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157 NW 98 St (11)BUILDING PERMIT APPLICATION FBC 2001 Owner's Name (Fee Simple Titleholder) Owner's Address 61 City U` Vl ...3State Tenant /Lessee Name Miami Shores Village Building - . ailment 10050 N.E.2nd Av g� . ~�= 3138 Tel: (305) 7 5.22 ax: (305) 7 6r8D72� /1 ' 3 1 Permit No. IVIIsttr Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Job Address (where the work is being done) 1-S l 1At City Miami Shores Village County Miami -Dade Zip _ ' Is Building Historically Designated YES NO Contractor's Company Name TVQ( Contractor's Address City l G.- 1 Qualifier State Certificate or Registration No. State Architect /Engineer's Name (if applicable) I _ $ Value of Work For this Permit � ,,10 i)4c6a ` 5 0 0 c, r ti (.16;4, d Type of Work: ❑Addition ' ❑Alteration [New Describe Work: Submittal Fee $ * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees ** * * * * * ** * * * * * * * * * * * * * * * * * * *** c../ Permit Fee $ Notary $ Training /Education Fee $ Scanning $ Radon $ Code Enforcement $ Total Fee Now Due $ 4 O0 (Continued on opposite side) Structural Plan Review. $ Zip Phone # Certificate of Competency No. Phone # i 44 V- 4 L Phone #3 ' 0 q -- L G Zip 5IL�) Phone # ❑ Repair /Replace CCF$ e Of Work: Technology Fee $ Zoning Bond $ N CO /CC a . CO El Demolition g U �-- 4-4 Bonding Company's Name (if applicable) Bonding Company's Company's Address City State Zip Mortgage Lender's Name (if applicable) l .J Mortgage Lender's Address City State Zip Application is hereby macre 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 AIR 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 rnust 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 absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The fore day of who is pe NOTA Sign: Print: My Corn ission Expire Owner or Agent instrument was acknowledged before me this I by lefolcAh )iici( nown to me or who has produced �Q * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 As identification and who did take an oath. M`te Ve.s _ Commission 0231984 •3und iantic Bonding Cc, iiuc Signature Contractor The foregoing instrument was acknowledged before nee this_ _ day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * ** , . T************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 'MIAMI SHORES VILLAGE BUtI DING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date 7111M Type Insp' n F4 ,, f 5i15 Permit No. '' "95.1) Name ,0. in 6: Address P `r i eV : J q 3T Company aeplt+f' Phone # 3 1 7 ) YO Inspection Date / : Approved Correction Re- Insp'n Fee 3893 1 ZA •M. I�tTI SHORES VILLAGE BUDDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date (R1tot Type Insp'n 1IU� 1/ 3 Permit No. 1 J ? /J FO3 Name E 1d Moo t Address (57 Nu) c u 3 ` Company Phone # S / 131 1 /2 F7 Inspection Date 00 Approved Correction Re- Insp'n Fee r e -AJ4c © 32X n' (A)1 �v LAI►, L249 - tom! A . r �6u&u VV t.e ! A)U e! . Ale " l '7.-- fr - ' ., CoXiS A 6Crie I v k, ik - 5 CoCC j\t ,1/4..) 0.t, ---- Miami Shores Village 10050 NE 2nd Avenue Printed: 6/9/2005 Applicant: HEROLD Owner: ALOUIDOR JOB ADDRESS: 157 Contractor Local Phone: Parcel # 1131010240110 NW 98 Signed: (INSPECTOR) Building Permit Phone: 305- 795 -2204 Permit Number: BP2005 -805 ALOUIDOR HEROLD ST Contractor's Address: Page 1 of 1 Legal Description: BONMAR PK A SUB PB 17 -11 W1/2 OF LOT 23 & LOT 24 Fees: Description Amount FEE2005 -7828 Building Fee $200.00 FEE2005 -7829 CCF $1.20 FEE2005 -7830 Notary Fee $5.00 FEE2005 -7831 Training and Education Fee $0.40 FEE2005 -7832 Technology Fee $5.00 FEE2005 -7833 Scanning Fee $3.00 Total Fees: $214.60 Total Fees: $214.60 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 11/27/2005 Construction Value: $1,258.18 Work: TEN HURRICAN SHUTTERS In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BLK 1 LOT BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N. W. 26'" Avenue Opa Locka, Florida 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.060" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 99 -230, titled " 0.060" Aluminum Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #4 dated May 23, 2002, bearing the Miami -Dade County Product Control Renewal 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 aver 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 renews NOA # 02-0531.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helm) A. Makar, P.E. NOA No 02- 0826.06 Expiration Date: 08/26/2007 Approval Date: 09/19f2002 Page 1 0 0010 . NO1Ei tR1[ L THESE HE APPROVAL OOA O VVDEEISION SE T WR Y ISSUANCE D REPRESENT yO�PP�p• Flan F ACCEP AHCE 10 WITH l NV C THE S Et . C00E. MIGN VL1DLITY ANE 2. TO VERIFY THAT THE ANCHORS AS TESTED ARE NOT OVERSTRESSED N THESE APPROVAL OOCIHyENYS S A 33% INCREASE II ALLOWABLE STRESS WAS USED IN THE PAST /NA y S � T C�` { EFE! TQ}E�[TmHUEl nisi FACTO aO R fNw ` NpOC E ON V T- O 3. 4. TM/ FOR1 5 171.50(3 T FC * P 1T1 1(45 LdM SYSTIMM.. LURE INFORMATION 5. AOM ETR f1 UMENT COMPLY' WITH CHAPTER ,1101�N - -23 00 THE FLORIDA HEREa ROVaLCONNT�R L rani S pl V ° S /1 ti [x1itNNI z R UCTIIE # O 101 ITH ppyy COFJ1 App1 O MAT iNE MUCT SUSSTA R 7. THE AP- . 0V �o oegUFEpNHTSS.pr ONS TO THESE APPROVAL sE � DOCUNENts WILL V010 . ! B olia 1047 ELECT FOU.O�WIN 0p�PTTI01 SSi5OC ENT[pSp(. TH wl RE i m M g jf �E TS OKf[ S R M0B9E7EICT�IWCT/T0 T HE ~� A G S A CED WSW � 01. A CONDITION TO TINI OPRCMI O STUDDED ANGLE T SCALE.!- ran AND DICTA PA NEL M11OLMTHO IA A.. HO CO W I A AA ..A . Y W E A NE PPAL ABLE, !Hal. T V R FI VL - MAx 03/23/02 1046 1 85 X01, CO 030111. MEL1010 KOCK ON 5000 YN TTAI0 S r•r•gOA ST a M TUN •R(5 ALICAKe SEE NOTE 30 • 050(5 L ELEVATIONS ITV► 1157010 ••31.1.01.. CONCRETE. SL MAMM) II MOOD FlIODUCT RENEWED mt 4l5(5115I5PW RR Asoper Ns Coule 0 7 OVERLAP PASKIERS TIP. MEE MOTE • • R4 1A GAGE OAL V. STEEL O AE CLOSUII r • r M. TO r•3 - MAX E10 q PA05 • - O.5. 0OA OE15Y [N S LOADS LESS AM OM 10Wt TO IM PET MC 0 OE. FOR OSEOL AEA'S NEATER IMAM Tsp. MCNO Oa AT SOQIILE MM MET KCPTAI TI LE AROO 32 M {! RK Y�I -TA AL{NIiM 3 MAX S ANGLE !!! ® ANGLE SCALE B N1 C ..T.O- yy Ire ( FIIOM pry AID[ CE&!N CON [ p 01815 AND ANGLE ZOICE:NEAL 0111 O Y- o L BS l ic b gr O EY TIE:NeMe o L SCALE • T -V 9. KY ORNl ANE110LS SMALL 14 ALUAu... ALLOT. I M0 Thick. WITH A MW. 10 AS OW aTr 10 S: LL arNWEVP = ND SMALL A !E P 0. P rI8 L WABELEO MW D�RR 1MNHS ���� OIC. T CI[IE W REIOL APPIIOb® 1t N/11R'I UM TEI 1 STRENOTN AIR NMSSOALVANQED OR STAw1ESS STEEL WITH A 12. ALL EXTRUSION. SMALL OE 0003 -T1 ALUMINUM ALLOY. U.0.5 13. TOP LgOTTON D[TA4.SSNOWN MAY 4M ASIO 14. PANELS UT A SS TU SH N ALL 9ASTIOND TO 0V AT FiOSPAN TO A YTS1 E f S�� T _ E � yT 4 S IIAII (!DDE1 05 S I12 Y �.rr ALUM TM ANEW . 240 I S 5T�LSYTUSEtySATI P BPEANNEL SPANS US i /N�AN 77 6 AT AT1N ON ANY�YE PER WA TI A 1 P, fK ►R*0PVIEAMI0 F OMNER &L .' 'ft / FA St TN =MIT q GAGE GAL,. STEEL SKY. STEEL 0RA0S so Oa ALUM. I • H3L . 011 - KEYHOLE WASHER KALE .HALF SEE LT- { } ter 9I >-r GA 4 STEEL TUBE KALE .1 • r -0 0.10 • 3 -1/2 101.5 Ant,. WAS1(5MO WO ZITS .12.V1 0.0 ITYPI 1I4 MAX. 1x101010 NOCRETA. 3011010 IMOLA Oa MAMMAS 10000 PLAN VIEW 500 500 - t t 1 PROOYLT 3 A4K1150 LOCATION I �! I 12.50 COVERAGE 10 30 SCALE . r . r -r I T - 1 rTP � I.sr O B ANGLE s3AL1 : 1- . r.r a SCALE, I -VO • T-0 STORM PANEL t0A3• TYP. 1 /L S.S. 55110 .0.100 MOEN U111. MOOUCI 3318100 1WTIOM411013tMW1 .031 17811 .055 GFE.t� B 'P TRACK SCALE :MALT SIZE �25 LSr I E3• WINGNUT SCALE . EAU SASE map. 70 PANEL YAM SECNO* RAN VI50 001751 MOM? O�III OT OI5CT TYPICAL ELEVATION (SYSTEM 1) "°"5 OVERLAP PASTEIRRS M REINFORCING TUBE RECURRED. TOP MOUNTS SHALL SC . 0 - ow V HEADERS 5t DONCT MOUNTS WITH ANCHORS • 4 -114 03. OR 12.1./1" O.C. SOTTO* MOUNTS SHALL ES Y TRACK OR STUDOEO ANOLIS WITH STUDS 0 0 -1 /0 0.0 OR OIRCCT MOUNTS 00TH ANCHORS • 6-1/ 1.' O.C. 011 12 -102 O.C. 4 9 1 ir 1 111r gy • • r. RA OA ATM AMEN{ 4PPLRM LE ESE NOTE 10 A TYPICAL Et(VAT10ty !TIM ESLAR PAOTESCI! IS/SPAMN NAM NOTE W 1-310 OTT-SLAP MM. sir TIM MOUNT w IgOMT 9.:2 0301t 030( GAL V. STEEL 000053 PIECE 4 1 1 TOIL MAT SE WED VINE AZORES WMATON PROM GLASS Er Is 000510. SEE L. ARM TOY MON CLASS 'camas. use 01. Me M mat Ig YEW L TE N. SIEIT 1 S I :11 1 N I OPTIOMAI. LEO OORCTNN erA STANDARD CHANNEL SCALE : NAU SITE P45 TOME MU 41.5. POT OEn05 LIMOS LEES TVA 05 [OVAL TO EA PEP MO r OE. POI MOM WAGS IMAM TANN 15 PEP Ma AMOR SLIROKE T05 Amr ACOP0A04.E4010C1/0 EXM TMIG CONCRETE. MOLLS. KPRwwi00 50GDD N 466 0ALV. STE0I ORAES S0 VOTTI 1OLP11155 POW. TO PANEL SPAM1 SEC LOOT Lnr utA f Lnl•� O 'h• HEADER O °M HEADER Q •U' HEADER SCALE. !- • T -0 SCALE: r • r.0 SCALE . 1 - . r -0• Ssr opTIOKAL 00E511OK LEO SOFFIT CHANNEL SCALE . RALP SRS 10 GAGE RALV. STEEL Su MAx. CLOSURE SCALE. 3• • 1_0 TOP MOUNT *DOE OMECT MOUNT r• r TOOL MATES IOZD weal R1D1RE0 WARMAN 1551 NASA IS RNURE4 Stf IP.RATOM MO14AL0 00(5102[. NMI 4 AND PLAY VYN L son 3. WIT ERtA/FASTENERS 0 NI NEW 00x100 NOWT OR DIRECT TYPICAL ELEVATION (SYSTEM 2 OVERLAP FASTENERS OR 5[[11553(1(3 TUBE 550110(0. To► a SOTTO* MOUNTS SHALL 81 Y TRACK OR STUDDED ANGLES WITH STENOS • 1 -100 0.C. OR 0r15CT *DUNES WITH ANCHORS p 6 -1 /4 0.1. sssAEOinOIle ?Mk Msgemor ., -O ?).D S 1h-Ewis : /r L EXISTING (CNCREIe 1133.L0 W ELDER OR 1.0013 *RANNO wal ropt SLL MN. IRO L ► - IRON {TAWS 7 IRE r FASTENER. (E! ANC • GOMM[Te/N'11NT �I GLASS OR DOOR 03/23/02 1t:0s SEE FFoo13M Qa (TABLE GLASS 011 BOOR commg PM - $ } r•L• .121' 7'• 12S • N.V. WOO N r F.T. 4000 WI VA'1 LAO ELMVS. 4' 0.1. I ,-vr r T 1« FOA E0EC os 407 M 0. 0700 AML( FASTENER. SEE ANCHOR SCHEDULE. REFERENCE [0116(106 • TOE r ®c011r ENISTW CONCRETE HOLLOW AWOL DR WOOD FMNND ANGLE TOR/ALL OM WALL MOUNT SECTION SCALE . r • P-0- O � pCOMT. SK SANS. • 10 D.C. i - VL'I • L.VI• L.• NO Ka W IR it' O.L MAO W/ 1 -1/1^ 104TH TON N CENTER OF STILES • TNTE DETAIL MAY BE NM AT TN OR EDTTOM DF 5NELS. MOTE: USE OF THIS DETAIL 1S LIMED TO * 12 PO. WALL MOUNT SECTION (BOTTOM) © SCALE : r • t••0^ PAN& TO MOW DETAI 101' MAO V .70 NA00E BOLT • tsNONUT • I -Va D.C. (OOT*N «000. CONC. OR HOLLOW ILOER STROCTI•10 I7Tp SU $RA40ARATIW FROM GLASS SOIL MAILS GLASS CO ODOR O CEILING/INSIDE MOUNT SECTION SCALE : - MASS z nom RON GLASS IT L FASTENER. SEE AKNEN S(KD4.E. REFERENCE COIM((TIOH 'OW 0 • EXISTING (OKCR(11 HOLLOW BLOCK OK W000 FRAMING 1/5-2S 140111( BOLT & VNOMlT • Nva 00. WALL MOUNT SECTION (DIRECT MOUNT) FASTENER. SIC ANC OR SCHEDULE. REPO U CE (O.K(TON •71,18• ENISTIN0 CONVICT( HOLLOW OLOVR OR WDD13 FAANNO OIOTAN1 EASg14* • -1. L 1^ I OR O -vr OC. HA.- SO K- T 0S 1.n SUNDAE 0FA[K SEE ANCMN 3[44041 1420410* CD>RE(T1011,01 USE 10.20 STAINLESS sO:o. TI•AlS WAD SOLTS 4ITH KCTNOLI vASNE t MAW SOLI MAO N MAREOW runnel OF REYHOL1 Id/Limn s � L ¢ : • t Va CLEO MALA WITH HAWAII) WRRL11T T AC1sS C OST I =Or. t • EOOTNO(P4RET HO4O4 OLOCR 011 1.000 AAA /0 GLASS OR 0006 (OOTI/• 113Nt0171 HOLLOW ',LOIN OR «1300 FRAMSN EMS 503T1:1411. uE a1L1100 s(M01AC. a01AOK1 CONMCT51 ' 1007 • Mime NOTE :116E 00 TIDE OETAt 13 WAITED TO x12 P6F. O SOFFIT MOUNT DETAIL SCALE • T • T .0 - Fas7(M(R. SEE ANCHOR s1140ULL ammeter (ONMCTON • INN I• VL -70 NLCH14 SOLT L 1.N3I1NTIR 7r O c 100 TOP S BOTTOM 0010 Vt'MA K GNATS T' 1EADI LED 4USN W TM 0•A N(L SOTTO. OPTIONAL LEO DIRECTION .ALTOLER. Ill ANCHOR SCMNR1. REFERENCE CO•0411ION . ".,. 7/ 4.7! 0ACIeM 004T • 1.NOINT OVA' 0.C. NOTE OM OF 7105 OETNL IS WAITED TO x72 PEP © BUILD -OUT MOUNT SECTION SCALE : r • T• -0 TNaE WL'• WD00 D(al/4 W/ 1' MIL EMSKRIDIT OR TN1Q W000 0/SMNOS WI r FSM EMINEINLWT 71 AT EA0IAAST. TRUSS Oa RAFTER p 7L' OZ. MAXI 7 • WOOD NOT. TRIMS OR SAFT10 17 WO EETve(N MUM • 11• Di. MAN VA^ MAX Pw 72ULT Rmgw0D sOS0013Ee4 MOO. MOOD Wig Cob 1110OUCT NEVISED tNitifts � r� — ,y,. 06. OtEW 4r ir G e��a� *�atCEtfai J i� L . o L rD .1 ZZ IN *• ehee 0 7/19/799 9 MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE 'POSITIVE DESIGN LOADIMI (PS0) ACTUAL SHUTTER SPAN IL) (F7 - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE (INCHES) (1NCME5) MINIMUM SEPARATION POR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) SYSTEMS 1 & 2 SYSTEMS 1 IL 2 MIOSPAN TUBE MIOSPAN BOLTS ALL CONDITIONS 40.0 2 -1/4 3 1 -1/4 2-1/4 3 1 -1/4 2 -1/4 3 1 -3/8 2 -1/4 3 1 -1/2 2 -1/4 3 1 -5/8 8' -5" 2 -1/4 3 . 2 -1/8 50.0 3' -0" 2 -1/4 3 1 -1/4 2 -1/4 3 1 -1/6 5' -0" 2 -1/4 3 1 -3/8 2 -1/4 3 1 -1/2 2 -1/4 3 1 -3/4 2 -3/8 3 2 -3/8 60.0 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 2 -1/4 3 1 -3/8 2 -1/4 3 1 -5/8 7' - 0" 2 -1/4 3 1 -7/8 8' -4" 2 -5/8 3 2 -5/8 70.0 2 -1/4 3 1-5/8 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -5 /13 T -0" 2 -1/4 3 2 7 ' -9 2 -1/2 3 2 -1/2 05/23/02 11:00 © BUILD -OUT MOUNT SECTION 1:163.5 CO.r•KEM HOLLOW OMEN QA w000 PELTING Wet LAtf NAT BE MIDAS TYPICAL Nn•a66e*f OWN LEO W 'f' T SCALE • 3 • r-9 auk a S.LY. STEEL � { s�ffeel" CNeCT•11 •met• EXU'4G W000. CONC. OA MOLLCW BLOCK STRUCTURS FASTEN/N. LEE ANCHOR SCMCNAC. aTTENINCE CONNECTON'TN% 1• SCALE : 0 • 1 ExarNO CONCAE70 55011 W BLOCK ON 01000 NEAIONG NEA. 1E1 •KA011 f0 NOULL 419*GC1 COW1CT55.1Ni I, 1/L -Pe NADINE 504T & NUT• I• e; ITYP. 701. • $0TTae OUAL VL'NAN E06T05 CONCRETE . ASt0NEN. m .0.05E NaLOV ileac oft SC1E011.1, WAND= Waco Pa COMIC TION•30(551 • X1 I 501 SEPANATSN CRON n:uE e " E N NF' TRACK CONNECTION TO O EXISTING STRUCTURE DETAIL wL.n NAC1•IE 51 0 - • * * .C. O MILT • 011 I AL9I %Tail YA �fOl" fw1 O ALT. "P TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : ]- ./.0. O5 •rop l • L.20 KA0Ei1 5OLT L 109I0427 • 5 -01*' 02 514.19 NAM1e MT t ••1500 • L 0.C. NEW STRUCTURE DETAIL SCALE : 3' • 1••0` N S0r STxco flaps CL SNAT -• et MYERYDI WSRE LATn MAY f1C NSEO05 TYPICAL 2i LIED O T T 4 0 'P TRACK CONNECTION TO 11.10 a.vr Ea . A-0L' •.W 1•wr •EIBENR 7A8)O•IS M*0E ABSMlLY(=TIM a) SCALE : N.T.S. MOW. MANDLE L0TATION 1'. us -•r - 1.512' A1.01N01 ANS/1 14/ w srw r .r.56'.r -T.v A LU5* ANR AMAIN N AOMCIPIT PANELS 70 RECEIVE 755 wL -E• •043. PLACE IANEL 071A ENC. ADJACENT /ANE2. A15 PASTED. ■••••5 •••• THE •6011. OILY 551 OM 1 PANELS WWE1 T A 8 L 2 1I4 • POWERS CALK -N W/ 1 /•' Ma OHO. N CONC. • rO.C. Oa 51.01 0001413 STEEL 1600.0. W/ r ••• ••••• N [MOWN •rO.C. 1 /4 .ED STUD INTERIOR PSVEMING ANOLE A�KY NOTE : USE O• THIS DETAIL IS LOOTED TO x73 PEA AND A MAX. . PANEL LENGTH OA 11'-0'. O STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE ,1-112 • 1 -0' 2' .1•. •r NN. cow. 511. 1. a 1101 -70 ALYMN ALLOY a R EASE Nall. S3lll • M 01 -1/2'• 1-512' AL. arm AMNIA vain Nair%• WSylIT3 • fOONT OP PANEL 10AN a 1r MC. FUJI ITm © ALT. CORNER DETAIL SCALE • 3' • r_0 '04 7 y • b•• 07/79/1509 99-210 maturzam ntosucTotreewso ja 1110OUCE2M81111 AaglE• II 1.06" .r•L7�A •2'2 ANCHOR SCHEDULE FASTENER 4u.3fl6U1/6 SPACPJO INCHES) REWIRED FOR VARIOUS DESIGN 10AOS AND SPANS W 0 it z ANCHOR TYPE 060 (w) PSF MAX. Ho OIIEC 1) MOM. 2 EDGE DISTANCE FAIN. WEDGE DISTANCE 'ANSI, T•.: ,. 3' -7" ' IgTE 1) A16 UP T•• 5' -3" ^ ' a NON 2 ANS UP T�- 5' -5" > = ROTE 1) ABSIP 3' -7" , -- NOTE 1) SPARS OP 5' -3" (SEE NOTE 1) •: WOW T 6' -5 f83: NOTE 1 1 TYPE 2 • 3 1 CTAN TYPE 2 3 war 1 •. TYPO 2 3 ONNECT 1 TYPE 2 • 3 ONNECTION 1 TYPE 2 3 Met 1 TYPE 2 T1• 3 MIN. 3.000 P.S.I. CONCRETE y•. ' • tA 15 1/4 /Tld lA►CON w/ 1 MN. EMICOMENT 46 12.S 12543 11 11 11 11 11 11 10 9 2S 2S 2512512.512.52512 11 11 11 11 11 7 62 23125 92 25 125 11 12.5 6 7 125 25 23 DS 12.5 2 12S 7 11 72 S 123 12.5 125 11 9 2s 6 6 25 523 123 3 123 2 25 S 9 92 12.5 125 11 • 6 7 25 4 5 225 22.5 25 25 8 12 INS 5 9 230 6.25 5 4 5 6.15(/; 4 625 i5 5 9 5 5 9 25 5 9 * 1/4 CLCD MALE/ 'MALE YAN0.MATE- w 1 - 3/4 not [AEW1[NT WITH 114 -25 MACMN[ SCREW OR W823lJT :0 • 125 INS 11 • 12 12 125 :2; 5 225 2 .5 6 6 E2 223 • 12 9 • 5 123 125 12 12 10 12 4 6 72 11 7 7 12 125125 2 8 9 10 3 5 92 • 9 4 6 • 4 , 175 11 10 12.5 4 7 10 3 5 230 A 4 4 4 10 3 5 10 3 5 10 3 5 y' "4 POWERS CAL "' Mt 7/1• EENENT MM A V4 20 976[8.055 STEEL NACN SOIEM M 48 1232 25EE®2iiN 10 m © 125 2.5 123 25 125 25 25 62 123 • 123 2 5123 8 0 123 23 12512511 . 10 125 72 25 • 125 123 11 • 6 7 03 25 125 25 8 11 92 125 125 9 9 6 7 123 2 25 11 • 7 11 230 123 6 1 • 6 12.5 7 125 7 7 111 65 IS ELiIi�Mi��r••E� I�I i:i32NeL:EMliilrL M�G.�� � �EI�5 1 � 7 n tii 6 3 $ WD N OLD© � � . 5 'cJ 2 rT 5 : I r I� L } I �1 E I�e5� rTi• 32Eiili+ii7ME r EIiilYi r�1�1 ENE n i 2 S V4•• POWERS ZAMAC IM14 -• 44/1 -v ENT 3 92 3 1 5 2 5 7 2 E 4 6 E� E 3 230 3 3 ©E 3 ©Iiii 3 I � S $ 32 3 M• RS 123 11 12 1 _ HOLLOW CONCRETE BLOCK • Iwi MN EI SCD NNE 48 12112.5 10 125 • 7 9 4 52 123 2.5 8 2 5 7 3 • 1L5 9 8 9 72 2517 10II3 0. Es 12s 1011205 7 6%I 92 11 77 5 8 r 3 Ea 3 ®B 8 10 3 5 7 o 230 * 1/4 600 MALE/ FEMALE 7AK6M■TI w 1 - 20[6 M EE011ENT 20TH 1/449 MAO** SCAEw OR WNRMT 23 ' 11 7 2.5 � .- 23 175 I 8 62 125 25 - 12 5 03 • 12 4 72 2511 10 4 2S 123 123 8 3 92 1 9 20 / 4 5 11 6 3 230 4 io 4 10 3 10 3 3 * 1 /4 POWERS CALK W/ 7/I EIY[OFENT 11/4 STAINLESS [El ST NADINE SCREW 48 202.5 •S 612.52 •'23123 • 1 7 62 5 Is 11 10 4 2 125 125 72 S 9 - 9 i 4 23 12 ' 2 8 3 92 7 9 1 4 12.5 12 125 4 3 230 4 F i, 9 / 4 11 3 11 3 - 46 I 4- 6 1 3 $ I 62 � �` Ji: KC.. � r Ee Ts 1 55 I � i EM 2 . 2 ! •Lr E i)i I I1�IE I r L I 3 El von) POWERS M/ 1-1/6" iN EMIEOMEM7 I 62 dLT/n 5 6 R e�ii �lEI 6 rTiLli:irl 6 /i/ Egg nroftEll 72 I I'S:sm 3 5 no 4 Irani ' 3 3 230 �� 4 ni: 4 n0,: 4 3/2 5 n 5 ANCHOR SCHEDULE 04570831 MA 18101• IPAW6 011117188 1[C191IDI011 VMIOMSOERBI ilJA06No SPA1B awruanws SNILSDG ANCHOR TYPE LOA O MAX. (SEE MpS 1) 1 6WEDGE OBTANCE SPANS UP Tg5P3163P 3' -7" (6B? NOTE 7) 1040020529 5•-3" ( NOM) Ig) TO 8' -S" (SEE TOTE 1) CONNEC 10/111371111EETENEONNECTION TYPE TYPE TYPE 1 2 3 1 2 3 1 7 3 000M 1 "'�" 1/4 54000 LAG M/ 1-3/ MN. TM..EAD S TO V e DRAIN 62 12 11 11 11 11 110.0 11 11 7 62 62 11 11 11 11 11 11 11 11 11 11 9 9 9 11 ---� fl 6 5 72 11 11 11 11 11 7 11 0 4 92 11 11 9 11 9 6 12 6 6 230 31 6 6 11 0 4 11 6 4 ` I �„�„\ 5/xY OA GRASS W000 6U9ING w/ v4 -20 90EWALK 80LT Wt r 13/4 l M EMBEDMENT 48 6.25,6 5 6 62 6.i 214191/56114.291.5 3 6 72 6154.2 6 6 632 4 92 656.2Sb.25625 3 5 6.25 4 4 230 6.5� 4 6.15(/; 4 625 STORM PANEL SPAN SCHEDULE _ NEGATIVE DESIGN LOAD W (P SF) OVERLAP FASTENERS OR REINFORCING TUBE RECURRED. TOP MOUNTS SHALL 8E "h" OR -U. HEADERS BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS • 6 -1/4" 0.C. OR DIRECT MOUNTS W/ ANCHORS p 6 -1/6" O.C. OR 12 -1/2" O.C. OVERLAP FASTENERS OR REINFORCING TUBE RECURRED. TOP L BOTTOM MOUNTS SHALL BE "P" TRACK 3312 STUOOE0 ANGLES WITH STUDS LB 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS di 6.1/4 O.0 SYSTEM 1 MAX PANEL LENGTH (FT - IN) SYSTEM 2 MAX. PANEL LENGTH (FT - IN) 40.0 8 -5 8 - 5 50.0 8 -5 8 -5 60.0 8- 4 0 -4 70.0 7 -9 7 -9 80.0 1 - 3 7 -3 90.0 6- 10 6 -10 100.0 6- 2 6 -6 110.0 5 - 7 6 - 2 120.0 5- 2 5- 11 130.0 4 - 9 5 - 8 140.0 4 -5 5 -6 150.0 4 -1 5 -3 160.0 3- 10 5 -1 170.0 3- 7 4 - 11 190.0 3 -5 4 -10 190.0 3- 3 4 -8 200.0 3 '- 1 4 . 7 210.0 2 - 11 4 - 5 220.0 2 -9 4 -4 230.0 2 -8 4 -3 1 ANCHOR NOTES: 1. SPANS 8 LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIRC LOADS MUST BE MATTED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE SELECT G N 106 GREATER AND EDGE EL DISTANCE. 0 NEGATIVE 00520N LOAD ON SHUTTER AND SELECT SPAN GREATER TNAN OR EQUAL TO SHUTTER SPAN 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR W000 FRAM2NO. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR tOENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL 8E INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE I5 W000 FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STIR FRAMING. FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2"84" (MIN) WOOD ST 0. 3/4" WOOD S TU D SHA LACCEPTABLE OERN PI " 0.055 OR GREATER DENSITY. LAG SCREWS SMALL HAVE PHILLIPS PAN HEAD OR HEX MEAD. 6. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS MEAD. OR WAFER HEAD (SIDEWALK BOLTI. U.O.N. 9 ' NOT DESIGNATES HATES ANCHOR OR CONDITIONS WHICH ARE 10. +0ESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. P1113011CT WPM McR 1 sMO Be MAY Delft CAM MS� Oe6t 11.167 6E 6 MO* Selig Cale Ample g ib - 6 1.: rhigadp- Mike s.1• 01/10/1999 99-2i0 sheet 4. of 4 05/23/02 11 6 1-A i1 M • Ir & Ai -1/2 .° I .-■■•••■•• ita-67 Noma • • it/04 fr -0Z9.-C .0 . 4 L. 12-64 Ah ,Ndo. • ,t2,e 4.3:a • • •