NWT Jr. P. E FLORIN LIc / 44167 POURED CONCRETE RELYJTRET) \\\\\\\T\ FOR 46m. SEPARATION ) s TO GLASS OF WIDOW OR S. 0. 0. / / / / / / /) / /// O / 14 / POURED OR corcRE7r BLOCK NALL / { REOUI RED C BUILD OUT SECTION 4 croncRETE .wCNoRS (SEE SCNEDULEJ PRODUCT RENEWED ACCEPTANCE No. OO — 6 O 2 - b . EXPIRATION DATE 0 8/ 07 /too CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE OLD 11.511 71/9+ _Y W • 1/x'11- 20xJ4" B O L TS 2/32' 7/ • • 12' 0. C. Cant Conf. INSTALLATION SCALE : 2/8' - 1' 0.050 BERTHA STORM PANEL EASTERN METAL SUPPLY, INC MOO 23rd. AND.SOUllf LAC MORJJG 11. 33161 -3247 Cont. { a . 1/4' 0 -20 !J. w / NUT •12'QC APPROVED AS COMPLYING Walt TILE SOUTH FtaltliA.INIILOING CODE DAT A =— Qgt PRODUCT CO,1 01V!S'ON BUILDING CODE tI C Q OMPI.• GE OEI CE ACCEPTA Cf E:OSS�:9 - =(p 124DE COUNTY AS SNOW : scar - 7/7/98 OA TI 98- • 17Z • DRAW1NO NO r � SMELT 2 OF 4 Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) O OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) Metropolitan Dade County (C.C.F.) $ ( sq.ft. = x/1000 x ¢.60) Inspector State Educational Fund $ (¢.005 /sq.ft.) State DCA (Radon) $ (¢.01 /sq.ft.) Code Enforcement Fine $ Zoning Review $ Notary $ 5 '0 0 SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ J -` C ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com ELECTRICAL •I ypl:. Minimum Fee Q'ITy. TYPE Dryer Q'I y. ' Outlet, Appliance Q'I'1'. TVPI: Service Repair Q I'Y. A/C Central 1 -3 Ton Heating Strips, each Fan Outlet, Wall Service, Temporary Paint Booth A/C Central 4 -7 Ton Fire Pump Outlet, Switch Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent Process/Pressure Piping Oven - Space Heater (kw) A/C Central 16-20 Ton Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator (fry. '1'1'Pr: Refrigeration, Tons Q'I'Y. A/C Central, Tons QTY. Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping -_ - Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance PLUMBING n1%; A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture ()Ty. I'YPIi Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: