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WS-09-1114Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 124379 Scheduled Inspection Date: September 16, 2009 Inspector: Bruhn, Norman Owner: MALMSTEEN, YNGWIE & APRIL Permit Number: WS -7 -09 -1114 Job Address: 1009 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: STORMWISE SOUTH FLORIDA INC Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132050150010 Phone: (305)597 -7797 Building Department Comments INSTALLATION OF HURRICANE SHUTTERS 7 ROLL UP Passed t Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 123284. CREATED AS REINSPECTION FOR INSP- 118578. 1) All shutters must be installed 2)Anchors must be exposed for inspection NB Not Ready /anchors must be exposed. NB ec cnninr»hnr 1g )AAO For Inspections please call: (305)762 -4949 Donn gnfR Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's ddress qql (1 9 / V (c City //9/14/ J h eKei State M/CMY/M 191 AUG i 7 too Bv:�..:_Jemeee_�__ Permit No. 3---2 /1/ Master Permit No. Roofing // n 0--� a 27on Phone # s4 Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO /PARCEL# 432O c2/5 00`O /009 Is Building Historically Designated YES NO Contractor's Company Name 0 d7GU /Jx Phone # (305 59? c/7 Contractor's Address LW/L5 A/ f U5 A v-i City 000 Me)rci State Zip Quali er Name LoirrAdil /0 // )io 22 Phone # /�/ UJ State Certificate or Registration No. C� e %.3 / `- / Z Certificate of Competency No. ArchitectlEngineer's Name (if applicable) Value of Work For this Permit $ Type of Work: DAM' Describe Work: Phone # Square / Linear Footage Of Work: Alteration f New [ Re av Replace 0 Demolition : * * * * * *****:x* ******************Fees*********************** *** * ************** !'�O/C— " Submit •� ee Permit Fee $ � CCF $ �.,�4,�= Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 5. Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Duel $ See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and Ali CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the a.bsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 200q, by /().Q. aIttyls who is Caonally known a or who has produced As identification and who did take an oath. I0 NOTARY PUBLI . : Sig " . Print ("4.1. Eri3Sy Garcon Print: ° •. Enis Gascon ' C' mission #DD699895 ; Commission 1)1)699 `. 95 My Commission Expires: ,,.oad Expires: JULY 291 2011 My Conunissib4, ► iii ires: JULY 29, 2011 DDNDED THRU ATLANTIC BOND BONDED THRU ATLAIITICB@iDfQG CO.,/BC ************** ******:x•x**************** **** *FM** * * * ** ** *********** * * * * *** x**** *** ** x** * **** * * *** * **** Signature Contractor The foregoing instrument was acknowledged before is d v day of , 2 _ byCP tk. ¢ l t d1.2 who is ovally known to a or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: APPLICATION APPROVED BY: (Revised 07/10/07) ,47,4-er-Art,c7 Plans Examiner Engineer Zoning JO. 2. 2009 12 :37PM (Y)[►31() 60' - Mxa1 Shores •Village Building Department /©050 N.E.Znd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Pert 'Type (circle): Building t Roofing &. ga /i Owner's Name (Fee Simple Titleholder) 9.L/tI r )'/9 Owner's Address 1 q L E, (i 5' City jilehamt Shoal s -state t zip g I 8 __ Term/Lessee N Phone # - Permit No Master Permit No. Phone # No•6011 P. 5 MC 1E EV • JUL 0 6 200 ' BY: ........ cPvta4- Job Address (where the work is being done) _Mgt KIE U s 'f City lYliam�Shc vlla� County_Ntiami, Dade ZIP —a, t93 FOLIO / PARCEL # ZOS C)1 Ott 10 Is Building Histotically Designated YES NO CDRti t r°9 Cnzol Y -NAB Contractor's Address tal slog �.1.S Cuy State V Le zip 33O Qualifier Name Ste] ij 1:SI Phone # 3C • S 1 State Certificate or Registration No_ Certificate of Competency No. Arch gitieer's Name (if applicable) Value of Work For this Permit $ Type of Work: DAddition Describe Work: l a Phone # Square / Linear Footage Of Work; New ❑ Repair/Replace oo ❑ volition IL ®6 PAS ' ................... Submittal F o e S " 0 4 0 / 0 Permit Fee $ �1 a #. �''ai .....at1 Fee S -�' Technology Fee S Radon 5 DPRR S .. . —ioiiimi $ Notary 5 Scanning S Bond 5 Code Enforcement 5 Structural Review. $ b'- Double Fee $ Total Fee Now Due S . 60 See Reverse side --> Jan.12. 2009 12:36PM 0 Bonding Company's Name Of applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Leader's Address City No.6077 P. 4 State Zip Application is hereby made to obtain a ,permit to do the work and installations as indicated. I certlf' that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this ,jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, ETC— OWNER'S A1F`I IDAVIT: I certify that all the foregoing information is mutate and that all work will be done in compliance with all applicable laws regulating construction and ding. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT; MAY RESULT It YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeeddng $2500, tke applicant must promise in good faith that a copy of the notice of man:entente:0 and conalruction lien law brochure will be delivered (o the person : whose property is surb/ect to aaachmerrs: Also, a cat*ed copy of the recorded notice of commencenent must be posted at the Job site • for the first tnepection which occurs seven (7) days after the building permit is rued In the absence of such posted notice, the inspection will be approved and a retncpection fse will be charged Signa Owner or Agent The foregoing i + :o kedged before me this day of Iy known to = or who as pry who is �.:, `�' produced tificatiou and who did take an oath. NOTARY PUB Print �t 'mm1SSiOn i ►. :, - "„m..,"F.xpireg tin 79,2 "11 : ma c My Commissi n pm Contractor The foregoing instrument was acinnow bef ° ...�� n, w 22 . b \ MitO of who is er4 own to r who has produced as identifoadon and who did take an oath. NOTARY PUB C: Sign: Print: My Cv�. #0D699895 a+*,.a* tits► era***** r r**fte w,rowway **** r. e«a,ef. +t****** i i "ioti�lFi r sitteUM APPLICATION APPROVED BY: (Revised O2issio ) Plans Examiner Engineer Zoning i Jul 13 09 11 :46a • J ub .1,2. 2009 12:3 &PM I P E R M I T t) z— i —I 1/ 1 TAX FOUo 1152.050t6 WI 0 STATE OF COUNTY OF �. NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby tiffs nodes that Improvements will be made to certain rest property, and le accordance with Chapter 713, Florida 5 provhiled in t Macke of Comirsencenienr. tattttes. the following Information Is 1. Legal descr}pu:on of property: General deastfpptjon of - 3, . Made Information g A Names & Interest in property: c. Name & Address of fee simple titleholder (if other than owner) 4. a. Connector's Name: ,l Ix Contractor's Addresc c. Telephone & Fax: 5. 8t Surety Nemec c. Telephone & Fax d. Amount of gond 6. a. Lender ('dame: b.f.-envier Addresst Telephone & Fax: LOT 4. B 1:11110 • 1 p.1 1 111111 11111 NI 11111 111111111111111 I11i FtN 2.be a9R:04-B459. DR ilk 26925 F's 2023; C l o s e RECORDED 07/O6/2009 15:18:55 HARVEY RUVIHr CLERK OF COURT MIAMI—DADE COUF1 Ys FLORIDA LAST PAGE ' Tid9 reserved lnr rrrst�w. SLIkulygdrit. Letrgdsy Legal attached Eirziminirxe r� .tea= "=- � � •�!�a S 7. persons within the State af Plod* (name de addresses) provided by Sectrer, 713.13(1H W74 Ronda Sr i Owner upon whaun notice; or other documents may be gyred as Address: Telephone & Fax S. In add'iti'on to himself or herself, owner designates the fcslfasw} 77I t3(t)(b) Florida Statutes: Address Telephone & Fax 4. Expiration pewter this Notice: rte on(s) m receire a _.. . Llen,or s N r D -idF,, cool' { , .:, i STATE A�`�a i jt it I f *Expires one year no J. WARNING TO OWN ANY PAYMENTS MADE COMMENCEMENT ARE CONSIDERED IMPROPER PA Na U , Y� �P TtRA ION OP HE NOTICE OF STATQ i�9a AND CAN RESULT IN YOUR PAYING t3, PART 1, RECTION 713.13. FLORIDA, COMMtc -es, LENT MUSTY SU BE TIN TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY. A NOTICE OF I a E TO OBTAIN RECORDED AND POSTED aN THE I0 SI't BEFORE THE FIRST tNSPEtGTION. IF YOU WO . TOO ... N FINANCING, CONSULT WITH YOUR LEP1Dri OR AN ATTORNEY BEFORE COMMENCING COMMENCEMENT. � S � din 5acrion N Q4 SYM14 �:� The forgo Sigrtature of Davy Pq Personally Known or Owner's Authorized CUJYVA/ CKflcer/DinactarlPa.rtnerlMan Titie/Ofiice ument was acknowledged before me this Z it dip ` , 20i` , tir for % d 1J ciTATZ OF State of Florida " + I a Ems a� �q OR Produced kIa pr fnk, r, :; , _�' k. 'r uncle of .E�Iot t/ Public catt'on Type of ID Produce T.usnArrri} NIG ' 1 RSiIANT To rev -rr.. 'Alder FLC)Et cra n ^2. Ey' ins and brat the facts stated in h are sue to the btu of my knowtedp and belief. Owner's-Authorized OfffterfDirectoriPertnetiffortager who signed abovePre De [ : 11 e We& -Qr r } } Turd Over for Instructions opal 1 cOLot Cc 5'30 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN DS FOR COMPON ND CLADDING IN RIOR ZONE 4 PRESSURES T) OR ZONE 5 PRESSURES Mean Roof Height DES - ne 4 ,,,;: Mean , Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area Sq Ft) -41)1 11 I 5)7i 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 25 30 35 0 -15 ft -50.4 +46.5 -49.2 +45.2 - 48.3 +44.4 -47.6 +43.7 -47.1 +43.1 -46.6 F +42,7 462 T +42.3r }46 .46 .9 +419 + X35.5.. t41 w;E ■ rT ` 0 -15 ft -62.2 +46.5 -59.8 +452 -58.0 +44.4 - 58.7 +43.7 -55.6 +43.1 -54.6 +42.7 - 53.8 +42.3 -53.1 +41.9 -52.5 +41.8 16 ft -51.1 +47.1 49.8 +45.9 -49.0 +45.0 48.3 +44.3 -47.7 +43.7 47,3 +43.3d- 463 +I442.9„ r- 4015 " - `+42.5 ' 45 L- +42.2 16 ft p 1' -63.1 +47.1 - 60.6 +45.9 - 58.8 +45.0 -57.5 +44.3 -58.3 +43.7 -55.4 +43.3 -54.6 +42.9 - 53.9 +42.5 -53.2 +42.2 18 ft -52.4 +48.3 -51.1 +47.0 -50.2 +46.1 49.5 + ,, 48.9 + : 48.4 +.< 48.0' ` -47.7 47.3 18 ft - 64.6 - 82.1 -60.3 - 58.9 . -57.8 -56.8 _ - 55.9 -552 + .6 -54.5 +43.2 ----t..: +44 2011 22 ft -53.5 +49.4 +50.4 22. +481 +49.0 - 51.3 +47.1 +48.1 -50.6 +46.4 - +47.4 4 -50 0 +45.8 - � - -, .-+49.5 a +45.3 "" - 50.5:.. +50.5 49.1 "+.. 9 . -501 -501 .4617 , +44 �7 +45.4 -48.4 T F 4 2trft" -66.1 +49.4 13.5 +48.1 - 61.6 +47.1 -602 +48.4 -59.0 +45.8 - 58.1 +45.3 -57.2 +44.9 -58.4 +44.5 -49.4 +45.1 _ �ft - 67.4 +50.4 .. " . +49.0 +48.1 +47.4 , � +46.8 _ • +46.3 _,;.� +45.8 - • +45.4 -56.9 +45.1 24 ft - 55.6 +51.3 - 54.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 - 50.3 +45.9 24 ft -68.7 +51.3 -66.0 +49.9 -64.1 +49.0 - 62.6 +48.2 - 61.4 +47.6 -60.3 +47.1 - 59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft -56.6 +52.2 -552 +50.8 -54.2 +49.8 -53.5 +491 - 52.9 +48.4 -52.3 +47.9 - 51.9 +47.5 -51.5 +47.1 - 51.1 +46.7 26 ft -69.8 +522 - 67.1 +50,8 -65.1 +49.8 -63.6 +49.1 -62.4 +48,4 , 11.4 +47.9 :-60.4 +473 ! -59.6 +471 -58.9 +46.7 28 ft -57.5 +53.0 -56.1 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 +492 -53.2 +48.7 -52.7 +482 - 52.3 +47.8 -51.9 +47.4 ft -70.9 +53.0 -68.2 +51.8 - 662 +50.8 - 64.6 +493 -63.4 :+492 '62.3 +48.7 431.4 +46.2 ',, -60.6 +47.8 -59.9 +47.4 30 ft -58.3 +53.8 - 56.9 +52.3 -55.9 +51.3 -55.1 +50.8 -54.5 +49.9 -53.9 +49.4 - 53.5 +48.9 -53.1 +48.5 -52.7 +48.1 ft -72.0 +53.8 -692 +52.3 -67.1 +51.3 -65.6 +50.6 -64.3 +49.9 -632 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -59.1 +54.5 -577 +53.1 - 58.7 +52.0 -55.9 +51.3 -552 +50.6 -54.7 +50.1 -54.2 +49.6 -53.8 +49.2 -53.4 +48.8 32 ft -73.0 +54.5 -70.1 +53.1 - 68.1 +52.0 -66.5 +51.3 - 652 +50.6 -641 +50.1 -53.1 +49.6 -62.3 +492 -61.6 +48.8 ft -59.9 +552 -58.4 +53.7 - 57.4 +52.7 58.6 +51.9 55.9 +51.3 55.4 +50.7 54.9 +502 -54.5 +49.8 -54.1 +49.4 ft -73.9 +552 -71.0 +53.7 -68.9 +52.7 17.3 +51.9 -66.0 +51.3 -64 9 +50.7 -64.0 +502 - 63.1 +49.8 -82.4 +49.4 ft -60.6 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 56.6 +51.9 56.1 +51.3 - 55.6 +50.8 55.1 +50.4 54.8 +50.0 ft -74.8 +55.9 - 71.9 +54.4 -69.8 +53.3 -68.1 +52.5 -66.8 +51.9 - 65.7 +51.3 - 64.7 +50.8 -63.9 +50.4 -63.1 +50.0 �ft 51.3 +56.5 -59.8 +55.0 - 58.7 +54.0 57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -562 +51.4 -55.8 +51.0 -55.4 +50.6 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 -68.9 +53.1 57.6 +52.5 -68.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +525: - 56.8 +52.0 56.4 +51.5 -56.0 +511 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 - 69.7 +53.7 -68.3 +53.0 -672 +52.5 -66.2 +52.0 - 65.3 +51.5 -64.5 +51.1 42ft 12.6 .,.57.7 - 61.1 +56.2 -60.0 +55.1 -592 +54.3 -58.5 +53.6 - 57.9 +53.0' 57.4: +52.5 :- 57.0 = +521' - 56.6. +51.7_ ;. 42 ft -77.3 +577 -742 +562 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 - 66.9 +52.5 - 66.0 +52.1 -652 +51.7 44 ft - 632 +58.3 -61.7 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +522 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 - 69.7 +54.1 - 68.5 +53.5 -67.5 +53.0 - 66.6 +52.6 -65.8 +52.2 48 ft -63.8 +58.8 -62.3 +57.3 -61.2 +56.2 -60.3 +55.3 -59.6 +54.6 -59.0 ` +54.0 •8.5 +53.5 -58.1 +53.1 •57.7 +527 48 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 +55.3 -70.4 +54.6 - 892 +54.0 -68.2 +53.5 -67.3 +53.1 -66.6 +52.7 48 ft - 64.4. +59.4 -62.8 +57.8 -61.7 +58.7 - 60.8 +55.8 - 60.1 +55.1 -59.6 +54.5' -59.0 +54.0 -58.6 +53.6' -582 +53.1 48 It -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 - 68.8 +54.0 -67.9 +53.6 17.1 +53.1 50 ft - 64.9 +59.9 -63.4 +58.3 12.2 +572 11.4 +56.3 -60.7 +55.6 10.1` +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -65.5 +80.4 -63.9 +58.8 -62.8 +57.6 - 61.9 +56.8 -61.2 +56.1 -60.6 +55.4 -60.0 +54.9 - 59.6 +54.5 -59.2 +54.0 5211 -80.8 +80.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 - 69.9 +54.9 -69.0 +54.5 -68.2 +54.0 54 ft -66.0 +60.8 -64.4 +59.2 - 83.3 +58.1 -62.4 +572 -61.7 +56.5 - 61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 54 ft -81.5 +603 -78.3 +592 -76.0 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.6 +54.9 -68.7 +54.5 56 ft - 68.5 +61.3 -64.9 +59.7 - 83.7 +58.5 - 62.9 +57.7 -82.1 +56.9 -81.5 +56.3 -61.0 +55.8 -60.5 +55.3 -80.1 +543 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -89.3 +54.9 ft - 67.5 +622 - 65.8 +60.6 -64.7 +59.4 13.8 +58.5 -63.0 +57.8 -62.4 +57.1 11.9 +56.6 -61.4 +56.1 - 61.0 +55.7 ft - 83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 WIND VELOC 146 MPH \ MRH =O -60' EXPOSUR INSTRUCTIONS FOR TABLE USE: BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDTITON;OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS RE}QUIRED,F(1R,USE WITH THESE TABLES. 2. FOR SITUATIONS,' THAT REQUIRE Kd =3.0 TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLQPES,•R6DUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED, BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE TH)t PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE MI6 TRIBUTARY AREA flF THE (SPENXNG IN QUESTION (HEIGHT *WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT: / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNO BE,ID k, BE USED. ALWAYS ROUND 11 TRIBUTARY AREAS THAN PUIBI 8. IDENTIFY THE ZONE OF THE FIGURE OR INFORMATI CONSIDERED THE MORE 9. READ OFF POSITIVE AN MUNICIPALITY IN ACCORDAN GENERAL NOTES: 1. THESE CHARTS ARE NrybT9 VALID WHEN SIGNED & RATS = 2. THIS SPECIFICATION (IS NTENf�FC�TD USE OF THESE TABLES AND- 0I�RSPOND,7NG COEFFICIENTS LISTED HEJ 5N 1/1LLBE `DICTA BUILDING DEPARTMENT A ITW R VALUE USE IS OFFERED HE 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE .3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VAUD FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 ((DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADH 6. NO 7. ECC PT A�6)CPRE554Y PROVIE7'ED HEREIN 1!! �i�i�°� �(' l/�� OR AFFI CAL (10 SQUARE FEET) SHALL SSER TABLE VALUE. FOR LARGER LISHED VALUE. NE 4) OR EXTERIOR (ZONE 5) PER ABLE OPENING IS TO BE SE AS REQUIRED BY THE LOCAL C E D D VELO D AND WARRA NG. THESE TABLES ARE ONLY 0, P.E. N WIND PRESSURES AS LISTED. EXPOSURE, AND OTHER FIED BY THE GOVERNING FOR APPLICABILITY OF TABLE R IS SMALLER, BUT N ZO LESS THAN 4% OF LEAST E 5IFAT-_c Y' QUESTI• PEAK ROOF HEIGHT MEAN ROOF HEIGHT c 0 8 m REMARKS !NIT ISSUE REVISE FOR 07 FBC CL TSB CHKD FLB FLB DATE 04/19/06 02/23/09 2007 FLORIDA BUILDING C THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E 'ALTERATIONS, ADDMONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTTFlCATION. ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 49885 z 0 0 O T T ES, FL 33138 IE DELETING OPENING DELETING/. MCMIEWM la AUG 1 7 2009 PRODUCT # W tf ROLL UP 1 36 50 ROLL UP 2 36 50 ROLL UP 3 24 50 ROLL UP 4 36 50 ROLL UP 5 36 50 ROLL UP 6 36 50 ROLL UP 7 36 50 ALUM PANEL 8 28 26 ROLL UP 9 62 �5 PER IT - WSOc- 1114 Miami Shores Villa ,e APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS TOWN & COUNTRY INDUSTRIES INC 400 WEST MCNAB ROAD FT.LAUDERDALE, FL 33309 Shutter Product Approval Authorization Form Date: 7/3/2009 Municipality: MIAMI SHORES Building Official: MIAMI SHORES Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: 0.050" Aluminum Storm Panels Shutter 05- 0713.03 This letter authorizes STORMWISE SOUTH FLORIDA to use the above mentioned product at the following job: Name: MALMSTEEN, YNGWIE Address: 1009 NE 94 ST City, State, Zip: MIAMI SHORES, FL 33138 Sincerely, Storm Wise Solutions, INC Permitting Department ENIS GASCON 1. This form must accompany the application for the building permits and shall become part of the permit documents. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Town & Country Industries, Inc. 400 West McNab Road Ft. Lauderdale, Florida 33309 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.eom SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and aecepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been design o .ly with the High Velocity Hurricane Zone of the Florida Building Code. ESCRIPTION: 0.050" (min.) Aluminum Storm Panels Shutt ! L. T: 13 ing Ne 95=x, e. 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 03- 0421.13 & consists of this page 1, evidence submitted pages E -1 and E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. /0`200 d NOA No 05 -07fS, Expiration Date: 11/16/20 Approval Date: 02/16/20 Paai 03 0 Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0809.03 A. DRAWINGS: • 1. Drawing Number 00 -159, titled " 0.050" Aluminum Storm Panel", sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E. . TESTS: Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform. Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00 -028 dated 06/28/2000, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 10/26/2000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004 -H34 by Jupiter Aluminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 592F dated 06/26/2000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMI'1°1'ED UNDER PREVIOUS APPROVAL # 03- 0421.13 A. DRAWINGS 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. . TESTS 1. None. C. CALCULATIONS 1. None. E -1 TI N• �l L��Gs"�. --- Helmy A. Makar, P. E. Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 Town & Country. Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton - Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CER'1'1141CATIONS 1. None. E -2 ile.z.a 4 Heim Y A. A Makar, P. E. , Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 E U 8 8 LABEL "LOCATION 2.02" 1.05" (TYP.) 1.01' 1.05" MIN. ).07" o O 1.17" N \ 2.02" 2.250" , .062" .060 "3.00" MAX 2.250" SEE NOTE No. 10 .07" 000 "COVERAGE L HALF STORM PANEL P. m[062" 094" I b L .125 " 375 I Ni °,O ••I < 25 2.00" MIN. 5.00" MAX. .. 2 020" ._ _ 0" 1/4 -20 MACHINE SCREW 12" 0.C.ISTUD DIRECTION MAY-, BE REVERSED) L, 125". TYP. of 1/4 -20 MACHINE CREW 812" 0.C.ISTUO DIRECTION MAY-" BE REVERSED)° .091" TYP. O°h° HEADER O °U° HEADER 3a BUILD -OUT 9? HEADER O STUD ANGLE O STUD ANGLE SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" 1/4 -20 MACHINE 125" TYP. SCREW p12- D.C.(STUD p .375" R DIRECTION MAY .-- BE REVERSED 1.525" 886" .524" 090" 1.215 090" 0" MAX. SYM. 1543,,fP P `215V .090" 060" 315" R 3.385" MAX. .092" .177" (TYP. ._ 150" 215 "6 s 700" .376" 376" .190'l /, .190' l r'313 .452 ")655 "1' 465'1555" l ‘RI i 0.090" (TYP.) X377" ANGLE OC -TRACK (FINISH) 6e C -TRACK O BUILD -OUT F -TRACK SCALE : 3" = 1' -0" SCALE , HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE GENERAL NOTES; T E ( 1. WITH THE PRpOVISION SETT FOR THE ISSUANCE OF SHUTTER OF ACCEPTANCE NCE (0 41 BY ZONEC(HVHZI OPRODUCT E LCONTROL I 1001NIG (CODE 2004. 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION PACTOR Cd 31.6 WAS USED FOR WOOD LAG SCREW DESIGN. E C� 3. THESE DOCUMENTS IM ACCORDANCE NEGATIVE GOVERNING CODE AND GOVRERNING WIND VELOCITY. 4. FOR 3 TEPSPECIFIC APPLICApTIION OIF�� THISESHUTTER SYSTEM CLUDE INFORMATION 5. OF THE 0008(06 ADMINISTRATIVE CIIDESHALL COMPLY WITH CHAPTER 61015 -23 F° TRACK SCALE :HALF SIZE 440" .88' o� H (20 OR 2.00" 563 "0 GALV. STEEL GR Uti) AL LEG °F° ANGLE - TRAC SCALE : HALF SIZE 1/4" MAX..' 6 PRERE N SAND 1115 CONTRACTOR VER FTESETWAT 1 00 XILS I'CMON�ITRUCCTU E DIOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THEE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ATDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APP OVAL OOCUMEN 5. THAT SITE SPECIFIC DOCUMENTS BE PIERA111013, 8' 801051900FBFIFCIAL MApY EL0EECiEONEOF THOS 00000WIN5 DPTTIEOENS:BOC�,�yUUNIENTS, THIE, A) REQUIRE 9 SEALED 690(0000 LICENSED ENGINEER ASO4 00901(09 10 THE BBqUIpLDIN7 O78 ICIAL DE 8WIH SECURED FROM THE MI ;AEMII- 0ADEECOUNJTIY PR000 CT 0091900 DIVISIOFNR AND ZONE AREAS 0NLY OPTION V8 TSHALLC86 ACCEPTED BY16HE OUILLIDING OFPICIAL. 9, PR�NO�DUl�CT MARKINGS SHALL BE WITHIN 12" OF ONE END 00 THE PANEL WITH A MAINIFQUM00J5 NE MARKING PER PANEL AND 5NALL 8E PERMANENTLY LABELED 5 L TOWN & COUNTRY INDUSTRIES, INC. FT. LAUD FL 11'' MIAMI -DADS COUNTY PROD APPROVED 10. FOLLOWING MINIMUM THICKNESS 490 MECHANICAL PROPERTIESALNNMINAL ■0 050' 11, ALL EXTRUSIONS SHALL BE 6063 -76 ALUMINUM ALLOY, U.O.N 12.ALL BOLTS ANO WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. E L 13.0(01410. 046600EMAY 8ESMOUNTED HORIZ IONTARLLY WHERE APPLICABLE CONDITIONS FOR "h" 490 "U" HEADE3 MOUNTING 009011ION5, ax. S SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION WIDTH UNLIMITED- -1 (PERPENDICULAR TO PANEL SPAN) TYPICAL SECTIONS TYP TTOM GN LOAD LESS THAN OR EQUAL TO 110 P.S.F. &Cal 8" 0.0. FOR DESIGN LOADS GREATER THAN 110 P.S.F. )SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) KEYHO QWASHER SCALE : HALF SIZE ALUM. ANGLE EXISTING CONCRETE, CLOSURE PIECE HOLLOW BLOCK OR " x 2" x 0125 2" 5" MIN. MAX. W000 FRAMING. 2" x 5" x 0.125" . TRAP MOUNT CLOSURE DETAIL SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE CLEARANCE BETWEEN % /7-SHUTTER THE SHUTTER AND WALL 3° MAX ALUM. ANGLE -BUILD -OUT CLOSURE PIECE DISTANCE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX 1/4" MAX. XISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR scrim. BASED ON TYPE OF STRUCTURE "-FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & 8" O.C. FOR DESIGN LOADS GREATER • THAN 110 P.S.F. (SEE ANCHOR a SCHED. FOR ANY ACCEPTABLE W ANCHOR) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 5CHE0. BASED ON TYPE OF STRUC. BUILD -OUT MOUNT CLOSURE DETAIL 1/4" 7-MAX. 4 • ,650 "0 - _-- .-K6Y HOLE SLOT MOUNT TYPICAL VERTICAL ELEVATION 1/4" = 1' - 0" Z EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" = 1' -0" PRODUCT REVISED ea complying %WI theFloo1da ARedding No oS -O ?.03 889183d= Dam " 0 By M Dade 0118139 /[? 6 1°- U °"'__ 06/29/2005 liars°: ey ; AS NOTED MCS ° NWI awtr 05 -353 sheet 1 of 6 a: EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN EXISTING GLAZING CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTON _ -1/4" MAX. SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING GLAZING SEE MIN. STORM P AN E L SEPARATIO N FROM GLAS S TABLE 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. C CONNECTION TYPE SPACING REFERENCE ANCHOR \-- EXISTING CONCRETE, SCHEDULE FOR MAX. HOLLOW BLOCK OR PACING WOOD FRAMING - SPAN SCHEDULE - TABL EXISTING GLAZING -1/4" MAX. u to /2" 2" OWALL MOUNT T SE SCALE: 3" NNECTION TYPE EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING EDG 1. I' mem.4 /. ■nom _.-...! i I CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" \ MAX. 41 41 Z-1 aF 0141 I- J OPTIONAL LEG DIRECTION ,-C3 CONNECTION TYPE r-C1 ONNECTION TYPE REFCERENCE ANCHOR SCHEDULE SPACING FOR MAX. Q. ED. 0/-1/4" MAX. w w .1 a' _ H 0 0 2 V) xZ roQ E d JN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 4 a MAY BE EVERSED EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING OPT ONAL LEG DIRECTION EXISTING GLAZING MAX. C2 CONNECTION TYPE REFERENCE "ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING ITYP. TOP AND BOTTOM �- C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 81 1/4" MAX: STORM PANEL SEPARATION FROM GLASS TABLE 2 OPTIONAL TOP MOUNTING 1/4 -20 MACHINE BOLT WITH LOCK NUT Cd 12" 0.C. (TYP. TOP & BOTTOM) ©BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2— DETAIL ® PPASS THRU SEC.) ANCHOR SCHEDULE 1 /L "01TW (CONC.) OR MIN. (BLOCK) EMBEDMENT CONc. O. 851) TAPCON 1-1/4" HOUOW BLOC 1/4 "0 POWERS CALK -IN W/ 7/e` EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW CON[ Z35 no 1 /4 "0x MIN. 2 -1/2` LONG WOOD LAG SCREW EMBEDMENT MINIMUM SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN W003 12" 4" 7" 12" 1/4" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR X\ SCHEDULE FOR MAX. SPACING 61 CEILING/FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" I- 0 W THREE 1/4 "0x MIN. 4." LONG WOOD LAG SCREWS Cal 24" 0.4. MAX. WITH 1 -3/4" EMBEDMENT INTO W000 MEMBER EMBEDMENT 2" x 5" x 1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT - - -- MAX. MAX X 1/4 "03 THRU BOLTS W/ LOCK NUT Cal 12" 0.C. - FASTENER, SEE DETAIL ©ANCHOR SCHEDULE, FOR MAX. SPACING TWO 2" x S" x 1/8" C7 CONNECTON TYPE ALUM. ANGLE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE, HOLLOW .BLOCK OR WOOD - FRAMING. SEE DETAIL© -- E O°PASS THRU° SECTION SCALE; 3" = 1' - 0" M #14x 3/4" TEK SCREW IC8 12" 0.C. a BETWEEN roN r TRUSSES a w EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 z a E 0 44 w w= N W N x Z Ea J N FASTENER Cal 6" O.C. OR @ 12" 0 C. ,BUT 00 NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING © °P TRACK/DIRECT MOUNT SECTION SCALE: 3" = 1' - 0" 1 -1/2' 1 -1/2" -WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE --EXISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" ' MAX. EE MIN. STORM PANEL 5E0. FROM GLASS TABLE 2 EXISTING (GLAZING CEILIN MOUNT / BUILD OUT SECTION F SCALE: 3" = 1' - 0" PRODUCT REVISED as complying 0Hh the Florida Raiding ave oos- o7!3.D3 MORON Spate JPtW.L o) o nava •.Cma.wt V.J. Knezevich Aorevmrel - •mee �°eb 06/29/20051 AS NOM �I' MCR 05 -353 j sheet 2 Of 61 WOOD ROOF TRUSS OR- FRAMING MEMBER- EXISTING STUCCO FINISH OR PLYWOOD SOFFIT EXISTING GLAZIN /2"1 -1/2 ONE 1/4"0x MIN. 5" LONG W000 LAG SCREWS 24" 0.0. MAX. WITH -1/2" EMBEDMENT INTO WOOD MEMBER I- TWO 1 /4 "Ax MIN. 4" LONG w WOOD LAG SCREWS Z @ 24" 0.C. MAX. WITH o 2 -1/2 " EMBEDMENT INTO WOOD MEMBER 1 "x4" OR 1" x 6" 062" CONT. ALUM TUBE 16063 -T6I GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 SEE MIN. STORM PANEL SEP. FROM GLASS TABLE 2 014 x 3/4" TEK SCREW @ 12" 0.C. BETWEEN TRUSSES 2" x 5" x 1/8" CONT. ALUM. STUDDED ANGLE W/ 1/4 -20 STUOS (ta 12" 0.C. XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING OBUILD -DOWN / BUILD -OUT SECTION SCALE: 3" = 1' - 0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING w 0 0, N DETAIL L C1 CONNECTION TYPE "EM REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING CONCRETE. SPACING HOLLOW BLOCK OR WOOD FRAMING NOTE USE OF DETAIL SHALL BE -IN CONJUNCTION WITH AN ° h • HEADER OR ° U • HEADER TOP MOUNT OC -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0 1/2" PLYWOOD EXISTING GLAZING a m s , 3 "'� EMBEDMEN CS CONNECTION TYPE USE 1/4" WOOD LAG SCREW OR 1/4" 0400 - MALE /FEMALE PANELMATE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING SPACING WOOD FRAMIN CONT. 3" x OR 4" x WOOD FRAMING REQUIRED EE MIN. STORM PANEL SEP. FRO GLASS TABLE 2 1/4" ,MAX. am as H ▪ EMBEDMEN ;� o w 1—: rg 1- o VI ° �••� - - _M___ w TWO 1 /4 "Ox MIN. 4" LONG STAINLESS STEEL W000 LAG SCREWS 024" 0.0 MAX. WITH 1 -3/4" MIN. EMBEDMENT INTO EXISTING STUDS 1"x4 "x1 /8" x CONT. ALUM. TUBE 014 x 3/4" TEK SCREW @ 8" O.C. *1/4" MAX. TWO 1/4 "0x MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 1 -3/4" MIN. EMBEDMEN IN CENTER OF STUDS 2" x 6" P.T. CONT. WOOD BLOCKIN EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 -1/4" MAX. \- 1/4 "00 MIN. 2 -1/2" LONG STAINLESS STEEL WOOD LAG SCREW @ 12" O.C. W/ 1 -3/4" EMBEDMENT INTO WOOD BLOCKING ®CEILING/BUILD -OUT MOUNT SECTION V SCALE: 3 " =1' -0" USE®OR 6a WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD TO LOCK STRAP IN PLACE USE A THUMB 3IwJ SCREW OR A TRUSS zJJ HEAD BOLT wluy z 0 u w J 40 1/4" MAX. NNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OBUILD- OUT/FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" 1/2" 0.D. x 1/4" I.D. x 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT ITYP. 1/16" MIN. 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD /16" I.O. AND 1/2" 0.0. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED/ OC -TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE FINAL LOCATION OF STUD OC -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. PRODUCT REVISED asmarplying MEI16aFTNW Acorn ace No 07 -07 3. 03 EaplraGaa OOW Wit 1/' O ( O BY 1" .a•C0ah'OI atrial= sde 413 AS NOTED dnvin MCA 05-353 1 sheet 3 of 6 E EXISTING WOOD FRAMING EMBEDMENT EXISTING GLAZING � CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING MAX. r.. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING EMB 1x2 x 0.055" 6063 -16 2 4" ALUM. TUBE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN \ EXISTING CONCRETE. i HOLLOW BLOCK OR WOOD FRAMING NON- STRUCTURAL FINISH MATERIAL BRICK OR WOOD CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. /2" SPACING 1/4" MAX. -1/4" MAX. SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 -I° 1/4" MAX. 1/4 -20 S.S. BOLT & NUT [d 11" O.C. 2 "x5 "x1/8" CONT. ALUM. ANGLE C3 CONNECTION TYPE REFERENCE ANCHOR -ET-SPACING FOR MAX. E SPACING EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING O WOOD CEILING/ INSIDE MOUNT SECTION SCALE: 3" = 1' -0" EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS, TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING— - EXISTING GLAZING Erir ' C1 CONNECTION TYPE REFERENCE ANCHOR b .SCHEDULE FOR MAX. SPACING h EMB 2 "x 2' 2 "x 4' 2 "x 5' x 0.055" 6063 -T6 ALUM. TUBE 5" LONG HANDLE RIVETED TO PANEL 1/4" MAX. 1/4" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OWALL MOUNT SECTION SCALE: 3" = 1' - 0" CONCRETE ©WALL MOUNT/ BUILD OUT SECTION SCALE: 3 "= 1'- 0" NON- STRUCTURAL FINISH MATERIAL 1/4 -20 S.S. BOLT & BOLT & WINGNUT 24" O.C. (TYP.)- 20 GAGE STEEL BENT PLATE OR2 "x2 "x1/8 ANGLE -T6 ALUM. PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL. AND FASTEN WINGNUTS FROM THE INSIDE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN 3/8 "0 HOLE FOR FASTENING PANEL EXISTING BAY WINDOW 1/4 -20 S.S. BOLT & BOLT & WINGNU (al 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR2 "x2 "x1/8" 6063 -T6 ALUM. BENT PLATE—' ®TYP. EXISTING HOLLOW BLOCK 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT (d 12" O.C. (CONNECTS TO ADJACENT PANEL) (MAX PANEL HEIGHT o T' - 4• & MAX. DESIGN LOAD ±72.00 O INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" 1" OVERLAP MAX. ® TYPICAL CORNER CLOSURE DETAILS (PUN) SCALE: 1 -1/2" = 1' -0" WALL MOUNTED 5" x 2" x 1/8" x CONT. STUDDED ANGLE (SEE SECTION T) 2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP. BOTH.SIDESL. - OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. DETAI S ®& OT NOTE THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. PRODUCT REVISED aec mpigingwiththe Haifa Acceptance oo05- 07!3.03 ExptraN W DatearOgZe f D PEami Dade psi r. sheet 4 of 6 I °o ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS SPANS m II.... ANCHOR TYPE LOAD v.../) P.S.F. MAX. MIN. 2° EDGE DISTANCE IN. 3' EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) - ANS UP TO SP • ..: UP TO 12'_0•• (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION (SEE NOTE C1 C2 C3 TYPE 3) C4 05 CONNECTION (SEE 0 1 [ C 2 NOTE C3 TYPE 3) C4 05 CONNECTION TYPE (SEE NOTE 3) Cl C2 C3 C4 C5 CONNECTION C1 (SEE NOTE C2,C3 TYPE 3 C4 C5 CONNECTION (SEE Cl C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 TYPE NOTE 3) C3 C4 CS 6 iIIm()itiii00BOOB\ }L ;'-'t."1,-1741.4. TAP[ON W/ EMBEDMENT DON. 3.192 P,AL ammo* 43.0 14 14 14 14 14 14 14 14 12 10 14 14 8 m®fliUD!!� 8 7 14 14 14 14 14 14 14 14 14 14 14 14 12 14 14 8 10 9 50.0 14 m 14 14 14 ®® ®® 12 10 9 14 14 12 12 10 14 14 6 0 7 72.0 84.0 150.0 14 14 ®moem 14 ®m 5 7 ©0© 6 12 3 12 3 ©enzu © 14 !1P4� i(J 14 9 10 Q 14 14 14 14 6 4 , 8 7 14 12 3 6 5 ' 7 6 14 12 6 ' 5 15 6 14 �O�E 72.0 84.0 11 9 111 L wAs in�y T�Ag m 14 12 3 6 5 14 3 6 5 14 12 6 $ I * ' I1n111`I I 43.0 ' i AEA! p/y /��CJ E1�50.0 �"i�mmm /I A.00,1 /,.I / , I 14 14 14 14 12 14 11 10 8 14 14 7 50.0 ASV ��� /A , / A�___ 7 9 7 12 © 6 5 V4 "0 POWERS CALK -IN 1/4- 20 STAINLESS STEEL MACHINE SCREW 000P . CO. .iiRI9 72.0 I Azroo Are, Am; /'I/A 14' 14 . 5 9 7 6 12 3 6 '� 3 84.0 '��� �s/OOH���/ i���„ ' / r p ' //I�j�/��® 10 m' 5 4 3 9 9 7 /�� 3 3 9 150.0 /7 ICl//. Vi% �/�C�p��/���/�����0 /"aI/I%It7/.I/i///NNE:11Q%a7©E1E1 /� ���� 4 7 /Ii7 CONCRET 7r e1111111111RIN1N11NN111 43.0 50.0 12 12 12 12 12 12 12 12 11 10 12 12 6 3 7 12 12 12 12 12 12 12 12 12 12 12 12 8 10 110 IM %NR1%4> MALE ELCO MALE/ / 1 -7/8" MIN. EMBED. & 4 -20 MACHINESCREW WITH NUT 12 12 12 12 12 8 12 12 12 19 10 8 12 12 4 ' 7 6 12 12 12 : 12 12 12 12 12 12 10 12 12 6 9 7 72.0 12 12 ' 9 10 12 4 , 7 5 S 12 12 9 ✓ 5 4 12 12 12 12 10 12 12 5 1 8 : 7 12 12 3 6 1 5 84.0 150.0 12 12 - 3 6 9 5 4 12 12 8 10 9 12 12 4 1 7! b 12 12 3 6 5 12 9 �/ 5 4 12 9 5 4 12 9 5 4 12 12 3 6 5 12 12 3 6 5 12 12 3 6 5 0 9 1/4 "0 01.00 CRETE FLEX W64E0,E7mm® �. ,.. ......,. 4 3 . 0 ELL 1 4 1 4 1 4 14 1 4 ® 1 4 14 1 4 14 1 4 14 1 4 1 4 1 4 1 4 1 4 5 1 2 1 0 1 4 1 4 1 4 1 4 1 4 1 4 4 1 4 1 4 1 4 1 4 9,14 12 12 :14 12 14 14 6 12 3 10 8 14 4 4 14 14 14 13 14 14 14 6 12 10 inni ®14 12 ® 12 14 ® 14 ©m0 ©OD®®© 14 7 7 6 6 14 14 '4 �4 14 14 14 6 12 9 14 4 9 7 1 9 14 12 7 14 14 1• 5 10 8 14 1. 9 7 150.0 14 12 , 3 7 6 14 12 3 7 6 14 12 7 6 14 13 4 9 13 4 9 7 14 13 4 9 7 ii imiiiio,iti iiKiiiiii >. 1/4 "0 0400 TAP[ON W/ 1 -1/2" MIN. EMBEDMENT 43.0 14 14 14 14 12 14 ' 14 10 10 8 13 13 7 6 14 14 14 14 14 14 14 12 13 10 14 14 5 9 7 50.0 1414143 '1 10 14 14 6 9 7 11, 11� 6 5 14141414131414 8 11 9 1414 4 8 6, 72.0 84.0 14 14 14 _ 14'/4 6 1 9 7 11 11 3 6 5 8 6 4 4 3 14 14 8: 11 9 14 14 3 7 6 10 8'1 5 4 7 6 9 9 ' 5 ©13/ :�� fARIUmm/ EMEIE� /�� MEFF 5 4 .�' 3 .i. P,SI iJJA RM �f 4 3 87 66 A0©YYI/IflEIEXIM /�� EIEIE AELEIMIEIN , 5 4 HOLLOW CONCRETE BLOCK , sim00liii \Aiii0�i00, 4"0ITW TAPCON W/ 7 -t/4" MIN. EMBEDMENT 43.0 50.0 14 14.14 8 7 EEE+j 5 ®�IiI 9 9 1. UD ® ®� a© 4 13 13 13 gm� 16 14' 8, 7 10 7 10 4 6 4 7 3 72.0 9 0����� 3. 5 4 6 nom 3% © ©��J A', 10 4 6 4 7 ✓� 4 3 S ��� El" 7 E1I% ©E1E1E1 61EIE A ,VAIN EIEMEEIEM EIr sm'EEEIV/�i,���'©iMEITA 1 //I E�Ei//�� WAIT EIrM� ©r 150.0 4 Amiiaiyi%III%//�.IIIramir/ I�I�/ r�I A%'/'i��ii �D�% %IT/%.DI ��gi I%/.%/ I�/ l /'/�%I%/%�I�/��©��EaEi____i0/©% /iyy//II / /','�'IpCe�D'/�a %/.� 2M// � Ai/ %/,� // * 111WERS 43.0 A%/ ,ii Af �3j��� 50.0 C' 1/4"0 POWERS CALK -IN 1//6 77088 "TAMIB�IE, as STEEL MACHI�E SCREW 72 -0 1�� a i . ni'� 84.0 �I// Ar%l I �� /����L / dr /M'Y. I / / /�IU'�I'��EforOM�C�OILI /J�rAI/IWN//I%J P 11 10 7 © / 11 pi 10 5 ©%E�I/I 5 4 33y'EI�� �, ©eAra'a0E✓•I/ 12 12 12 12 I ©'/'/1EINEIUMMaro 12 11 9 12 10 8 S 7 5 ©000UV r .IMEIVI%/%/.V 12 12 9 8 12 12 5 7 10 10 1 4 0 6 5 4 3 / � ��OY/L 12 12 3 5 4 10 10 5 4 / 7 5 3 3 7 © A3 3 150.0 ie *-11110113 UNIDNINU-- 43.0 50.0 12 12 12 , 12 - 12 10 8 8 7 12 12 12 12 8 7 5 51IE6� 5 5 1 N%NUN%W.9 1 .. ELCO MALE! W/ 1-1/4" EMBED & 1/4 -20 MACHINE SCREW WITH NUT 72 0 12 12 p12 EIYEijOA0p ® / M© © 84.0 150.0 7 BE 3•/ 7 5 7 5 4 3 7 5/ 3 3 7 5 3 3 7 5 3 3 1 /4 "0/ /LICO /[ZF"EMIENFLEX EMBEDMENT 43.016 14 11 14 14 12 12 4 7 r 14 14 14 14 11 14114 9 t 8 13 13 4 7 5 50.0 14 14 14 12 9 14 14 6 8 fl 11 11 3 6 14 14 14 12 9 14 14 8 6 11 11 3 6 4 72.0 14 14 6 8 6 10 10 5 4 8 6 re 4 3 14 14 6 8 6 11 11 ©5 4 8 6 4 3 84.0 13 13 4 7 5 9 9 /3 4: 4 8 6 7i// 4 3 13 13 4 7 5 9 9 5 4 8 6 Call/ 4 3 150.0 8 6 / 4 3 8 6 4 3 8 . 6 6 3 8 6 ./ 4 3 / 8 6 4 3 8 6 4 3 1,00"ii)iiitiFiitdi(ii. i/4 "0 ELM TAPCON 54/ 1 -1/4" MIN. EMBEDMENT 43.0 50.0 14 14 13 ®®EI�©EIE113E1rA��Mp�Ifij 14 10 8 11 11 . 7 5 8 8 A 14 14 10 14 14 9 7 10 10 3 6 i 5 �13 E51 p4 I1I4� `I® 12 7:E6� 81 5 4 72'0 84.0 9 E /�j C'IE RE1�� �81 ry4I �I©©laEl%/.EIMEMEMMEIOEMEINEI IEJEINEI 3 ©SEIE' NEIRCI ! IEKIlJE1IY//IP1�N, 3 '1tii�EYt//��IIiE©ii�e4 150.0 A: 5 iI��©, / �p// I�© II EI' M�iIDIIEIiii�L 4 3 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUI' 6! FOR VA_RICIU nESIEE 185825 AND SPANS ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN 3/4' EDGE DIST '1 SPANS UP T. 6•_0,. (SEE NOTE 1) -'''=' •^ ^ ..x-15 8'_8,• (SEE NOTE 1) UP TO 12•_0" (SEE NOTE 1 CONNECTION C1 WEE NOTE C21C3 TYPE 3) C4fC5 CONNECTION 01 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C11C2 TYPE NOTE 3 C3 04105 Ci 0 2" MIN. 43.0 50.0 14 14 141I 14 13112 14 14 14 9 8 14114 9 6 6 1, 1l4.0 x MIN 3" LONG SAM S. W/ trA 2" EM O.SHHAR PARALLEL OR PERP. TO WOOD GRAIN 14 14 11110 14 14 14 8 7 14 14 7 5 5 72.0 14 14 14 8 7 14 14 6 5 5 14 14 4 4 3 84,0 14 14 9 7 6 14 14 14 14.4 5 14 14 4 4 3 150.0 14 14 4 4 3 �� 14 14 4 ' 4 3 ekillll11111`V 7/16 "9 54000 BUSHING 1/4 -20 STMIN4 E55 STEEL 43.0 14 14 14 /, A 13 13' 7 I�� . 9 9 3 /., 50.0 14 14'14 i�im 11. 4 EN 8 5 �O�E 72.0 84.0 11 9 111 L wAs in�y T�Ag m 9 3 V®%EIEM M ''p�yi © ©//I// 5 4 ArAri©���E��mrd©I�E�Qows O imp©© EIEMEI "�l6(51 RlrilH'..WF� E1�50.0 �"i�mmm I®l�m0 1k 0■I5ESUNNU51 ' FEMALE PANELMAETE- W 4- 20 MACHINE SCREW WITH NUT L"i ORDURE RDURE EU ©© ©E1©/ /. 4 3 84.0 14 14 ® T 5 4 4 3 150.0 9 7 �d,©lE 4 3 gImEM© ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN 1111 TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W0O13 FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD I5 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD S�TUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 10. 0//, DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT REVISED I�Wiih 9Im Nadds Acceplaaee N00 - 0713.03 Expkadon Dab MOW j 0 Miami Dade OIVLOIOS tl' 06/29/2005 A6 NOT!o] l_ "mglj NW 05 -353 sheet 5 of 6 ,6 I V K • i E T A 9 1. 5 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) IP.S.F.) ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 40.0 8 -8 3 2 -1/4 10 -6 5 3 -3/8 50.0 8 -8 3 2 -1/2 9 -10 5 3 -1/4 801.0 8 -8 3 2 -3/4 9 -5 5 3 -1/4 70.0 4 -0 3 1 -1/2 8 -8 3 3 9 -0 5 3 -1/4 80.0 4 -0 3 1 -1/2 8 -4 3 3 90.0 ' • 4 -0 3 1 -1/2 7 -9 3 2 -3/4 100.0 4 -0 3 1 -1/2 7 -3 3 2 -1/2 110.0 4 -0 3 1 -1/2 6 -9 3 2 -3/8 120.0 3 -0 3 1 -1/2 6 -4 3 2 -1/4 TAM INCITES: 1 WIND LOADS. CHECK THEIR RESPECTIVE THE AND USE THE LESSER VALUE OF THE TWO. VALUES 2. FOR DESIGN USE NEXT HIGHER LOAD ORE LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A B L E 1 MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE DESIGN LOAD (P.S.F.) SPAN FOR NEG PRESSURE (FT - IN) SPAN FOR P05 PRESSURE (FT - IN) 40.0 12' -0" 45.0 .0 55.0 60.0 62.0 65.0 70.0 72.0 75.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 11' -3" 10' -2" 9"-7 ' 8' -11" 10' -4" 10,-1" 8' -11" 4' -4" 170.0 3' -10" 180.0 190.0 200.0 210.0 220.0 230.0 2' -10" 2' -10" PRODUCT REV18E4D ea mmpigE� •xiih dm ABMs B dam Code Amptouco No 05- 0 I_a- isLL� By Muni 01161011 06/29/2005 xa AS NOTED I Mat; NW Y7K:. ...In m. 05-353 sheet 6 of 6 Stormwise Production Inc, 13015 N.W. 45 Ave Opa- Locka, FL 33054 Tel: 305 -597 -7797 Fax: 305 -597 -7795 Shutter Product Approval Authorization Form Date: 7/3/2009 Municipality: MIAMI SHORES Building Official: MIAMI SHORES Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: Extruded Aluminum 50mm Roll -Up Shutter 09- 0121.20 This letter authorizes STORMWISE Corporation to use the above mentioned product at the following job: Name: MALMSTEEN, YNGWIE Address: 1009 NE 94 ST City, State, Zip: MIAMI SHORES, FL 33138 Sincerely, Storm Wise Solutions, INC Permitting Department INES GASCON 1. This form must accompany the application for the building permits 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 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Stormwise Productions, Inc. 13015 NW 45th Ave Opa Locka, FL. 33054 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildin codeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: High Roller 50 Extruded Aluminum Roll — Up Shutter APPROVAL DOCUMENT: Drawing No. 09 -082 titled "High Roller 50 Extruded Aluminum Roll -Up Shutter ", prepared by EngCo Inc., dated 10/15/08, sheets 1 through 15 of 15, signed and sealed by Pedro De Figueiredo, P. E., on 04 /23 /09,bearing the Miami -Dade County Product Control Revision and Renewal stamps with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved or MDCPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 03- 0507.03 consists of this page, evidence page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E. NOA No 09- 0121.20 Expiration Date: 01/29/14 Approval Date: 05/26/09 Page 1 High -Tech Shutters Group, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Manufacturers extruded drawings and sections. Drawing No. 09 -082 titled "High Roller 50 Extruded Aluminum Roll -Up Shutter ", prepared by EngCo Inc., dated 10/15/08, sheets 1 through 15 of 15, signed and sealed by Pedro De Figueiredo, P. E., on 04/23/09. B TEST REPORTS: Test reports conducted per FBC -TAS 201, TAS 202 & 203 -94. 1. Test report on Uniform Static Air Pressure Test per TAS 202, Large Missile Impact Test per TAS 201 & Cyclic Wind Pressure Test per TAS 203 of Series 55 mm Aluminum Roll Up Shutter System , prepared by Fenestration Testing Laboratory, Inc., Test reports No(s) 5200 dated 04 /02/07 and 5228 dated 04/04/07, signed and sealed by Michael R. Wenzel, P.E. C CALCULATIONS 1. Comparative analysis for slats; storm bars, headers, tracks, mullions and anchors, using rational analysis dated 11/24/08, pages 1 through 35 prepared by EngCo, Inc. signed and sealed by Pedro De Figueiredo, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E MATERIAL CERTIFICATION 1 Tensile Test Report per ASTM B557, prepared by Fenestration Testing Laboratory, Inc., Report No 5200, dated 04 /02/07, signed and sealed by Michael R. Wenzel, P.E. F STATEMENTS 1. Statement Letter of product compliance to FBC & "No financial interest" dated 04/23/09, signed and sealed by Pedro De Figueiredo, P.E. 2. Lab compliance letter, as part of above referenced test reports. 3. Release letter by Hi -Tech Shutter Group Inc. dated 01/14/09 signed by Rudy Garmendia 4. Request letter by Stormwise Productions, Inc. dated January 09, 2009, signed by Camilo Diaz G OTHERS NOA # 08 -1952 and 03- 0507.03 E -1 Mohammed Iqbal Shaikh, P. E. Sr. Building Code Compliance Specialist NOA No.: 09- 0121.20 Expiration Date: 01/29/14 Approval Date:05 /26/09 GENERAL NOTES: 1- DEFINITION: THIS PRODUCT IS A ROLL -UP TYPE SHUTTER; DESIGNED, CONSTRUCTED AND ERECTED TO EASILY ENCLOSE AN AREA, PROVIDING PROTECTION FROM HURRICANE FORCE WINDS WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. 2- CODE: THIS PRODUCT HAS BEEN TESTED UNDER THE TAS 201, 202 AND 203 CLARGE & SMALL MISSILE) STANDARDS AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2007 EDITION, INCLUDING THE HVHZ (HIGH VELOCITY HURRICANE ZONES). 3- POSTING A LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING THE FOLLOWING: 'STORMWISE OPA- LOCKA, FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED' 4- LOADS: THE DESIGNED LOAD MUST BE CALCULATED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE USED. 5- MATERIAL: ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063 -T6 OR AS NOTED. 6- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PER THIS APPROVAL. NO 33 1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. ANCHORS INTO WOOD WERE DESIGNED WITH 1.6 LOAD DURATION. (Kd =.85) 7- MULTIPLE SPAN SHUTTERS: MULTIPLE SPAN COMPONENTS SUCH AS STORM BARS, MULLIONS AND HEADERS, TO BE DESIGNED AS PER THIS SET OF DRAWINGS. 8- USE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING, 8. 1- THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 8. 2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, WIND LOADS, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 8. 3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. TYPICAL SHUTTER CONFIGURATIONS -- -TWO SPAN HEADER TRACK LATS H00D TRACK- THREE OR MORE SPAN HEADER STORM BAR SLATS - --'SINGLE SPAN MULTIPLE SPAN ---1 HEADER SINGLE SPAN HOOD TRACK SLATS MULLION) SLATS - 1 -STORM BAR MULLION- MULLION STORM BARS DESIGNED PRESSURE COMPONENT REF. SHEET SLAT SPAN 3 TRACK ANCHORAGE STORM BARS HEADERS 4 -5 6 -9 10 MULLIONS 11 -15 NOTES: I- ALLOVABLE DESIGNED PRESSURE FOR MULTIPLE SPANS SHUTTERS ARE FUNCTION OF THE LOVEST ALLOVABLE DESIGNED LOAD FOR THE SLATS. STORM BARS. HEADERS. MULLIONS. I-- MULTIPLE SPANS HEADER MULTIPLE SPANS HEADER SINGLE SPAN HOOD TRACK SLATS) SLATS STORM BARS STORM BAR SLATS, MANUFACTURER: STORMWISE 13015 NW 451h AVE. OPA-LOCKA, FL 33054 TEL (305) 597 -7797 FAX: (305) 597 -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: ExtgT r ±tnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantatien, Fi. 33313 ENGCO@AOLCOM Engineer Seel Peen, De Flguelredo. PE 52609 DRAFTING. PR ORAFIIN6 & MORE Date: 10/15/08 Scale: NA Design by: PPMF MIAMI -DADE BCCD+ PRODUC i' ^2;NEw, kAr7aE:; e,:. , Dy—e1 2 • iv 235.2. Z: o:;,,, Coauol Drawing Number 09-082 Sheet 1 of 15 1- SLAT 6063-76 ALUMINUM ALLOY 2- SMALL SIDE RAIL 6063-T6 ALUMINUM ALLOY 3- LARGE SIDE RAIL 6063-T6 ALUMINUM ALLOY L TI—.1 1. co 4- 1/8' -1x1 ANGLE EXTRUDED ALUMINUM 6063-76 Alloy 1 7. VI O. 13 9- 1/8' ANGLE EXTRUDED ALUMINUM 6063-76 Alloy 3' MAX. 5/6/7/8/9/10- BOX BEAM ALUMINUM TUBE 6063-76 Alloy MEMBER MARK 4 (IN) L (IN) T• (IN) Tw (IN) 5 2 3 1/8 1/8 6 2 4 1/8 1/8 7 2 5 1/9 1/8 8 2 6 1/8 ' 1/8 MINIMUM 1 04 ALUMINUM HOOD GOOD ASSEMBLY __ 16', 14', 12', 10', 9', 8'. 7' 6' --•-■ NOMINAL HOOD SIZES HOUSING (2) 3/16' ALUM. POP RIVETS PIVOT GALVANIZED OR ALUMINUM REEL MOTOR ASSEMBLY O 0 0 O o 0 O 00 z 1 0 2) 88X1/2' SMS GEAR ASSEMBLY NOTE, THE ROLL-UP MECHANISM (GEARS, MOTORS, SUPPORTING END PLATES) ARE NOT PART OF THIS APPROVAL.MANUFACTURER IS RESPONSIBLE TO SPECIFY THESE COMPONENTS FOR PROPER SHUTTER OPERATION. END CAP NECK SLATS THICKNESS . 04 ALTERNATE ROUND & SQUARE HOUS I NG MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA-LOCKA, FL 33054 Ta: (305) 597-7797 FAX: (305) 597-7795 PRODUCT: HI-ROLLER 50 EXTRUDED ALUMINUM ROLL-UPSHUi ER Engineer Ext(ga 3nr. CA ibis 8971 W. Sunrise Blvd. 104 Plantation, 43. 33313 ENGCOOAOLCOM APR 21 2009 Engineer Seel Pedro De Fleuaireeo, PE 62809 DRAFTING, ORRITING & MORE Date: 10/15/08 Scale: NA Design by PPMF MIAMI-DADE BCCO, rEOTAI.,<IT l(;(4/fl the Eionda 6 9..,_--0/2-i•ss By Asie.61.1DPodC PfDatta COMM DiLjou Drawing Number 09-082 Sheet 2 of 15 TABLE 1 - SLATS SPAN X DESIGN LOAD POSITIVE & NEGATIVE LOADS (PSF) X MAXIMUM SLAT SPAN (IN) Poi( +> PSF 4 OF SPANS 1 2 3+ 24.7 90 90 90 28.2 87 87 87 32.0 84 84 84 35.7 82 82 82 39.6 BO 80 80 45.7 77 77 77 51.5 75 75 75 52.7 74 74 74 55.6 74 74 74 57 R 81_ 81 81 59.3 72 72 32 60.0 72 72 72 '6T9 - -z1=1 79--4e 7 , 64.7 71 71 71 67.3 70 70 70 69.0 70 70 70 70.0 69 69 69 72.8 69 69 69 75.8 68 68 68 80.0 67 67 67 90:0 65 65 65 100 59 59 59 110 54 54 54 120 49 49 49 130 46 46 46 140 42 42 42 150 39 39 39 160 37 37 37 170 35 35 35 180 33 33 33 190 31 31 31 200 29 29 29 210 28 28 28 220 27 27 27 Pd( -) PSF 4 OF SPANS 2 3+ 24. 7 107 107 107 28.2 102 102 102 32.0 98 98 98 35.7 94 94 94 39.6 91 91 91 45.7 87 87 87 51.5 84 84 84 52.7 83 83 83 55.6 82 82 82 57 R 81_ 81 81 99.3 80 80 80' 60.0 80 80 80 42 1 7C 79--4e 64. 7 78 78 78 67. 3 77 77 77 69.0 76 76 76 70. 0 76 76 76 72.8 75 75 75 75.8 74 74 74 80.0 72 72 72 90.0 69 69 69 100 64 64 64 110 58 58 58 120 53 53 53 130 49 49 49 140 45 45 45 150 42 42 42 160 40 40 40 170 37 37 37 180 34 34 34 190 33 33 33 200 32 32 32 210 31 31 31 220 31 31 31 Pd= DESIGN LOAD IN PSF SPAN= SLAT SPAN IN INCHES TABLE 1A (GS) MINIMUM SHUTTER SEPARATION FROM GLASS UNIT LOCATION Pd( +) SPAN < =30' PSF <IN) GRADE >30' GRADE 30 36 49 60 74 84 2° 2° 2 -1/2° 2 -1/2' 2 -5/8' 1 -1/8' 1 -1/4' 1- /2' 2 -1/8' 2 -5/8' 40 50 36 49 60 74 77 36 49 60 74 75 2' 1 -1/8' 2' 2 -1/2° 2 -1/2' 2 -1/2' 2' 2' 2 -7/8' 2-7/8' 2 -3/4° I -1/4' 1 -5/8° 2 -3/8° 2 -1/2° 1 -1/8' 1 -3/8" 1 -3/4' 2 -5/8' 2 -3/4' 60 36 49 60 72 2° -1/8" 2° 2' 2 -3/4' 1 -3/8' 1 -7/8' 2 -3/4" 70 36 2' 1 -1/8' 49 60 69 2' 2 -1/8' 2 -3/4' 1 -3/8° 2 1/8' 2 -3/4' 80 36 49 60 67 2 2' 2 -1/4' 2 -3/4' 1 -1/8' 1 -1/2' 2 -1/4' 2 -3/4' 90 36 49 60 65 2' 2" 2 -3/8' 2 -3/4' 1 -1 /8" 1 -5/8' 2 -3/8" 2 -3/4' 100 36 49 59 2' 2' 2 -3/8' 1 -1/4' 1 -5/8' 2 -3/8' NOTES: 1- INSTALLATION OF THIS PRODUCT IN 7HE REVERSED POSmON IS ACCEPTABLE. 2- INTERPOLATE FOR SLAT SPANS & DEFLECTION BETWEEN THOSE SHOWN ON THIS SHEET GS, GLASS SEPARATION SEE TABLE IA FOR REQUIRED GLASS SEPARATION OPENING STORM BARS SHEETS 5 - 8 SPAN SPAN V0 SPANS OPENING STORM BARS SHEETS 5 - 8 SPAN -HREE OR MORE SPANS MANUFACTURER STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (305) 597 -7797 FAX: (305)597 -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHU I I tR Engineering: +FxtajTa Sur. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO@AOLCOM Engineer Seal Pedro De Flgueiredo, PE 52608 DRAFTING. PK Uii Of 1 LNG & MORE Dater 10/15/08 Scale: NA Design by PPMF MIAMI -DADE DECO, Flonda Off_ o/1-4 Como& Drawing Number 09 -082 Sheet 3 of 15 -7 EDGE DISTANCE ni (ED) Le w WALL MOUNT TRACK ANCHORAGE OPTIONS ANCHOR A, 3, C. or E SEE TABLE 2 FOR SPACING OR 3 43 2. 04 TUBE BUILT -OUT MOUNT ANCHOR A, B, 0, or E SEE TABLE 2 FOR SPACING I/4- 14X3/4 GRADE 5 SELF DRILLING SCREWS SPACED AT 6' DC EDGE DISTANCE 108) SPAN 2 OR 3 SPAN 2. 04 1. a3 INSET MOUNT 1/8 -2X3 6063 -T6 ALUMINUM ANGLE ANCHOR A, B, C, or E SEE TABLE 3 FOR SPACING 2 OR 3 MIN `1. 25 a► SPAN BITE t. i9 al 2. 04 I /4- 14X3/4 GRADE 5 SDS SPACED AT 6' OC 1. 43 0. 33 TABL WALL MOUNT TRACK ANCHORAGE SPACING BUILT -OUT MOUNT TRACK ANCHORAGE SPACING IPd 91 A B C E SLAT SPAN ( 82 A B IE IE inches ) 78 72 64 31 6 8 0 0 A IB iC IE A 3 0 0 6 3 0 £ 40 12 7112 EMBEDMENT 12 12 8 12112 12 8 12 121 121 9 12 12 12 10 12 12 12 12 12 12 56 C 1/4' ULTRACGN ELCO I -1/4' 12 5 12112 112 6 12 12 12 6 12 12 12 7 12 12 12 12 12 12 65 1,100D (SG > =.55) 12 11 12 12 1 1 12 5 12 12 12 5 12 12 12 6 12 12 12 12 12 12 180 8 12 7 12 12 1 _ 12 4,12 12 12 5 12 12 1 12 10112 12 100 220 III 4 12 12 1'2 8 12 10 -- 11 12 12 Pd= Design load in Psf // SPAN= Slat span in inches Anchor spacing in Inches on center /- 1/8-4X4 38 1/8 -3X3 6063 -T6 ALUMINUM TUBE 2 OR 3 EMBED. TRACK ANCHOR SCHEDULE TYPE DESCRIPTION I MANUFACTURER EMBEDMENT ED BASE MATERIAL A 1/4' TAPCON ITW 1 -3/4° 2 -1/2' 3192 psi CONCRETE 10 1/4' ULTRACGN ELM 1 -3/4' 2 -1/2' 2700 ps1 CONCRETE B 1/4' TAPCON ITW I -I/4° 2 -1/2' CONCRETE HOLLOW BLOCK C 1/4' ULTRACGN ELCO I -1/4' 2 -1/2' CONCRETE HOLLOW BLOCK C 1/4' ULTRACGN ELM 2 -1/4° 2 -1/2' GE BLOCK 0 1/4' TAPCON ITW 1 3/4' 1' WOOD <S11> =.55) 11 1/4' ULTRACGN ELM 1 3/4' 1' 1,100D (SG > =.55) NOTE, 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING TABLE 3 INSET MOUNT TRACK ANCHORAGE SPACING Pd= Design load in Psf 1/ SPAN= Slat span in inches Anchor spacing in inches on center MANUFACTURER STORMWISE 13015 NW 45t1 AVE. OPA- LOCKA, FL 33054 TEL (305) 597 -7797 FAX: (305)597 -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL-UP SHUTTER Engineering: Eztag( T Jatr. CA 8118 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO AOL COM APR 2 3 2009 Engineer Seal Petlm De Figuetredo, PE 5280.9 DRAFTING= PK DRAFTING & MORE Date: 10/15/08 Scale: NA Design by: PPMF MIAMI -DADE BCCD, Rv M«aTi1(.(•t�l� tni1uan Drawing Number 09 -082 Sheet 4 of 15 SLAT SPAN ( rohes ) 91 82 T 78 72 64 31 Pd A B C 10 A , B C ' 0 A B C E A JB C E 6 3 C 0 A B C 1E 40 8 -- 8 8 9 4 9 9 10 4 10 10 11 4 11 11 12 5 12 12 12 11 12 12 56 6 -- 6 6 7 -- 7 7. 7 -- 7 7 8 -- 8 8 12 7 12 12 65 6 -- 6 6 6 -- 6 6 7 -- 7 7 12 6 12 12 80 5 -- 5 5 6 -- 6 6 12 5 12 12 100 5 -- 4 5 10 4 10 10 220 4 -- 4 4 Pd= Design load in Psf 1/ SPAN= Slat span in inches Anchor spacing in inches on center MANUFACTURER STORMWISE 13015 NW 45t1 AVE. OPA- LOCKA, FL 33054 TEL (305) 597 -7797 FAX: (305)597 -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL-UP SHUTTER Engineering: Eztag( T Jatr. CA 8118 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO AOL COM APR 2 3 2009 Engineer Seal Petlm De Figuetredo, PE 5280.9 DRAFTING= PK DRAFTING & MORE Date: 10/15/08 Scale: NA Design by: PPMF MIAMI -DADE BCCD, Rv M«aTi1(.(•t�l� tni1uan Drawing Number 09 -082 Sheet 4 of 15 ANCHOR A, B, C, or E SEE TABLE 4 FOR SPACING EDGE DISTANCE 1/8 -2X 6063-T6 ALUMINUM ANGLE 1/4 -20 HHMS WITH NUTS OR 1/4 -14 GRADE 5 SOS AT 16'0C STAGGERED i/8 -2X3 6063 -T6 ALUMINUM ANGLE 2 OR 3 MIN 2. 00 TRACK ANCHORAGE OPTIONS ANGLE BUILT -OUT LIMITED TO: MAX. SLAT SPAN: 74' MAX. DESIGNED PRESSURE: +52, -72 PSF ALTERNATE ASSEMBLY SCREWS 1/4 -20 HHMS WITH NUTS 05 1/4 -14 GRADE 5 SDS AT 16'OC STAGGERED /4- 14X3 /4 GRADE 5 SDS OR 1/4 -20 HHMS WITH NUT SPAN 2. 04-- --r -1. 43J SPACED AT 6' 0C TABLE 4 ANGLE BUILT -OUT MOUNT TRACK ANCHORAGE SPACING Pd= Design load In Psf /1 SPAN= Slat span in inches Anchor spacing in inches on center TRACK ANCHOR SCHEDULE ANCHOR A, B, 0, or E SEE TABLE 4A FOR SPACING EDGE DISTANCE 1/8 -2X 6063 -76 ALUMINUM ANGLE 1/4 -20 HHMS WITH NUTS OR 1/4 -14 GRADE 5 SDS AT 16'OC STAGGERED 1/8 -233 6063 -T6 ALUMINUM ANGLE-, 2 OR 3 MIN 2. 00 SPAN 2. 04 0. 75'0. 63' MAXIMUM 5.00' BUILT -OUT 1/4- 14X3/4 GRADE 5 SDS OR 1/4 -20 HHMS WITH NUT SPACED AT 6' GC TABLE4A ALTERNATE ANGLE BUILT -OUT MOUNT TRACK ANCHORAGE SPACING SLAT SPAN ( i nches ) 72 64 31 Pd A B C E A B C E A B iC ';E 40 12 7 12-12 4 12 8 12 12 12 12112 12 56 12 5 12 12 12 5 12 12 12 12 12 12 65 12 4 12 12 12 5 12 12 12 10 12 12 72 10 -- 11 12 12 4 12 12 12 1 9 12 12 Pd= Design load In Psf /1 SPAN= Slat span in inches Anchor spacing in inches on center TRACK ANCHOR SCHEDULE ANCHOR A, B, 0, or E SEE TABLE 4A FOR SPACING EDGE DISTANCE 1/8 -2X 6063 -76 ALUMINUM ANGLE 1/4 -20 HHMS WITH NUTS OR 1/4 -14 GRADE 5 SDS AT 16'OC STAGGERED 1/8 -233 6063 -T6 ALUMINUM ANGLE-, 2 OR 3 MIN 2. 00 SPAN 2. 04 0. 75'0. 63' MAXIMUM 5.00' BUILT -OUT 1/4- 14X3/4 GRADE 5 SDS OR 1/4 -20 HHMS WITH NUT SPACED AT 6' GC TABLE4A ALTERNATE ANGLE BUILT -OUT MOUNT TRACK ANCHORAGE SPACING Pd= Design load In Psf 11 SPAN= Slat span in inches Anchor spacing In inches an center ILEUM SLAT SPAN (inches ) 72 64 31 Pd A B C E A B C E A B C E 40 110 - -111 12 12 4 12 12 12 9 12 12 56 7 - -1 8 9 8 -- 9 10 12 6 12 12 65 61 -- 7 8 7 -- 8 9 12 5 12 12 72 5 -- 6; 7 6 -- 7 8 12 5 12 12 Pd= Design load In Psf 11 SPAN= Slat span in inches Anchor spacing In inches an center ILEUM DESCRI' IIN MANUFA T RER EMBEDMENT ED BASE MAT RIAL A 1/4° TAPCON ITW 1 -3/4' 2 -1/2' 3192 psi CINCR E 1/4° ULTRACON ELCO 1 -3/4' 2 -1/2' 2700 •si CONCRETE B 1/4' TAPCIN ITW 1 -1/4' 2 -1/2° CONCRETE HOLLOW BLOCK 1/4' ULTRACON ELCO 1 -1/4' 2 -1/2° CONCRETE HOLLOW BLOCK 0 1/4' ULTRACON ELCO 2 -1/4' 2 -1/2' GF BLOCK E 1/4° TA *CON LT,. 1 3/4'. l' WOOD CS >=, 55) 1/4' ULTRACON ELCO 1 3/4' 1' WOOD (SG> =.55) NOTE, 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (305)597 -7797 FAX: (305) 597 -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: iFngao 1111-tr. 04 8118 8971W. Sunrise8.1yd. 104 Pantatlan, FL 33313 ENGC0t AOL.COM Engineer Sesi Pedro Ds Figuskedo, PE 52609 DRAFTING+ PK DRAFTING & MORE Date: 10115/08 Scale: NA Design by PPMF MIAMI -DADE 3CC0: Oq -o12 .2.4 l. Drawing Number 09-082 Sheet 5 of 15 STORM BARS SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psf) 2x2 STORM BAR - 2 SPANS 2x2 STORM BAR - 3+ SPANS SLAT STORM BAR HEIGHT 2 84 52 106 68 47 78 65 42 331 -- 82 56 40 -- 91 40 36 1 -- 2x3 STORM BAR - 2 SPANS SLAT Span STORM BAR HEIGHT 48 60 72 84 96 31 189 121 84 62 46 64 91 59 40 30 -- 72 1 80 52 361 -- -- 78 65 48 33 -- -- 82 56 46 31 -- -- 91 40 40 28 -- -- 2x4 STORM BAR - 2 SPANS SLAT Span STORM BAR HEIGHT 72 84 96 1081120 31 127 93 70 55 41 64 62 45 34 -- -- 72 55 40 30 -- -- 78 51 37 -- -- -- 82 48 35 -- 37 -- 91 40 31 -- 33 -- 2x5 STORM BAR - 2 SPANS SLAT Span STORM BAR HEIGHT 72 84 96 108 120 31 178 130 98 76 62 64 1 86 63 47 37 30 72 77 55 42 33 -- 78 65 52 38 30 -- 82 56 49 37 -- -- 91 40 1 40 33 -- -- SLAT Span STORM BAR HEIGHT 36 48 60 172 84 31 215 121 77 54 35 64 100 59 37 72 80 52 33 78 65 48 30 82 91 56 46 40 1 40 2x3 STORM BAR - 3+ SPANS SLAT Span STORM BAR HEIGHT 48 60 72 84 96 31 215 137 95 70 53 64 100 66 45 34 -- 72 80 59 41 30 -- 78 65 55 37 -- -- 82 56 52 35 1 -- -- 91 40 40 32' -- -- 2x4 STORM BAR - 3+ SPANS SLAT Span STORM BAR HEIGHT 72 84 96 1108 120 31 145 105 80 63 46 64 70 51 38 30 ) -- 72 62 45 34 -- -- 78 57 42 32 -- -- 82 55 40 30 -- -- 91 40 35 -- -- -- 2x5 STORM BAR - 3+ SPANS SLAT Sean STORM BAR HEIGHT 72 84 96 108 120 31 FIa147 112 8- 70 101111ERM 71 54 4 34 MINIM 30 6 63 44 34 - 6 42 33 -- 91 4 41 7 -- CONNECTION 2 ON SHEET 7 STORM BARS MOUNTING OPTIONS OUTSIDE HEADER CONNECTION 4 ON SHEET 9 INSIDE HEADER7 CONNECTION 5 ON SHEET 9 CONNECTION 5 ON SHEET 9 CONNECTION 3 ON SHEET 8 STORM BAR NOTES. 1- ALL STORM BAR SHAPES TO BE 6063 -T6 ALUMINUM. 2- TABLES MUST WORK IN CONJUNCTION WITH MAXIMUM ALLOWABLE SLAT SPAN TABLES ON SHEET a 3- THESE TABLES ARE LIMITED BY THE SHAPES AND ANCHORAGE USED. CONNECTION 5 ON SHEET 9 CONNECTION 5 ON SHEET 9 CONNECTION 6 ON SHEET 9 OUTSIDE HEADER CONNECTION 4 ON SHEET 9 Span Span Span Span Span CONNECT ION 4 CONNECT ION 1 ON SHEET 9 ON SHEET 7 DH - DOOR HEIGHT SBH - STORM BAR HEIGHT TA - STORM BAR TRIBUTARY AREA- MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (305) 597 -7797 FAX: (305)597 -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: Eztg(gn ±lair. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO@AOLCOM Engineer seal Peden Oe F gueire6a, PE 52609 DRAFTING, PK DRAFTING 8 NONE Date: 10/15/08 Scale: NA Design by PPMF MIAMI -DADE RCM, r��( ^Ohl .20 L 2.14K Drawing Number 09 -082 Sheet 6 of 15 CONNECTION EXTERNAL STORM BARS ANCHORAGE WALL MOUNTED TO ALUMINUM TUBE TYPICAL FOR 2X2 STORM BAR 2X3 STORM BAR 2X4 STORM BAR TYPICAL FOR 2X5 STORM BAR 2 PER EA CLIP LEG I /4- 14X3/4' SELF DRILLING SCREW 1 1511151ti: `1 3 illXDO* 1 IIC 1 Il imiu E". c j 31180/0/ i jIII116iII' CONNECTION 5 OPTIONAL CONNECTION FOR 2X5 STORM BAR 6 TOTAL I/4- 14X3/4' SELF DRILLING SCREW .50 CONNECTION 5 2X2, 2X3, 254, 2X5 INSIDE STORM BARS CONNECTION 2 INTERNAL STORM BARS ANCHORAGE TO WALL I- CONNECTION 5 ',1 YI8111111► �llll/ll1'/'FI III III il't@1AUr1l? x.1151111 \5i 9 111 Ik :31) 2 ANCHOR TYPE A, B, E, F PER CONNECTION STORM BARS ANCHOR SCHEDULE ) 2 ANCHORS TYPE A, B, E, F PER CONNECTION CONNECTION 5 1/8 -2X2 6063 -76 ALUMINUM CLIP j2X2, 2X3, 2X4, 2X5 INSIDE STORM BARS k______', 3' 4', 5' (') CONDITION IS ONLY APPUCABLE FOR POSITIVE LOAD ON INSIDE STORM BARS LOAD TRANFERED BY BEARING TO SUPPORTING STRUCTURE TYPE DESCRIPTION I MANUFACTURER EMBEDMENT'. ED BASE MATERIAL A 1/4' TAPCON ITW I -3/4' 2 -1/2' 3192 ps; CONCRETE B 1/4' TAPCON ITW 1 -1/4' , 2 -1/2' CONCRETE HOLLOW BLOCK D 11/4 -20 CALK IN POWERS 7/8' 3' 3000 psi CONCRETE E 1/4' TAPCON ITW 1 -3/4' 1' WOOD (SG> =. 55) 1/4' ULTRACON ELCO 1 -3/4' 1• WOOD ( SG) = 55) G 3/8' WEDGE BOLTS POWERS I 2 -1/2' 4' 3000 psi CONCRETE NOTE. 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING 6 TOTAL 114- 14X3/4' SELF DRILLING SCREW CONNECTION 6 ON SHEET 9 CONNECTION 1 ON SHEET 7- CONNECTION 5 ON SHEET 9 STORM BAR Q1I11I/OU1fIA11L`IIUI11MII • BU [LT-OUT 2' 3' 4 °, 5' 1/8 -2x2 6063 -T6 ALUMINUM ANGLE MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL: (305)597 -7797 FAX: (305) 597 -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UR SHUTTER Engineering: +ExtgQ n u r. CA 8116 8971 W. Sunrise Blvd 104 Plantation, F1. 33313 ENGC0I AOLCOM Engineer Seal Pedro Os Flgueiredo, PE 52609 DRAFT ING+ PN DRAFTING & MORE Date: 10115108 Scale: NA Design by PPMF IAMI -DADE BCCO; • .+..:r, t;t, C.miru/ Drawing Number 09 -082 Sheet 7 of 15 CONNECTION 5 CONNECTION 5 TYPICAL 'A' OR °D' ANCHORS 2. 00 ----{ 11!111!1417 ■\,\\111,W4 CONNECTION 5-I -- TYPICAL 'A' OR ANCHORS �9. 00 .811/11/11,1 i CONNECTION 3 STORM BARS ANCHORAGE FLOOR/CEILING MOUNTED TO CONCRE 1 E MAXIMUM ALLOWABLE DESIGN PRESSURE (PSF) TYPE 'A' ANCHURS TYPE 'D° ANCHORS Bay SLAT Soan STORM BAR HEIGHT SLAT Span 31 STORM BAR HEIGHT 36 48 60 72 ' 84 36 48 96 72 60 57 72 48 84 41 2 X 2 31 1051 79 63 52 45 64 51 38 30 - 64 72 45 34 - 72 41 31 78 42 31 - -- - 78 38 -- -- -- 82 39 -_ - -. -- _- 82 36 91 36 --I - - 91 32 - -- - BAR SLAT Span STORM BAR HEIGHT SLAT Span STORM BAR HEIGHT 48 60 72 84 96 48 1 60 72 84j 65 96 57 2 X 3 31 106 84 70! 60 53 31 115 192 76 64 51 41 34 - 64 55 44 t 37 31 72 45 36 30 -- 72 1 49 39 33 -- -- 78 42 33 -- -- -- 78 45 361 30 -- -- 82 40 32 82 143 34 91 36 - -- -- -; 91 139 31 -- -- - BAR SLAT Span STORM BAR HEIGHT SLAT Span STORM BAR HEIGHT 72 84 96 108 1120 72! 84 ! 96 108 120 2 X 4 31 118 101 89 79 ' 71 31 108: 921 81 1 72 64 64 57 49 43 38 34 64 52 44, 39 34 31 72 51 43 38 34 30 72 46 391 34 31 78 47 40 35 31 -- 78 42 361 32 82 44 38 33 -- . -- 82 40 351 30 -- -- 91 1 40 34 30 -- -- 91 1 36 31 I -- -- BAR SLAT Span STORM BAR HEIGHT SLAT STORM BAR HEIGHT 72 84 96 408 ,1201Soan 72 84 96.108 120 '2 X 5 31 126 108 95 84 76i 31 115 98 86 76 69 64 61 52 1 46 ! 40 361 64 55 47 41 37 33 72 54 46 40 1 36 321 72 49 42 37 33 -- 78 50 43 37 33 301 78 145 39 34 30 -- 82 47 41 35 31 -- 82 43 37 32 -- __ 91 40 37 32 -- I 91 39 1 33 TYPE 'G° ANCHURS APPLICABLE FOR ALL CASES DESIGNED NOT TO EXCEED MAXIMUM STORM BAR DESIGNED LOAD ON SHEET 6 o ild, {r- l0l \u: ilrllll!RN:1 I �l ui 4.00 ill lOil 1? 1 \l \1I116C IF 1 i{_ TYPICAL 'G' ANCHORS 2X2 STORM BARS CONNECTION 5 2X3 STORM BARS \\--TYP ICAL °G' ANCHORS CONNECTION 5 2X4 STORM BARS TYPICAL 'G' ANCHORS CONNECTION 5 2X5 STORM BARS TYPICAL °G° ANCHORS CONNECTION 5 MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL: (305)597 -7797 FAX: (305)597 -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: Ensgei Jnt. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, F1.33313 ENGCO@AOLCOM 3 2009 EngMeer Seal Pedro De Flguelredo, PE 52808 DRAFT ING∎ PE BBAFTIN6 &MORE Date:10/15105 Scale: NA Design by PPMF MIAMI -DADE BCCO, Drawing Number 09 -082 Sheet 8 of 15 CONNECTION 4 STORM BARS ANCHORAGE FLOOR/CEILING TO BUILT -OUT TUBE OR HEADER (4) 1/4 °-14X1 GRA DRILLI -(6) 1/4' -14X1 GRADE 5 SELF DRILLING SCREWS CONNECTION 5 10 SCREWS H-2.00---H I.UNNtL i h 2. DO --I AI \I yll MAT: x.444\4 i c LJ ai €..„15) aa,utum. .oulnnr,' S4 111trt Tt 41`J 5 i i'+111U1t'i i'4/ .11111IN I 1IDr11I► .%l\ \V1 Ili Wj 7 I--. 2x4 3 I 1. 00 2X2 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD T- ri H-2.00---H I.UNNtL i Ui LJ - J irdein, AI \I yll MAT: x.444\4 i c LJ ai €..„15) (6) 1/4' -14X1 GRADE 5 SELF ON 5 DRILLING SCREWS 2X3 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD r(6) 1/4' -14X1 GRADE 5 SELF DRILLING SCREWS CONNECTION 5 2X5 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD _L- 2X4 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD l 30----/-CONNECTION 5 i.:'444111r °tllI II III, Q11101 Sh0l \5111' l LJ CONNECTION 6 MINIMUM NUMBER OF ANCHORS TO SECURE BUILT -OUT TO WALL STORM BARS 1--- 2.00 --1 f 5 11 vi ' L 0 oi \% 0 N `J _I 111111111I1, aa,utum. .oulnnr,' S4 111trt Tt LJ i l% rl�' 2X5 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD _L- 2X4 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD l 30----/-CONNECTION 5 i.:'444111r °tllI II III, Q11101 Sh0l \5111' l LJ CONNECTION 6 MINIMUM NUMBER OF ANCHORS TO SECURE BUILT -OUT TO WALL STORM BARS ANCHOR TYPE A I B I E G 2x2 2 5 2 I 2x3 3 7 3 2 2x4 3 7 3 2 2x5 3 9 3 i 2 CONNECTION 5 CLIP ANCHORED TO STORM BAR 1/8 -2X2 6063 -T6 ALUMINUM ANGLE CUT TO MATCH STORM BAR 2 PER CLIP LEG 1/4- 14X3/4' GRADE 5 SELF DRILLING SCREWS CONNECTION 6 BUILT -OUT WALL ANCHORAGE 1', 2', 3', 4' CONNECTION 5 CONNECTION 4 BUILT -OUT • CONNECTION 6 ANCHOR TYPE G 3. 0 3.0 A 3 E S ! 3.0 j 3. 0 ED 2.5 2.5 1. 0 3. 0 S - ANCHOR SPACING ED - EDGE DISTNCE QUANTITY OF ANCHORS FROM TABLE ARE TO BE EQUALLY DIVIDED FROM CENTER LINE OF STORM BAR `CONNECTION 1 MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (305) 597 -7797 FAX (305) 597 -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: 'Eng ea fats. CA 8116 6971 W. Sunrise 8Wd.104 Planiatlon, Fl 33313 ENGCO(AOLCOM OR 2l 3 2009 Engineer Seal Pedro Oe Flgueiredo, PE 52608 DRAFTING: PK DRAFTING S MORE Date: 10/15/08 Scale: NA Design by PPMF MIAMI —DADE BCCO: Drawing Number 09 -082 Sheet 9 of 15 HEADER SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psf) MAXIMUM DESIGN PRESSURE FOR 2X3 HEADER - 2 SPANS MAXIMUM DESIGN PRESSURE FOR 2X3 HEADER - 3+ SPANS SLAT TT STORM BAR HEIGHT SLAT TT STORM BAR HEIGHT 36 48 60 72 84 96 36 48 60 72 1 84 96 84 136 102 81 68 58 51 60 209 156 125 104 89 78 72 145 108 87 72 62 54! 96 104 78 62 52 44 39 84 106 80 64 53 1 451 40 108 82 61 49 41 ; 35 30 96 81 61 49 40 1 35 30 120 66 50 40 33 1 -- -- 108 64 48 38 32 -- -- 144 41 31 -- -- -- !120 52 39 31 -- -- -- 156 30 -- -- -- I -- -- MAXIMUM DESIGN PRESSURE FOR 2X4 HEADER - 2 SPANS MAXIMUM DESIGN PRESSURE FOR 2X4 HEADER - 3+ SPANS (SLAT TT STORM BAR HEIGHT SLAT TT STORM BAR HEIGHT 48 60 172 84 96 108 48 60 72 . 84 96 120 60 210 190 158 136 119 _108 105 84 155 1241103 88 77 69 72 165 132 110 94 82 73 96 1119 95 79 68 59 52 84 121 971 81 69 60 54 108 94 75 62 53 47 41 96 93 741 62 53( 46 41 120 76 60 50 43 38 33 108 73 58 1 49 42 36 32 144 52 42; 35 30 -- -- 156 45 36 1 30 -- -- -- 120 59 471 39 34 -- -- MAXIMUM DESIGN PRESSURE FOR 2X5 HEADER - 2 SPANS MAXIMUM DESIGN PRESSURE FOR 2X5 HEADER - 3+ SPANS SLAT TT STORM BAR HEIGHT SLAT TT STORM BAR HEIGHT 60' 72 84 96 108 120 60 72 84 96 108 120 72 170 154 132 115 102 92 96 128 106 91 80 71 64 84 135 113 97 84 75 67 108 105 87 75 65 58 52 96 104 86 74 65 57 52 120 85 70 60 53 47 42 108 82 68 58 51 45 41 144 59 49 42 36 32 -- 120 66 55 47 41 36 33 156 50 41 35 31 -- -- 144 46 38 33 -- -- -- 180 36 30 -- -- -- MAXIMUM DESIGN PRESSURE FOR 2X6 HEADER - 2 SPANS MAXIMUM DESIGN PRESSURE FOR 2X6 HEADER - 3+ SPANS !SLAT TT STORM BAR HEIGHT SLAT TT STORM BAR HEIGHT 60 721 84 96 108 120 60 72 84 96 108 120 72 170 1661143 125 111 100 96 128 106 91 80 71 64 84 150 1431122 107 95 85 108 113 94 81 71 63 56 96 138 115 98 86 76 69 120 102 85 73 64 56 51 108 109 90 77 68 60 54 144 78 65 56 49 43 39 120 88 73 63 55 49 44 156 66 55 47 411 37 33 144 61 51 43 38 34 30 180 50 41 35 31 -- -- CONNECTION 7 MINIMUM NUMBER OF ANCHOR TO SECURE BUILT -OUT TO WALL AT HEADER CONNECTION I ANCHOR TYPE A 1 B n 2 1 5 S 1 3. 0 Q E D 1 2.5 2.5 2.5 [ 1.0 3.0 n - MINIMUM NUMBER OF ANCHORS S - ANCHOR SPACING ED - EDGE DISTNCE 3. 0 C 2 4. 0 E G 211 3. 0 HEADER MOUNT amtnuutra;e; ^na��s <3 PER CLIP LEG) 1/4 -14X1 GRADE 5 SELF DRILLING SCREWS 1/8' 2X ALUM. TUBE BUILT -OUT OR 1/8' 2X MULLION AS PER SHEETS 10 THROUGH 14 U INSIDE HEADER HEADER ACCESS II HOLE LJ III�If• SAME AS/ CONNECTION 5 HEADER ANCHOR SCHEDUL 1/4 -2X2 6063 -76 ALUM. CLIP <2 PER CLIP) 1/4- 14X3/4' GRADE 5 SELF DRILLING SCREWS (3 "ER END) '-1/4 -14x2' GRADE 5 SELF DRILLING SCREWS TYPE ; DESCRIPTION MANUFACTURER EMBEDMENT ED BASE MATERIAL A 11/4' TAPCON ITV 1 3/4' 2 1/2' 3192 psi CONCRETE B !1/4' TAPCON ITV 1 1/4' 2 1/2' HOLLOW BLOCK C 11/4' ULTRACON ELCO 2 -1/4' 2 -1/2' GF BLOCK E 11/4' TAPCON ITV 1 3/4' 1' PT 5060 (SG)=. 55) G 13/8' WEDGE BOLTS POWERS 2 1/2' 3' 3000 psi CONCRETE ED - EDGE DISTANCE HEADER ANCHORAGE 3+ SPAN HEADER 2 SPAN HEADER -- Span Scan Span Span Span HEADER ANCHORAGE TT - TRACK TO TRACK SH - SHUTTER HEIGHT SBH - STORM BAR HEIGHT MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL: (305)597 -7797 FAX (305)597 -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: '4EngTo . nr. CA 81•8 8971 W. Sunrise Blvd 104 Plantation, Fl. 33313 ENGCO@AOLCOM APR 2q3' 2UOs Engineer Seal Perm De Figueiredu, PE 52809 DRAFTING. PE MIRING & MORE Date: 10/15/08 Scale: NA Design by PPMF MIAMI -DADE BCCOs - ola /.aa Drawing Number 09-082 Sheet 10 of 15 G;<,2 MUL! [ 3\1 SLAT SPAN MULLION HEIGHT 48 60 64 68 72 76 84 31 197 101 83 69 58 50 37 64 95 49 40 34 72 80 43 36 30 78 65 40 33 82 56 38 31 91 40 34 LOADS ARE LIMITED BY THE SLAT SPAN TABLE CN SHEET 3 ax„ iMULi- f ]ICJ SLAT ''IULLT_ON HEIGHT 60 72 78 84 1 96 108 120 SPAN 31 220 156 123 98 66 46 34 64 I00 76 59 48 32 -- -- 172 80 67 53 42 -- I -- - -- 78 65 62 49 39 -- 82 -- 82 56 56 46 37 -- -- -- 91 40 40 40 33 40 - -- ?x5 MULL I CPS! MULLION SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psf) SINGLE SPAN SHUTTERS AND MULTIPLE SPAN SHUTTERS WITH HEADER ANCHORED TO WALL SEE CONNECTION 10 AND CONNECTION 11 ON SHEET 14 SOD MULLIIIN 2x4 MULL -Cif INTERMEDIATE MULL ;UN SLAT MULL:ON HEIGHT SPAN 72 84 96 108 120 132 144 I 31 220 199 134 94 68 51 • 40 1 64 100 97 65 45 33 -- -- 72 80 80 57 40 -- I -- 70 78 ' 65 65 53 37 -- -- __ 1 82 56 56 50 35 - -- 1 9 1 40 40 40 132 I -- I 45 LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 SLAT MULLION EIGHT 84 96 108 120 132 144 156 SPAN 31 220 220 164 119 90 69 54 64 100 100 79 58 43 33 -- 72 80 80 70 51 39 30 -- 78 65 65 65 47 36 -- -- 82 56 56 56 45 34 -- -- 91 40 40 40 40 31 -- • cx6 MULL ION SLAT MULLION HEIGHT SPAN 108 12011321144 156 I 168 180 31 220 190 143 110 86 69 56 64 100 92 69 53 42 34 -- 72 80 80 61 47 37 30 -- 78 65 65 57 • 44 34 -- -- 82 56 56 54 42 33 -- -- 91 40 40 40 37 -- -- -- LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 HOUSING HEADER ON MULTIPLE SPAN SHUTTERS HEADER ANCHORAGE SEE SHEET 10 MULLION SEE CONNECTION 10 AND CONNECTION 11 ON SHEET 14 SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 13 HOUSING `- SINGLE SPAN SHUTTERS MULLION SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 13 SHAPES+ 1/8 -2X2 6063 -76 1/8-2X3 6063 -76 1/8 -2X4 6063 -76 I /8-2X5 6063 -76 1/8 -2X6 6063 -76 1/4 -14 GRADE 5 SDS AT 6'0C 1 /8 -IXI 6063 -T6 ALUMINUM ANGLE 2 OR 3-' 2 DR 3 I/4-14X3/4 GRADE 5 SDS SPACED AT 6' OC MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL: (305)597 -7797 FAX: (305)597 -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: + tt4 Tat f ttr. CA 8118 6971 W. Sunrise 8Ivd. 104 Plantation, FI.33313 ENGCO@AOL.COM APR 3 2009 Engineer Seal Pedro De Rgueiredo. PE 52609 DRAFTING' PR DRAFTING & MORE Date: 10/15/08 Scale: NA Design by PPMF MIAMI -DADE BCCU+ 44...414/7,24 09v/y/,.ya Drawing Number 09 -082 Sheet 11 of15 2x2 MULLION SLAT SPAN MULLION HEIGHT 361 42 48 54 60 66 [ 72 31 1441118 99 77 59 47 137 64 1 701 57 48 37 64 53 72 62 51 43 33 71 57 47 78 57 47 39 31 65 53 44 82 54 45 38 82 561 50 42 36 91 49 40 ,_ 34 401 40 38 32 LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 x3 MULLION SLAT SPAN MULLION HEIGHT 48 60 72 78 84 96 108 ! 31 64 72 78 82 165 132 100 81 67 48 35 80 64 48 39 33 71 57 43 35 65 53. 40 32 56 50 38 31 91 40 40 34 2x5 MULLION MULLION SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psf) CASE 2: MULTIPLE SPAN SHU 1 I tRS WM-I HEADER ANCHORED TO MULLION SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 13 END MULLION 2x4 MULLION INTERMEDIATE MULLION 'SLAT MULLION HEIGHT SPAN 48 60 72 84 1 96 1 108 120 i 31 165 132 110 94 ! 83 ! 69 54 64 80 64 53 46 40 34 1 172 71 57 47 41 36 30 78 65 53 44 38 33 82 561 50 42 36 31 1 91 401 40 38 32 LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 SLAT SPAN MULLION HEIGHT 48 60 72 84 96 108 120 31 64 72 165 132 110 94 83 73 66 80 64 53 46 40 36 32 71 57 47 41 36 32 78 65 53 44 38 33 82 56 50 42 36 31 91 40 40 38 32 2x6 MULLION SLAT SPAN MULLION HEIGHT 48 60 72 84 96 108 120 31 165 132 110 94 83 73 66 64 531 46 64 40 36 32 72 71 57 { 47 41 36 I 32 78 65 53 44 38 ! 33 80 82 56 50 42 36 31 91 40 40 38 32 LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 2 OR HOUSING HEADER ON MULTIPLE SPAN SHUTTERS MULLION SEE CONNECTION 10 AND CONNECTION 11 ON SHEET 14 iIt MULLION lei SEE CONNECTION 10 AND CONNECTION 11 ON SHEET 14 HOUSING HEADER ON MULTIPLE SPAN SHUTTERS SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 13 7-- SHAPES. 1/8- 2X2 6063 -16 1/8 -2X3 6063 -76 1/8 -2X4 6063 -T6 1/8 -2X5 6063 -T6 1/8 -2X6 6063 -T6 1/4 -14 GRADE 5 SDS AT 6'0C 1/8 -1X1 6063 -16 ALUMINUM ANGLE .-1/4- 14X3 /4 GRADE 5 SDS SPACED AT 6' OC MANUFACTURER: STORMWISE 13015 NW 45th AVE OPA- LOCKA, FL 33054 TEL: (305)597 -7797 FAX (305) 597 -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHU 1 i tR Engineering: Extg(grr JXW. CA 8118 6971 W. Sunrise Blvd. 104 Ptantatlon, FI. 33313 ENGC0I ACL.COM Engineer Seal Pedro De Rgueiredo, PE 42808 DRAFTING. PK DRAFTING a MORE Date:10/15108 Scale: NA Design by: PPMF MIAMI -DADE BCCO. 042-0,14-z,* Drawing Number 09 -082 Sheet 12 of 15 2X2, 2X3, 2X4 2X5, 2X6 MULL CONNECTION 8 MULLION BARS ANCHORAGE FLOOR/CEILING MOUNTED TO CONCRETE (2 PER CONNECTION) ANCHOR TYPE G AND CI CONNECTION 9 CONNECTION 9—\ CONNECTION 9 2X2 MULL 2X3 MULL (2 PER CONNECTION) ANCHOR TYPE (2X2) G AND C1 (2X3) G ONLY 1/8 -2X2 6063 -76 ALUMINUM CLIP (2 PER CONNECTION) ANCHOR TYPE C1 1/8 -2X4 6063 -T6,j ALUMINUM CLIP CONNECTION 9 CLIP ANCHORED TO MULLION BAR CUT TO FIT INSIDE MULLION_1 1/8 -2X 6063 -76 ALUMINUM ANGLE CUT TO FIT INSIDE MULLION CONNECTION 9 1/4- 14X3/4' GRADE 5 SELF DRILLING SCREWS (3) PER CLIP LEG MULLIONS 2X2, 2X3, 2X4, 2X5, 2X6 CONNECTION 9 CONNECT ION 8 APPLICABLE ONLY FOR L ANCHORS G AND CI CONNECTION 9 2X4, 2X5, 2X6 MULL (4 PER CONNECTION) ANCHOR TYPE G 1/8 -2X2 6063 -T6 ALUMINUM CLIP 2X4, 2X5, 2X6 MULL 25 (8 PER CONNECTi0NW 1/8 -2X4 6063 -T6 ALUMINUM CLIP ANCHOR TYPE C1 ANCHOR SCHE TYPE DESCRIPTION MANUFACTURER EMBEDMENT ED BASE MATERIAL CI 5/16' TAPCON ITW 2 1/4' 3 1/8' 2899 Si p CONCRETE G 3/8' WEDGE BOLTS POWERS 2 1/2' 4' 3000 psi CONCRETE NOTES 1- ED - EDGE DISTANCE 2- EMBEDMENT DI HENS ION ARE TAKEN BEYOND THE WALL DRESSING MANUFACTURER STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (305) 597 -7797 FAX: (305) 597 -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: Ezt.g(ILT CA 8118 8971 W. Sunrise Sivd. 104 [Rwandan, R. 33313 ENGCD@AO(.COM APR 17 3 2009 Engineer Seel Pedro De Figueiredo, PE 52809 DRAFT I NG. PK DRAFIINO & MORE Date: 10/15108 Scala: NA Design by: PPMF MIAMI -DA DE BCCO. Drawing Number 09 -082 Sheet 13 of 15 CONNECTION 11 MULLION BARS ANCHORED TO WALL SINGLE MULLION CONNECTION 11 SELECTION MULLION TYPE TYPE OF' ANCHORS A B C1 /C2 /G E 2x2 11. 2 11. 4 11. 1 11. 2 2x3 11. 2 11. 5 11. 2 11. 2 2x4 111.2 11.5 11.2 11.2 2x5 11.3 - - -- 11.2 11.3 2X6 11.3 - - -- 11.2 11.3 DUAL MULLIONS CONNECTION I1 SELECTION MULLION TYPE TYPE OF ANCHORS A B C1 /C2 /G E 2x2 11. 7 11. 9 11.6 11. 7 2x3 11. 7 11. 10 11.7 11.7 2x4 11. 8 11. 10 11.7 11.7 2x5 1 1. 8 - - -- 1 1. 7 1 1. 8 I 2X6 11. 8 - - -- 11. 7 11. 8 ANCHOR TYPE A/B E ICI /C2 G I S ED 3. 0 2. 0 3. 75 4. 0 2. 5 L0 4. 00 4. 0 S ANCHOR SPACING ED - EDGE DISTANCE CONNECTION 11. 10 DUAL MULLIONS 12 ANCHORS CONNECTION II. 1 SINGLE MULLION ONE ANCHOR 0 1/S -2X5 6063 -76 ALUMINUM \ANGLE CLIP MULL w CONNECTION 11.2 SINGLE MULLION TW0 ANCHORS CONNECTION 11.6 DUAL MULLIONS TWO ANCHORS CONNECTION II.3 SINGLE MULLION THREE ANCHORS MULL MULLS CONNECTION 11.9 DUAL MULLIONS EIGHT ANCHORS MULLS CONNECTION 11. 4 SINGLE MULLION FOUR ANCHORS CONNECTION 11.5 SINGLE MULLION SIX ANCHORS CONNECTION 11.7 DUAL MULLIONS FOUR ANCHORS CONNECTION 11.8 DUAL MULLIONS SIX ANCHORS ANCHOR SCHEDULE TYPE DESCRIPTION MANUFACTURER EMBEDMENTI ED BASE MATERIAL A 1/4' TAPCDN ITW 1 3/4' 2 1/2' 3192 psi CONCRETE B 1/4' TAPCDN ITW 1 1/4' 2 1/2' HOLLOW BLOCK :_ L C1 5/16'- TAPCDN ITW 2 1/4' 3 1 /8' 2899 psi CONCRETE C2 5/16' TAPCDN ITW 2 1/4' 4' GF BLOCK �E G 1/4' TAPCDN ITW 1 3/4' 1' PT WOOD (SG> =. 85) 3/8' WEDGE BOLTS POWERS 2 t /2° 4' ; 3000 ps1 CONCRETE 1/8 -2X5 6063 -T6 ALUMINUM ANGLE CLIP CONNECTION 10 CLIP ANCHORED TO MULLION BAR ' laluunululnm;;; =a■ MULLION CONNECTION 11 SHEET 14 4 Amualm=21111110 2', 3' 4', 5', 6' 2X2, 2X3, 2X4, 2X5 OR 2X6 MULLIONS <3) 1/4 -14X1 GRADE 5 SELF DRILLING SCREWS 1/8 -2X2 OR 1/8 -2X5 6063 -T6 ALUMINUM ANGLE CLIP 0 MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (305) 597 -7797 FAX: (305)597 -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: a.En.gTv Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, P1. 33313 ENGCOI AOL.FOM APR 2'3 2009 Engineer Seal Pedro De Figuesedo, PE 52809 DRAFTING PK DRAFTING & FIORE Date: 10/15/08 Scale: NA Design by PPMF MIAMI -DADE BCCO. z. oftligv • r t:inmH Drawing Number 09 -082 Sheet 14 of 15 CONNECTION 12 MULLION BARS ANCHORAGE FLOOR/CEILING TO BUILT -OUT TUBE CONNECTION 9 SHEET 13 Ern 0 0 CONNECTION 12 <4) 1/4' -14X1 GRADE 5 SELF DRILLING SCREWS CONNECTION 9 SHEET 13 Ir 411IIIII,76, I lJ .. .U.1R110141 _!r"� LsJ 0 CONNECTION 12 <6) 1/4' -14X1 GRADE 5 SELF DRILLING SCREWS SEE CONNECTION 12 AND CONNECTION 13 ON SHEET 15 HOUSING HEADER ON MULTIPLE SPAN SHUTTERS MULLION SEE CONNECTION 12 AND CONNECTION 13 ON SHEET 15 MINIMUM NUMBER OF ANCHORS PER BUILT -OUT MULLION • BARS ANCHOR TYPE A /EI B1 C1 /C G 2x2 3, 71 2 2 2x3 4 f12 1 3 2 1 2x4 5 12 3 3 2x5 5 3 3 2x6 5 4 3 S 3 3 3. 75 4 CONNECTION 13 BUILT -OUT WALL ANCHORAGE SUPPORTING MULLIONS CONNECTION 9 SHEET 13 CONNECTION 12 SHEET 15 <,,,,,,,,,,,,,ircrurntt ii CONNECTION 13 ANCHOR SCHEDULE 2', 3', 4', 5' 5' BUILT -OUT TYPE ! DESCRIPTION 1 MANUFACTURER I EMBEDMENT ED BASE MATERIAL A 1 1/4' TAPCON 1TW 1 3/4' 2 1/2' 3192 psi CONCRETE B 1/4' TAPCON ITW 1 1/4' 2 1/2' HOLLOW BLOCK C1 '5/16' TAPCON C2 5/16' TAPCON E G 1/4' TAPCON ITU 2 1/4' 3 1/8' 2899 psi CONCRETE ITW 2 1/4' 4' GF BLOCK ITV 1 3/4' 1' PT WOOD CSG > =.55) 3/8' WEDGE BOLTS POWERS 2 112' 4' 3000 psi CONCRETE NOTES 1- ED - EDGE DISTANCE 2- EMBEDMENT DIMENSION ARE TAKEN BEYOND THE WALL DRESSING LEFT MULLION LEFT MULLION+ QUANTITY OF ANCHORS FROM TABLE ARE 70 BE SPACED FROM CENTER LINE OF MULLION A-, BUILT -OUTS RIGHT MULLION RIGHT MULLION QUANTITY OF ANCHORS FROM TABLE ARE TO BE SPACED FROM CENTER —LINE OF MULLION B r -BUILT -OUT 1, 2, 3 OR 4 .ANCHORS 'ER SIDE •s 2, 3 OR 4 ANCHORS PER SIAE- MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL: (305) 597 -7797 FAX: (305)597 -7795 PRODUCT: H1- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: EngCcr Jitr. CA 8116 6971 W. Sunrise Btvd. 104 Plantation, FI. 33313 ENGCO(AOLCOM Engineer Seal Pedro 09 FTguekeoo, PE 52809 DRAFTING, PK DRAFTING & MORE Date: 10/15108 Scale: NA Design by: PPMF MIAMI -DADE BCCES Drawing Number 09-082 Sheet 15of15 JUL pcmcvn la 0 6 200 yY °�° raaaue Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 y35 ,1 -o°ti- 4114 Inspection Number: INSP- 120026 Permit Number: EL -7 -09 -1229 Scheduled Inspection Date: August 10, 2009 Inspector: Devaney, Michael Owner: AHEARN, LISA Job Address: 1009 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: Permit Type: Electrical - Residential Inspection Type: Final Work Classification: New Phone Number Parcel Number 1132050150010 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments rr� A......ct n7 7nnn For Inspections please call: (305)762 -4949 D.,..e G ..F 4 R • ,), •13. 2009 12:3GPM ,. C Miami Shores Village Building Department 0'0054 N -E-2ed Avenue, I4/Miami Shores, Florida 33138 Tat (305) 7952204 Fax: (305) 756.8972 BUILDING FERN= APPLICATION FBC 2004 Permit Type: Electrical Owner's Name (Fee Simple titleholder) Owner's Address City 11.410111) WinaiN State Ft „ No.6077 P. 3 Permit No. EL- 1-09- 1Z41 Master Permit No. w `� �►�pq..� 1 �� Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) I Mg iii . 1CN 64" City Miami Shores Nihaus County , -„+ FOLIO / PARCEL # , J 1- `ZOO- 5 "'oo i c Is Building Historically Designated 'YES NO • one # Phone # Zip Contractor's Address 1 LGQ0) State_EG _Zip Quali1er Name aufGn ci +ems, Phone # State Certificate ,,C i rtificate or Registration No. `.•i E-MAIL crtifi of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit S , 0-07, _ Type of Warta ❑Addition Describe Worte Aar- Square / Linear Footage Of Work: teratian DNew 0 Repair/Replace ❑ Demolition W*t*& t ******************w*** *******FC+irth ** **** *** u* ,t£.A Submittal F e e S , P e r m i t F e e S / s ' , CCF S 1-a0 co/cc Notary s. _ _.•� Training/Education Fee S (1- Technology Fee 8 4.00 Scanning S 3'OO Radon S OPUS Zoniig S Bead S Code Enforcement S Double Fes 5 2 Structural Review. S Total Fez Now Due S 1 �3S See Revere side -0 Bonding Company's Adder iCity State - Mortgage Lender's Name (if applicable) - Mortgage Lender's Address City State T Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or intstallation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construcdost in this juriadtction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS and AII& CONDITIONERS, ETC OWNER'S AFFIDAVIT: i that all the forcgoing information is accurate and that all work will be done in compliance with all applicable laws regutading car ' on and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PA.YI G TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to applicant: 45 a condition to the issuance of a building pennit with an estimated value exceeding 12500, the applicant rent promise in good faith that a copy of the notice of content and construction lien law brochure will be delivered to the person whose property s subject to attachment 4lso, a cert*ed copy of the recorded notice of commencement mud` be posted at the Job s for the first inspection which occurs sewn (7) days after the building permit is n abs= such posted notice, the inspection will 1t t be approved and a reb p n, fee will be charged. Signatur Ate or Agent owledged befog The forego day of who or "• has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLI this f7 The foregoing instrtunent ,, owledged s • n me this j 7 "1 f rt d a y o f e11—uf i`( .20 by Fig able( sch J7- ey Si NOT ►PVBLiMATS "12' Coem, FLORIDA EleS w OD Print: My Commission Expires; APPLICATION APPROVED BY: (Revised 07/t1107) DOMED 2SxtTA2 ", ZOII ^tae as ideni l NOTARY PUBLIC: Sign: Print JORGE J. JIMENEZ MY COMMISSION # DD 632127 EXPIRES: January 24, 2011 'landed Thru Notary Pubtie Underwriters My Commission Expires: s� 2)e-eyy� Plaints Exaninor Engines Z ACOR© CERTIFICATE OF LIABILITY INSURANCE PRODUCER (305)551 -0590 FAX: (305)551 -0857 Casualty Systems 3331 SW 107 Ave Miami FL 33165 1 9/26/20008 THIS CERTIFICATE 18 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. DISDREO Depot Electric Corp 11500 SW 143 Ct Miami COVERAGES THE POUCHES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTIMTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. _aG( U!nfiaia dU NHJIY FLaNEl R I3Y PPJD (Rites¢ INSRADVIL POLCY LcYEXPEATION I TYPE 0FINSURANCE POL DATE�pATE YL 33186 INSURERS AFFORDING COVERAGE muRERA;Scottsdale insurance NAIC D INSURER a Everest National INSURER C: INSURER D. INSURER E O SRAAL UABRITY r— X CONSIERCIAL f GENERAL UAS/LUYY 1 CLAMS MADE El occuR GEM A EGATEpLIMISAPPLESPER h 1 POtcY n . ryT n l.00 CLS1*540302 8/26/2008 8/26/2009 EACH OCCURAIIRICE, MAILS E Da tang el PERSONAL &A0VINJURY BENERAL s s $ $ s NDINTS_ /pPAGG S 1,000,000 100,000 5,000 1,000,000 2,000,000 2,000,000 AUTOMOBILE tJABILITY ANY atm ALLAUTOS SCIWOULED AUTOS HIRED AUTOS NON-OWNEOAUTOB COMBINED SINGLE UNIT BODILY IN AJRY (Per Aston) S BOTAI.Y MIRY (Perms PROPERTY DAMAGE (Po ocklent) S GARAGE LIABILITY RANY AUTO z3 AUTO O*.Y- EAACCIDENT OTHER THAN ►ACC S AUTO ONLY. EXCERRIEBRELIA LIABILITY OCCUR ❑ CLAMIS MADE RETENTION 4 AGO s EACH OBE S B Yam COMPENSAMON AND ESWWYERIC UAEB ITY ANY PROPRIETOROARTNEREXECIRIVE OFD EXCLUDED? Oyes, aesaaloeunder SPECIAL PROVISIONS berg 27000133.00-071 9/12/2008 9/12/2009 imam ra s OTHER EI_ EACH AC 1T S E.L. =EASE - EA EMPLOYEES EL DISEASE • POLICY LIMIT S 1000004 500000 100000 DESCRIPTION OF OP A71 R ADDED EN PROVISIONS Electrical Contractor CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 N.E 2nd ave Miami shores,FL33138 SHOULD ANY OF THE ABOHIE DESCRIBED POUR BE CATICELLAD BEFORE THE E71PWAHON DATE 1I0. Till: ISSUING INSURER WU. ENDEAR TO IWNL 10 DAYS WRITTEN NOTICE TO THEC.ERTIROATE scum NAIL TO THE LEFt BUT FAILURE TO 00 SO MALL IMPOSE N0 O&IUGATI 4 OR LOWS RY OF ANY KIND UPON THE SOURER, ITS AGENTS ORREFRESENTATNES. AuflBI1H:MED REPRESENTATIVE Ethel Gruntier /BONNY ACORD 25 001188) ACORD CORPORATION 1988 Pam1 012