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WS-16-672 j V Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-254706 Permit Number: WS-3-16-672 Scheduled Inspection Date:April 18,2016 Permit Type: Windows/Shutters Inspector: Naranjo, Ismael Inspection Type: Shutter Final Owner: GAGNON, ELSA Work Classification: Shutters Job Address:1055 NE 96 Street Miami Shores,FL Phone Number (305)546-8088 Parcel Number 1132060143710 Project <NONE> Contractor: ATLANTIC SHUTTERS, INC Phone: 305-945-7277 Building Department Comments INSTALL ALUMINUM STORM PANELS ON 6 OPENINGS. Infractio Passed Comments INSPECTOR COMMENTS False I Spector Cpmrrlents Passed l 1 Cb Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 15,2016 For Inspections please call: (305)762-4949 Page 15 of 37 r € Miami Shores Village 10050 N.E.2nd Avenue NE " n Miami Shores FL 33138-0000 ' H Phone: (305)795-2204 g . s �5 50 Expiration: 09/18/2016 Project Address Parcel Number Applicant 1055 NE 96 Street 1132060143710 ELSA GAGNON Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ELSA GAGNON 1055 NE 96 Street (305)546-8088 MIAMI SHORES FL 33138-2551 1055 NE 96 Street MIAMI SHORES FL 33138-2551 Contractor(s) Phone Cell Phone Valuation: $ 1,360.00 ATLANTIC SHUTTERS,INC 305-845-7271 Total Sq Feet: 109 Type of Work:INSTALL ALUMINUM STORM PANELS ON 6 Available Inspections: No of Openings:6 Inspection Type: Additional Info: Shutter Final Classification:Residential Shutter Attachment Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-3-16-59013 DBPR Fee $2.40 03/22/2016 Check#:4254 $ 130.00 $50.00 DCA Fee $2.40 Education Surcharge $0.40 03/15/2016 Check#:4208 $50.00 $0.00 Permit Fee $160.00 Scanning Fee $12.00 Technolgo Fee $1.60 Total:L- $180.00 t--�' ^J,1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining�Kereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting t6iis permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required fort-LECTRiCAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNER$_I FFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructisr},and z ing. Futhermore,I authorize the above-named contractor to do the work stated. March 22,2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March X.2,2016 1 316 Miami Shores Village g cE�FD Building Department 7MA 1 � 1610050 N.E.2nd Avenue,Miami Shores,Florida 33138Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1055 NE 96 STREET City: Miami Shores County: Miami Dade Zia: Folio/Parcel#:11-3206-014-3710 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):PATRICE ROBINET, ELSA GAGNON Phone#:305-546-8088 Address:1055 NE 96 STREET City: MIAMI SHORES State: FLORIDA Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ATLANTIC SHUTTERS, INC. Phone#: 305-945-7277 Address: 1970 NE 153 STREET#7 City.. NORTH MIAMI BEACH State: FLORIDA Zip: 33162 Qualifier Name: KEVIN KENNEDY Phone#: 305-945-7277 State Certification or Registration#: CBC1251102 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$1,360.00 ware near Footage of Work: 109 Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: INSTALL ALUMINUM STORM PANELS ON 6 OPENINGS Specify color of color tth�ru tile: 1 Submittal Fee$ SO ' `s`-' Permit Fee$ � ` CCF$ CO/CC$ Scanning Fee$ Radon Fee$ �2 _ '*40 DBPR$ Notary$ Technology Fee$ t . GO, Training/Education Fee$ 6 Double Fee$ Structural Reviews$ 92 Bond$ TOTAL FEE NOW DUE$ I5 QZS - (Revised02/24/2014) �, s ~ 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 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 absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign Signature WNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day n of (A arc ,20 \ � ,by �/ O day of n�Gt. 120 1. ,by L 's Gi (?� . n�^ ,who is personally known to Tt1L��1 A who is personally known to me or who has produced L as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Wuk a AdA Sign: l_,.��,tics� 00 Print: l�`t�4� PIA Print:Print: timet f 44^ kc J Seal: ,�� ,� W�JJAItAA.BELSKLS Seal: J�1' WS.LMA.BIRM MYf SWI#EE8014 AIYY 4@E842514 s EXPIRES:Octot�r29,20t8 br Th+u P 't a Dw4w That Pubk--—rt s APPROVED BY (� / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ATLWIM C SHUTTERS, INC. 10-0-c)c� 197a X6. • •;StI 7 FN�o( Rech,FL 39162131 ' .13 CBC1251102 NAME. ' CV L YJir ,C.. :DATE J t� (ADDRESS CITY yam emmfi i.. zip�J� _PH:WK(� s OPENING PRODUCT G' REMOW DETAIL SRfECIFIC S ...HMOM TRACK 10- UNUSUAL.OPIRNI 50 �uw� 5 u INSTALL: YES '. NO❑ FLOD COLOR: W j H.tO,A.:YES CI N PRICE $ . . 34. SALES TAX $ —6 PERMITS $ TOTAL CONTRACT$ DEPOSIT(50--9/6) $ 00 BALANCE $ A0 (DUE UPON INSTALLATIONY 'ESTIMATED DELIVERY 1 rS •EsiGnaOad delMmy drne starts upar.receipt.oFep canple �- aired forinstailel�n;i.e.:permit ap . CONDI9'IONS>'` . g7iAT1TICSHUTTER&INC('3ELLE PURC TOTH {ALEANDdiQ3T D10RLIVERYOFTHEOVESBECIFlED000DS FOR#.FIE ABOVE SifECIFIED PRICE ANiS AiS H BET FO C0 UE6lN'TPIE R�'SIDHrlF TI fiS CONTRACT,gdCLUDiN6THEDESC LtlNITATIO 1NARbISU BBPDl7A'1EDINnO' "IIbN�{tACTABiF FULLY SET FORTH ON THIS PAGE THE D CONDITIONS OF THI3 CONTRACT MAY NOT tMOD CEPT FN_4YRNt$'SINEQ$'a'8E{1 EFkS'DIiLY AUTHORIZED REPRESEMATNE THIS =9i10T VALID UNTIL AGREED TO AND'ACCEPT60"$Y COMPANY. Pum aeANesend byhis aignaduei curMq[afwxIs and sicisial ilbji iof6ii ftreveresalftrnt��:andrieawaen euuwviathlemen �•t §ribt oDta4red orinduoad by any promise. and that Ire/sheAhayfiaWhave-r 4 Y of this BUYERS(PURCHASER'S)RIGW W THIS IS A HOME SOLICITATI©WWdA,. 4PYOU DO NOT WANT THE GOODS OMIG "S,YOU 1VI1AY<CANCEL TH)4kVX T BY PROVIDING WRITTEN NOTICE TO S N,BY TELEGRAM OR BY MAlkrTICE MUST INDICATE T�JAT YSI�%{-0 NOT-WANT THE GOODS OR SERVICES AND MUST OR POSTMARKED BEFO 6 TRIM QUSINESS. IVDU SKIN THIS CONTRACT.IF YOU TIMELY = CONTRAST,'YOUR DEPOSIT AGREED AND ACCEPTIEDSY LLE ' Z:j AGREED AND ACCENT PUR SENTA I COMPANY: DATED: 3 c 4 k7 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL.REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 KENNEDY, KEVIN P ATLANTIC SHUTTERS INC 1970 NE 153RD STREET BAY 7 NORTH MIAMI BEACH FL 33162 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. PROFESSIONAL:R�GULATION Every day we work to improve the way we do business in order to CBC1251102 I$SUED `'09/01/2014 serve you better. For information about our services,please log onto = www.myfloridalicense.com. There you can find more Information CERTIFIED Bb CONTRAS FOR about our divisions and the regulations that Impact you,subscribe KENNEDY,KEVIN to department newsletters and learn more about the Departments ATLANTIC SHUTTERS fIVC initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly. - We constantly strive to serve you better so that you can serve yourV Customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Expira8 dale AUG 31,2018 L1409010000303 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CBC1251102 The BUILDING CONTRACTOR ` Named below IS CERTIFIED ��ws Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 01 KENNEDY, KEVIN P ATLANTIC SHUTTERS INC 1970 NE 153RD STREET BAY'S.. NORTH MIAMI BEACH- -FL 33162 a. = , .__..__ An nern1 uocn OV 1 AIA/ eCnu I-1anon4nAnn9n3 Donee Lodi --Bus-i-ness Tax Receipt Miami—Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY 5156682 BUSINESS NAME&OCATION RECEIPT NO. EXPIRES ATLANTIC SHUTTERS INC RENNEWAL -- -- PTSNI-BER0,-20-t&-- NORTH MIAMI BEACH FL 33162 Must be displayed at place of business Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS ATIANTIC SHUTTERS INC 196 SUB-GENERAL BLDG CONTRACTOR PAYMOW RECWftj BY TAX CO s CBC1251102 LLECTOR ior{tec(s) 3 $45.00 08/17/2015 FPPUD6-15-016023 This Local Rushers Tax Receipt only,contimm pagmost of tm Local Business Tax The Permit,or a certification of the holler's Hicetoos, do Business Hobler xi r wpt.'�° i r' or soagwernmeaNl regulatory Iasis a requirements apply N Ire which ��� ht�pist� The RECEIPT N0.above most be displaW as all commercial Vehides- ,. - Formore iafemmtMa,Visit ffareeitw�r • t 000768 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY 4065173 BT BUSINESS NAME&OCATION RECEIPT NO. EXPIRES ATLANTIC SHUTTERS INC REMA1. SEPTEMBER 30, 2016 NORTH MIAMI BEA 1970 NE 153 STACH FL 33162 4243093 Must be displayed at place of business Pursuant to County Code Chapter 8A-Art.9&10• OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED ATLANTIC SHUTTERS INC 206 MFG/RECYCUNG/PROCESSING BY TAX COLLECTOR EMP10yee(s) 3 $45.00 08/17/2015.. FPPU06-15-016023 TMs Local Business Tax Receipt only co if payam d of the Local Business Tax.The Receipt M not a Beesm pwak or a certification of tide hoMer's Wali icadorm,to do bushmsm Holder mot amply wRb say gommaeatal Or 0089098MROUNI regulatory 1=9 no retialreccoms vAch apply to the business. The RECEIPT N0.above most he dbpkyW on all mal vetiiges�6giaml-0mle Codec&I-M For more Information.visit KPKC0-1 OP ID:LV .4cc�w CERTIFICATE OF LIABILITY INSURANCE 1 D / 0 0 33/116/261201166 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. PRODUCER �E T Lauranne L.Victor . Keller Stonebraker Ins.(EC) PHONE 410.461-0705 Ne:410-465-8766 Ellicott City Office C 3458 Ellicott Ctr.Dr.Ste 104 E-MAIL ;laurl@ksllnc.com Ellicott City,MD 21043 Michael T.Kohlenstein,CPCU INSURER(S)AFFORDING COVERAGE NAIC F INSURER A:Selective Insurance Company 12572 INSURED Atlantic Shutters Inc. INSURERS: 1970 NE 153 Street North Miami Beach,FL 33162 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY POLICY EXP ILTR TYPE OF INSURANCE ImPOLICY NUMBER D GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 X X COMMERCIAL GENERAL LIABILITY 51324451 10/01/2015 10/01/2016PREMISES a occurrence) $ 100,00 CLAIMS-MADE Fx-]OCCUR MED EXP(Any one person) $ 5,00 X Contractual PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,00 POLICY X PRO- LOC $ AUTOMOBILE LIABILITY1,000,00 COMBINED SINGLE LIMIT Ea accident A ANY AUTO 51324451 10/01/2015 10/01/2016 BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $AUTOX OS OX ED PROPERTY DAMAGE HIRED AUTOS ECDN $ X UMBRELLA LIAS X OCCUR EACH OCCURRENCE $ 2,000,00 A EXCEssw40 CLAIMS-MADE 51324451 10/01/2015 10/01/2016 AGGREGATE $ 2,000,00 DED I I RETENTIONS $ WORKERS COMPENSATIONWC STATU- OTH- AND EMPLOYERS'LIABILITY YIN RY LI IT ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Schad Equipment 51324451 10/01/2015 10/01/2016 Forklift 15,00 A Install Floater 51324451 10/01/2015 10/01/2016 Limit 25,00 DESCRIPTION OF OPERATIONS t LOCATIONS I VEHICLES(Attach ACORD 101,Additional Pernaft Scimdule,If more space Is required) Contractor License #CBC1251102 CERTIFICATE HOLDER CANCELLATION MIAMI-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores,FL 33138 AMTHoRIZED REPRESENTATIVE 'ei AO. w..� ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 302578 ACC>R" CERTIFICATE OF LIABILITY INSURANCE DATE CERTIFICATE ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsemen s. PRODUCER �E,CT Certificate Department Commercial Lines-(813)639-3000 PHONE .813-639-3000 FAXCNo 855-299-7117 Wells Fargo Insurance Services USA,Inc. E-MAIL : clw.certreq uest wellsfa o.com ADDRESS 2502 N.Rocky Point Drive,Suite 400 INSURER(S)AFFORDING COVERAGE NAIL 0 Tampa,FL 33607 INStIRERA: Wesco Insurance Company 25011 INSURED INSURER S; Atlantic Shutters,Inc. INSURER C 1970 NE 153rd.Street,Bay 6 INSURER D: INSURER E: North Miami 33062 1 INSURER F: COVERAGES CERTIFICATE NUMBER: 10249507 REVISION NUMBER: See belay THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSDDL POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE POLICY NUMBER DIMMIDDIYYYYI COMMERCIAL GENERAL LIABILITYDA AGE ToRENTED EACH OCCURRENCE $ CLAIMS-MADE F-1 OCCUR PREMISES Ee occurrence) $ _ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN1 AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ _ POLICY PRO- JECT D LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBBIdent INED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident) $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS EMPLOYCOMPENSATION ILII 7/1/2015 7/1/2016 X STATUTE ER A AND EMPLOYERS*LIABILITY W WC3149585 ANY PROPRIETORIPARTNERIEXECUTIVE YIN E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? ®N I A (Mandatory M NH) E.L.DISEASE-EA EMPLOYE $ 1.000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ 1.000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Rernarks Schedule,may be attached I more space Is required) License#CBC1251102 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Buildong and Zoning SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10150 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE The ACORD name and logo are registered marks of ACORD ©1888-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) II Robinet Residence 1055 NE 96 Street Miami Shores, FL. 33138 ."". CITY . . .... ...... Mean Roof Hieght 20' •..• •• Peak Roof Height 22' • ...... .. .. ...... usCOP ME ...... • •••••• .... . ..... ...... . ... ..... . . . . ...... 57"x41" X 39"x41" 39"X53': ••• • ;00:00 • •; x x 3 4 5 • X 6 57"x53" WIVE M 1 cis a 20"Al F2 (Doc x 39"x41" F x fd x x x x Voles c� -C�� Miami Shores Village APPROVED BY DATE 7GNING REPT '( BI_DG DEPT XPi Sl llT.li' 'T TO L%OMIT IANCE WITH A��F.11��nn�9 �� =>-rAl� AND c'OUNTy lllll_ti S ANn fT. AkL,*FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT . . .... ...... WIND LOAD TABLES FOR COMPONENTS&CLADDING.... ....:. WIND STANDARD: ASCE 7-10,FBC 2010/2014 EDITION••••• ;•••• FOR IMPACT RESISTANT SHUTTERS OR WINDOWS WITH S�puts *Goo••• .. .. .. . ...... County: Miami Dade •••••• Wind Speed: 175 MPH •••• • Risk Category: H f!g7h Exposure Category:D Tributary Area: 10 FT2 Roof Slope: >10' 1. Client: ATLANTIC SHUTTERS.INC. 2. Project Name: ROBINET RESIDENCE (Residential Projects Only) 3.Project Address: 1055 NE 96 STREET MIAMI SHORES FLORIDA 33138 city State ZIP 4.Building Height: 20' (See Figure 1 above) For building equal or less than 40 feet high Mean roof Maximum Design Load M height EXT.(+) INT.{-) ❑ 15 48.6 65.1 ® 25 53.3 71.4 ❑ 30 54.7 73.3 ❑ 35 56.1 75.2 ❑ 40 57.6 77.1 Notes:- -Table above shows maximum design load for shown building height in end zone. -Load positive and negative are taken at mean roof height and apply to all floors Disclaimer:- -This document is not valid without the embossed seal of an engineer 0 employed by Al-Farooq Corporation �a `� -No portion of this document may be used or reproduced in any manner. JAVAD ,P.E. (except,however,for that portion of ASCE 7-10 set forth herein). FL#70592 EB C.A.N.#3538 9360 Sunset Drive,Suite 2201 Miami,FL 331731 T:305.264.81001 F:305.262.69781 www akceng.com 'a1E mKami cene.cam . • •.. . . . ... .. .. . . . .. .. . • . ••• . . . . •.. Miami $Ijdre ujitlinj Dry artment Product A • &ia1 5�;hftfulej,,j20bjm arison Chart Address: JoSS-n4fq ,G Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rou 6 O eningShutter Required Mullion Required Impact ID or Door or Mullion Number Desi Pressure Pressure SL:e Yes/No Yes/No Yes/Zrio_ • • • • • •Wn 7• WO k 3 (+)PSF (-)PSE (+)1'SF (-)PSF • • • • • •0 • • S'47o Z .cl R�• 1� ? 15 3 .. . . .. ...... un Owps,c qU S T R f:E:5 �•••�• ' ..... Wholesale Aluminum and Building Procxia •:.�': ::::;: A Division of ABC Suppe M.-I*. • •• Product Approval Authorization Form t� To whom it may concern: Town& Country Industries hereby authorizes "\ c&.4,ors i T�-01r— To use our Miami-Dade County 0.0615 aluminum storm panel Product Approval# L 11398.3 on the following jobsite bts.9.-� Address: k b�S n fC-(to 4+ ftpwi No deviations from the approved engineering(drawing# 12-129) are allowed without a Florida professional engineer's signature and seal. All appropriate county codes apply. This form is not valid without a raised corporate seal and authorized signature. try authorized representative: F'l'orida Building Code Online Pagel of 2 i " � • � 0000. -4 :e7�a `L�'T.i SCIS Home Log In User Registration - Hot Topica Submit Surcharge Stats&Facts Publications FSC Staff SCIS Site Map• UnksSearch kBI'�usiu es5�r * : ••• 00000 0000:• ill •• • • • • Prafess� ral n Product Approval • • • USER:Public User 0000•• •• •• 0000•• -q ^*=gin 0000•• • • • i 1 Patnum aiuraval uen=;> eamn>Acnilot.ron fist>Application Detail •••• • • • • • • 0000•• ,.", �„ 0000 • 0000• FL# FL11398-R3 0000•• • ••• ••i•0• Application Type Revision 000000 000• •000.0 • Code Version 2014 • •00.0• • Application Status Approved • • 000000 •0••0•0 • • • •••000 Comments •• • 0000 • • Archived • • • Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Tom Johnston tomj@tc-alum.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed John W.Knezevich the Evaluation Report Florida License PE-41961 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. *2 Validation Checklist-Hardcopy Received Certificate of Independence FL11398 1398 R3 COI CERTIFICATE OF INDEPENDENCE SS odf Referenced Standard and Year(of Standard) Standard gear TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code fi)P ///(`•/T TePreJRill/annTl�4o/T nn>1/TA.»..R ntTr/1 r-1D T7r-A Vn 1.+.... 17/0/11AI C • . `Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/28/2015 000000 Date Validated 04/29/2015 • •0. •0•• 000000 Date Pending FBC Approval 05/04/2015 •• • • 0 0 Date Approved 06/22/2015 •00000 •• •• 0000•• • Summary of Products •••• • • • • • • FL# ei,Plumber or Name Description 0 ••• 11398.1 050 0615 STORMLOCS PANEL 2"X 12"ALUMINUM STORM Rhe •••0 •••••• • Limits of Use Installation Instruction 0•••• • • Approved for use in HVHZ:Yes FLSi398 R3 11 KC15010 Re_0�S.Ddf 0 • • 00�• Approved for use outside HVHZ:Yes Verified By:John W.Knez vich PIE 41961 ••000• Impact Resistant:Yes Created by Independent T&ird 4arW:Yes 0 X0000 Design Pressure:N/A Evaluation Reports 00 0 0000 • • Other:See Span Schedule Sheet 2 of installation drawings. FL11398 R3 AE KC Evaluation Report 15&Q..Ad� Created by Independent Third Party:Yes l3aCc contact Us ::1940 North Monroe StresL Tallahassee FL 32399 Phone:850-487-182a The State of Florida is an WEED employer.Coovriaht 2007-2013 Stam of Florida.::Privacy Statement::Accessibility Stamment::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,Contact the office by phone or by traditional mall.It you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licamsed under Chapter 455,F.S.must provide the Department with an email address if they have one.The mails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hsot-• Product Approval Accepts: GM M H Is securitvmi`t°s- e fi14.•///r.fTTeF+re/Rill/OrnnTlata/T nna1rR-r"r%/T n.xr/Z(:RF(.A P11 Ut•... 7/Q/7111 G ' a KC Evaluation Report No.150107 CONSULTING FBC Evaluation Report No.FL11398-R3 Issue Date: April 10,2015 EVALUATION REPORT •,P,J21 of ••••• Manufacturer: Town&Country Industries •••••• •• •• •••••• 400 Wes Mme,.,"- a.b-,N h a pad_-- •••••• • • • — Fort Lauderdale, FL 33309 •����. �...:. �•••�' Code: Florida Building Code,Building-5`h Edition(2014) ..'..' •..••; ••.••• Product Category: Shutters • • ;•••;• •••••• Subcategory: Storm Panels • • Compliance Method: Rule 61G20-3 Method 1(d),Evaluation Report by an Architect or Engineer Product Name: 0.050&0.0615 Aluminum Storm Panels Description: 2"x 12"Aluminum Corrugated Storm Panels Purpose: This Evaluation Report is issued in accordance with Rule 61G20-3 pertaining to Product Approvals issued by the Florida Building Commission. This is a building code evaluation. Neither Knezevich Consulting,LLC nor John W.Knezevich,PE is the Designer of Record for any project using this Evaluation Report for permitting unless specifically retained for that purpose. Compliance: This impact resistant storm panel shutter system has been evaluated and found to be in compliance with the referenced Code and is,for the purpose intended,at least equivalent to that required by the Code. This Evaluation Report is valid provided there are no changes to the product,quality assurance program,or referenced code. A re-evaluation of the product is required following any code changes in order to maintain its validity. Evaluai P ry: Kne % tl o u g � e 2 /15 Rohn W e ' Vr F1 rfse No.PE 41961.,,, FBC tga itlori 1D 1a 1VE1754 x� C�.., .. .. The seal appearing on this document was authorized by John W.Knezevich,PE 41961 on April 28,2015. This does not constitute an electronic signature;original, signed&sealed hard copies to the appropriate agency will follow. 1600 South Federal Highway,Suite 961;Pompano Beach,Florida 33062 T:954.772.6224 F:954.320.6451 a , 11KNEZEVICHKC Evaluation Report No.150107 CONSULTING FBC Evaluation Report No.FL11398-113 Issue Date: April 10,2015 EVALUATION REPORT . •P • ••• '2 of 3.••.•. 1. Evidence Submitted: •••••• •+ •• +••••. 1.1. Test Reports: •.•••• i•••i• • • 1.1.1. 0.050 Panels: Construction Testing Corporation(CTC),Test Report No.Pp.- $dated• ••� ••�.•• 06/28/2000. Hurricane Testing Laboratory(HTL),Test Report No.03531119 rIO datl3tl+' ••.•.• 9/7/2010. Testing complies with TAS 201-94,TAS 202-94,and TAS 203+9Ms•+9 •' 1.1.2. 0.0615 Panels: Construction Testing Corporation(CTC),Test Report No!98!0;4 datC4••;• ••••!• 04/23/1998&00-038 dated 11/07/2000. Hurricane Testing Laboratorw(HT.LI,.Test Deport No. ...•.. 0353-0308-11 dated 04/07/2011. Testing complies with TAS 201-94,TAS 102 94,ancFU- 203-94. 1.2. Product Evaluation Document: Knezevich Consulting, LLC Drawing No. KC150107 dated April 10,2015,Sheets 1 through 8. The Product Evaluation Document is an integral part of this Evaluation Report. 1.3. Structural Calculations: Calculations prepared by John W. Knezevich,PE verify the system performance based on testing and analysis of tested properties. Calculations also verify the specified anchorage is compliant with allowable anchor capacities. 1.4. Quality Assurance National Accreditation and Management Institute,Inc. (NAMI)—FBC Organization Number QUA1789. 2. Impact Resistance: 2.1. This Storm Panel Shutter System is large missile impact resistant and is acceptable for use where large or small missile impact resistant coverings are required. 3. Wind Load Resistance: 3.1. This Storm Panel Shutter System is designed and tested to resist wind loads as referenced on the Product Evaluation Documents. 4. Installation: 4.1. Installation,including anchorage to structure,shall be in accordance with the Product Evaluation Document referenced herein. S. Material Specifications: 5.1. Component materials,anchors,and structural substrates acceptable for use shall be in accordance with the Product Evaluation Documents. 6. Labeling: 6.1. Shutters shall be labeled in compliance with FBC Section 1710.8. 7. Limitations and Conditions of Use: 7.1. This evaluation report covers uses as detailed in the referenced Product Evaluation Documents. Conditions outside the scope of those documents are not within the scope of this evaluation. 7.2. This evaluation report is applicable for installations within or outside of the Florida Building Code,High Velocity Hurricane Zone(HVHZ). Reference tables on Sheet 2 applicable for both zones. 1600 South Federal Highway,Suite 961;Pompano Beach,Florida 33062 T:954.772.6224 F:954.320.6451 KC Evaluation Report No.150107 CONSULTING FBC Evaluation Report No.FL11398-R3 Issue Date: April 10,2015 EVALUATION REPORT •p3of3•••••• . . •6 . • • • 8. Certificate of Independence 000.64 00 •0 0000•• 111'fl.7.ae��ir-PTch-vvii'Jtthki'n'g,—:LC-does-t-ItFrhLv�i,—ii'vi-wHi"i' q-u' e—j a-rrr-ra'1'lGiur'irrite'reS Es 'pa'n-y-6 -- 6 - 66.666 manufacturing or distributing products it evaluates. 0.000. :6.0:0 6 8.2. Knezevich Consulting, LLC is not owned,operated,or controlled by any compapy Migufactu�ingg- �����• • distributing products it evaluates. ..6 6 •.. .06 . .60000 8.3. John W.Knezevich, PE does not have,nor will acquire,a financial interest in an:-@"Pany 0 0� manufacturing or distributing products it evaluates. 0 • ;0,006 0000•• 8.4. John W.Knezevich, PE does not have,nor will acquire,a financial interest in ark o0ew entitf involved iry6006; the approval process of the product. 6• 666 6 I 1600 South Federal Highway,Suite 961;Pompano Beach,Florida 33062 T:954.772.6224 F:954.320.6451 N LIMIT ONE HALF PANEL PER OPENING y o :cLLA �m 2� 2.250" .0603.00" MAX. 2.250" o o 0 -1.tm 2.02" 2.02" u cm d A¢ 1.05" 1.05" MIN. 2.250" o �+ Z r- E y TYP. c o N Z�. o c o O7" o 0 0 094 T P. .094" T P. .o .101" 094" � z oNr 07" p 1.17" �n u� W ~O�vL If-{I p N r 094" 094 N a � ..�Ea s SEE NOTE,' N SEE NOTE,' 094" in o N 120 0 uoiLLJ H,N c No. 12 No. 12 0 0 .No N x 062" 125" N rn'.06 o � N z2L.r ' 1.17' 2 C 3 4.062' N O N O --+ p„ u(nm G r 12.00" COVERAGE i 6.000" COVERAGE N.062 c m o W V cu Lm 3 * 375" 250" c .375" •• 2.020" 4 a U�' N - - 14.375" - -- 8.332" - - �, 2.030" -- - - --- - o STORM PANEL HALF STORM PANEL O°h° HEADER O°U°HEADER BUILD-OUT°U° HEADER o Ll 3 r SCALE : 3" = 1'-0' O SCALE : 3" = 1'-0' SCALE : 3" = 1'- SCALE : 3" SCALE : 3" = T-0" ; a z W _ YLL� u° 1/4-20 MACHINE be CL 01 CREW Ca112" 1/4-20 MACHINE 1.525" 3.385" MAX. 3 v o~ SCREW(6112"O.C.(STUD ABE .C.(ST SCREW C&12"O.C.(STUID 886• .886" Z c � DIRECTION MAY IRECTION MAY- DIRECTION MAY ,092" .177" c a BE REVERSED) c REVERSED): BE REVERSED) 375" R 524 4. ' W 0 oI 125" TYP. .090" 090" (TYP.) y o J 1•• .125" TYP. N 1" .091" TYP. in I 150" '^ 150" _ 65': 550 W ��++.215.. 215" u'ti.215 215" o rW.� cm Q • - %N .313" c d �� 2.00" MIN. N .090,. 060" .090" YM 377" .632" - 5.00" MAX. 1 .a r� p z c a 315" R � Z =, st^ O STUD ANGLE O STUD ANGLE STUD ANGLE ' sYM- 700 w y � ��_w v qb 1.00" MIN. SCALE : 3" = 1'-0" SCALE : 3" = 1'-0" " 3 Q SCALE: 3" = 1'-0 GENERAL NOTES: 5 ANGLE Z a = z OC-TRACK(FINISH) Ce C-TRACK O BUILD-OUT F-TRACK � c SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 2 ° 1. THESE EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED AND TESTED IN ACCORDANCE WITH THE 5TH SCALE:3"=1'- o C 1 Z c a EDITION(2014)FLORIDA BUILDING CODE FOR USE WITHIN AND OU7,DE OF THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 3.76" ...975"T o J :k O o 0 2. PRODUCT PERFORMANCE TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 2u"i,TAS 202,&TAS 203 AND THE SYSTEM IS .3 E2 c LARGE MISSILE IMPACT RESISTANT. 190' •190' ° 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMEIv i� ^.'ACCORDANCE F N 563"N z y coo �' .t WITH ASCE 7-10 ALLOWABLE STRESS DESIGN.CALCULATED WIND LOADS SHALL BE MULTIPLIED BY THE LOAD FACTUk u.�- ORE �� 440" - o v cm o W RORWINDLOADCALCULA CALCULATION 13" 4 2 655' 13, .465" .655" < 4. FOR WIND LOAD CALCULATION IN ACCORDANCE WITH ASCE 7-10,A DIRECTIONALITY FACTOR OF KD�.85 MAY BE USED. � 5. NO ALLOWABLE STRESS INCREASE IS UTILIZED IN THE DESIGN OF THIS SYSTEM;HOWEVER,A WIND LOAD DURATION FACTOR OF 25' m C o 3 CD=1.33 IS USED FOR SCREWS DESIGNED PER NOS. m a o 6. THESE EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION PREPARED FOR APPLICATION OF THI5 `�0 0.090" (1 0.090" (TYP.) z 30" a W ••• SYSTEM TO A SPECIFIC SITE. o` • Q •• • •••e 7. THESE EVALUATION DOCUMENTS ARE THE INSTALLATION INSTRUCTIONS PORTION OFA PRODUCT EVALUATION AND SHALL ONLY _-_----=-7=3 o a N (20 GA.GALV.STEEL GR 40 • $ew • BE USED WITH THE CORRESPONDING PRODUCT EVALUATION REPORT. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY88„ OR 0.050"6063-T6 ALUM) •uy • • •• WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 2,p 0•• •e•u ey • • ••e• 8. THESE EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT OPTIONAL °� DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT LEG DIRECTION (ZAMAC 3 ALLO KEYHOLE •••••g • I :6000: DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. .•�r QtMN © WASHER t�9. ANY MODIFICATIONS OR ADDITIONS TO THESE EVALUATION DOCUMENTS WILL VOID THE EVALUATION DOCUMENTS. $ F°TRACK $a °F°ANGLE.- t RACK G NUT SCALE:HALF SIZE••••• • • 10. WHEN SITE CONDITIONS DEVIATE FROM THE EVALUATION DOCUMENTS,THE BUILDING OFFICIAL MAY REQUIRE THAT51TE SCALE:HALF SIZE O SCALE : HALF SIZE LE : HALF SIZ •••• • •• •• SPECIFIC DOCUMENTS JUSTIFYING THE DEVIATION BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. •••••• •• ••• 11. EACH PANEL OF THE ASSEMBLY SHALL BE PERMANENTLY LABELED AT A SPACING NO GREATER THAN 36"ON THE EXTERIOR FACE WIDTH UNLIMITED • • I WITH THE FOLLOWING MINIMUM INFORMATION: (PERPENDICULAR TO •• •• •• •• •i• TOWN&COUNTRY IND. PANEL SPAN) •"•'• H • FORT LAUDERDALE,FL TYPICAL SECTIONS TOP MOUNT a o • • • CD • TAS 201,202,&203 N } wl F- • •e Q' I :• •• 9 LB LARGE MISSILE - _ _ •• FBC APPROVAL NUMBER ,315"0 Flja •• • •e • • 12. ALUMINUM STORM PANELS SHALL BE 3004-H34 OR 5052-H34 ALUMINUM ALLOY WITH MINIMUM THICKNESS AS SPECIFIED IN SIDE Z"� • THE APPLICABLE SPAN TABLES. wi 1.00" 1 MOUNT zZ 13. ALL EXTRUSION SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N. 14. ALL BOLTS,STUDS,AND WASHERS,EXCLUDING INSTALLATION FASTENERS,SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE PLAN =:++Q STRENGTH OF 60K51 U.O.N. Q Q PLAN I. 650"�' i VIEW wWa 15. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY BE MOUNTED HORIZONTALLY a H I VIEW I =o- WHERE APPLICABLE. H&U HEADERS MAY NOT BE USED FOR HORIZONTAL MOUNTING CONDITIONS. x i \KEY HOLE SLOT" - 16. TRACKS MAY BE REMOVABLE PROVIDED REMOVABLE ANCHORS ARE USED. w Lmax. SEE STORM PANEL SPAN6 ��'W.'KiheZ£Vlch 17. IF PANEL OVERLAPS OPENING BY 1.5 TIMES THE GAP BETWEEN THE WALL AND PANEL,NO SIDE CLOSURES ARE REQUIRED. i- - 18. PROVIDE SEALANT AROUND PERIMETER OF COMPONENTS IN CONTACT WITH STRUCTURE TO PREVENT WATER INTRUSION In 1 SCHEDULE - TABLE 1 �� to IEr:gh er BEHIND COMPONENTS. wi w Cilcenseids :PEai Inju / „u w 315"e ' x�z E 0. t.00 TYPICAL HORIZONTAL ELEVATION �I N x.650.5 / 0 SCALE: 1/4" = 1' _ 0" -04/2$/1 - / ft: _ S NCITED 12" _ - - HOLE SLOT O �� Drawn b SRV (TYP.) BOTTOM MOUNT Q Date- DA/1p/201 0-*09 No,: °KC15Q107 SCALE: 1/4" - 1' - 0" HURRICANE PROTECTION sheet of C:\Documents and Settings\MCantu\My Documents\Google Drive\MiDi_Projects-Cad\O8_]WKnezevich\CAD2015\02_KC150107 T&C\RO-sub\KC150107-01.dwg,4/24/2015 12:01:40 AM,Ledger,1:1.02337,www.MiDisparate.com ' N C003 0 �10 LLJ10 0 LA-COS -J Ln J p � JuN c z C•s ui = ��t 2 W u 0 TABLE 1: PANEL SPAN SCHEDULES TABLE 2: MINIMUM SEPARATION FROM GLASS SCHEDULES �, e W � L 0.050 ALUMINUM PANELS O.0015 ALUMINUM PANELS 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS • o- ' MINIMUM SEPARATION o a Lu umm; x POSITIVE OR POSITIVE OR POSITIVE MINIMUM SEPARATION POSITIVE cc o tJ L max. L max. L max. L max. ASD SHUTTER FROM GLASS ASD SHUTTER FROM GLASS ?i = LL 3 ^ NEGATIVE FOR FOR NEGATIVE FOR FOR SPAN INSTALLATIONS INSTALLATIONS a V N. «' o INDLOA SPAN INSTALLATIONS INSTALLATIONS INDLOA LLL a �- _ -A-Sd POSVr[VE— f�iA-T-FVE- SSD--- ---POSLTI-VE --NE-GA-T-IVE-- - - --W.- - J -- ^' - a Nn O _ WINDLOAD ASD ASD WINDLOAD ASD ASD t - - 3o-' >3 �'� WINDLOAD WINDLOAD W WINDLOAD WINDLOAD (PSF) ABOVE GRADE ABOVE GRADE (PSF) ABOVE GRADE ABOVE GRADE v N_N 3 m (PSF) (PSF) 72" 3„ 1-3/8" 72" 3„ 1-1/2" Luo Z W4 a 23 144" 144" 27.5 144" 144" 30 104" 31" 2`" 27.5 104" 3" 1-7/8" z W Y�� c°v 135" 5" 3-1/4" 144" 4-1/8" 3-1/8" '° o 25 141" 144" 30 143" 144' 1-1/2c 30 135" 144" 35 138" 144" 72"" 3" 1-1/2" 72' 3" " 40 104" 3" 2-1/8" 40 104" 3" 2" � = ti 35 130" 144" 40 133" 144" 126" 5" 3-1/4" 133" 4-1/8" 3-1/4" Lu r o J 40 126" 143" 45 129" 144" 72" 3" 1-1/2" 72" 3" 1-1/2" o r Lu 45 122" 135" 50 126" 139" 50 104" 3" 2-3/8" 5p 104" 3" 2-1/4" c w a 119" 128" SS 123" 132" 9" 3-1/4" 126" 4-1/8" 3-1/4" s W w o 55 116" 122" 60 120" 127" 72 3"" 1-5/8" 72" 3" 1-5/e" =m 0 4�vrri� Q 104" 3" 2-5/8" 60 104" 3" 2-3/8" y W vY w o 60 111" 117" 65 118" 122" 111" 5„ 3" 120" 4-1/8" 3-1/4" 3 65 107" 112" 70 116" 117" 72" 3" 1-5/8" 72" 3" 1-5/8" _ om W — v U o 70 103" 108" 75 113" 113" 70 103" 3" 2-3/4" 70 104" 3'" 2-5/8" C.3 a Z 75 96" 104 80 109" 109" 72" 3" 1-5/8" 116" 4-1/8" 3-1/4" c = = J az o 80 90" 85 106" 106" 90" 32-1/472 y�R 60" 3" 1-1/2" 80 104" 3" 2-3/4" s UM a? 85 84" 93" 90 102" 102" 90 801, 31• 2" 1 109" 4-1/8" 3-1/8" c v o 3 a w 90 80" 88" 95 96" 96" 60" 3" 1-1/2" 90 601• 3" 1-1/2" a o 06 95 75" 83" 100 �'."' 91" 1� 72" 3" 1-3/4" 102" 3" 2-7/8" c o 100 72" 79" 110 83" 831" 110 48.* 3„ 1-3/8" 60" 3" 1-1/2" a J o 0 110 65" 72" 120 76" 76'' 65" 3" 1-5/8" 100 91„ 3"• 2-3/8" a z 120 60" 66" 130' N.A. 70'" 120 48„ 3" 1-3/8'" 110 48„ 3" 1-3/8" : y ow �• • ••:• 60' 3". 1-1/2" 83' 3" 2-1/8" �2 • • • 130 N.A. 61" 140 N.A. 65" x - • • • 48" 3" 1-3/8" ••mss • i • 0000 140 N.A. 56" 150 N.A. 61" 120 76. 3"" 2" •••iCR • • 150 N.A. 52" 0000 • • i •��i 0000 • I • ••• • • •• ••• N1 •• I • ••• • • C • • •• • O • j • 0000 •0••0• I •• • TABLE 1 &2 NOTES: 0 0 0 O • • • •0 0• 1. SEE SECTIONS FOR SHUTTER SPAN DEFINITION. • • 0 0.0 • • • • • • 0000 2.FOR TABLE 1, DETERMINE BOTH THE POSITIVE AND NEGATIVE " ' •• • • ASD WIND LOAD. CHECK THE MAX SPAN FOR EACH AND USE THE LESSER OF THE TWO VALUES. _ 3.FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD TO DETERMINE ALLOWABLE SPAN. 4.FOR TABLE 2, ENTER AT A POSITIVE LOAD Z PROJECT POSITIVE LOAD AND SPAN Z PROJECT SPAN TO DETERMINE MINIMUM SHUTTER SEPARATION FROM GLASS. aW "]W: iezpvich Engineer < " t1`cens•1 .:;1?E 47.x. x to A5 NOTED, a Drawn b : -ARV p Date: D4/ 5 o a"No.. s A(C150107 HURRICANE PROTECTION sheet 2 of 8 C:\Documents and Settings\MCantu\My Documents\Google Drive\MiDi_Projects-Cad\08 JWKnezevich\CAD2015\02_KC150107 T&C\RO-sub\KC150107-02.dwg,4/15/2015 11:50:03 AM,Ledger, 1:1.02339,www.MiUtsparate.com EXISTING CONCRETE, — ONAL LEG DIR ION I- C5 HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR EXISTING CONCRETE, 0 3 0 0 EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR CONNECTION TYPE WOOD FRAMING WOOD FRAMING C3 CONNECTION TYPE WOOD FRAMING j N o o V m �\ CONNECTION TYPE REFERENCE ANCHOR (TYP. TOP AND BOTTON) REFERENCE ANCHOR o J �N REFERENCE ANCHOR SCHEDULE FOR MAX. SCHEDULE FOR MAX. = 3 i Amo c I Ig := SPACING C7 u E MB. SCHEDULE FOR MAX. SPACING Q E0 v \ Z°c# 75 SPACING 1/4" MAX- - - - `4 S -1/4" MAi.� / w 1 o ia J� za WN J/2" 2 X1/4" MAX. S"5 �a o ` . >Z �� \LLJwp J r. ww - J� Qc C}�n3 c Z J Q Q VI 's Z J C V •�+ f,. Q.m a F D a VNr ui o EXISTING n Q E' w .. - -GLAZING--- ------ 1- -E-~ EXISTING zl i'` 1� a W Z 'cam O GLAZING - - --- a J SEE MIN. w SEE MIN. Nlp STORM PANEL F- J o O w ii SEPARATION JA D STORM PANEL wl= EXISTING Ln j Zvc v0. FROM GL i w SEPARATION v► w GLAZING SEE MIN. p z �' YLLm TABLE 2 w = FROM GLASS Xlz STORM PANEL w w Y o �~ ul TABLE 2 E Q SEPARATION 0 u z o X Z JI N FROM GLASS x c M Q Ea TAB rxoZ � _ J N E Q > o J WALL MOUNT SECTION �j( O OPTIONAL TOP MOUNTING UIL7E: 3!' T MOUNT SECTION ,o n. W z M OA B SCALE: 3" = 1' - 0" VE CAL = 1' - 0" c m a P SCALE: 3" = 1' - 0" l 1= EXISTING � z W ( GLAZING J a y C) z a SEE MIN. SEE MIN. Z J Q -+ _ a STORM PANEL -- "' "' Q m z Y �' a EXISTING z m STORM PANEL =m' o SEPARATION J (GLAZING a s SEPARATION n• SE D FROM GLASS z w m ~ FROM GLASS TABLE 2 1 � e� o `a �;; o TABLE 2 J o = _jT w; y 4O�4a�MAY BE w o x u� o Q v 0 w = -> �'REVERSEO w = Z y a F- _ m a. N w F3 cb" A -c �:: N u v c� o w p Ea lw7~ rt 9 VI ww : \ pN � Z z � W M8. ^ N \ �-- w F3 •.H i ` Q Q f— 0 0 Vt 1 t. �- E W c� o w ` 44 `b Xt� - Ja a � o s V. Y.,. a:P VI CL Lu p \ X Q a z wo E t< J d C7 C0 �110N TYPE C1 CONNECTION TYPE r 1/4" MAX. a •• N W Mg >' REFERENCE ANCHOR REFERENCE ANCHOR - = _� 1� 1-• 51 yyy�'' •• • ••:• SCHEDULE FOR MAX. SCHEDULE FOR MAX. 1/4-20 MACHINE BOLT61;j .• .� • 1 CONNECTION TYPE 1/4" MAX. SPACING SPACING i �' LOCK NUT @ 12" O.C.•••• • • ••:• REF RENCE ANCHOR —OPTIONAL (TYP. TOP & BOTT&v •& SCHED MAX. /EXISTING CONCRETE, •••� LEG DIRECTION : •••: SPACING HOLLOW CONCRETE BLb:r: OR, C1 CONNECTION ••.••• �• • WOOD FRAMING. SEE DETAIL(J EFERENCE r% 04 O WALL MOUNT SECTION •••• ••• D O BUILD OUT SECTION 0� �hAx v, I . • SCALE: 3" = 1' - 0" SPA[.i �G O BUILD-OUT MOUNT SECTION ...... ... E SCALE: 3" = 1' - 0" SCALE: 3" = 1' - 0" •• •• EXISTING CONCRETE, • • • EXISTING SEE MIN. I v HOLLOW CONCRETE • • ; �•i i • •••• GLAZING STORM PANEL BLOCK OR WOOD EXISTING • • • • 1 SEPARATION FRAMING GLAZING • • • • •••• FASTENER (a1 6O.C.OR FROM GLASS " � - EDGE CONNECTION TYPE Z,_J . • 12" O.C. ,BUT DO NOT TABLE 2 Y1. m EXCEED ANCHOR 1 DIST. REFERENCE ANCHOR Q n SCHEDULE SPACING. m O Q SCHEDULE FOR MAX. a H D Q �� USE REMOVABLE ANCHOR �� g SPACING WITH KEYHOLE WASHER 1 w:w b_ . `=' 1/4" SEE MIN. o w OR ANCHOR WITH WINGNUT ZIJ i ='"`•``� "^ `X"= MAX. STORM PANEL �� I- J WASHER. LOCATE FASTENER Q m SEPARATION to � HURRICANE PROTECTION IN NARROW PORTION OF , a EXISTING t J FROM GLASS wI W � �e � iezwich KEYHOLE WASHER 1 EI w w TABLE 2 wl= $ �+'ofuatelr C1 CONNECTION TYPE o ui GLAZING `✓� Q m �X44a (91 SIN �: FCt3cense £:PEa19i REFERENCE ANCHOR t-I-� a!Q ''� X Z SCHEDULE FOR MAX. A SPACING w w �I i J d _ in W Q 10 Xi SEE MIN. I.- '. STORM PANEL -, 1) W 1/4" MAX. �g4/28/1; s CONNECTION TYPE ! AS NOTED, E;Q SEPARATION w a FROM GLASS �I TABLE 2 "vi m 1„ 1„ REFERENCE ANCHOR ; EMB #; F SCHEDULE FOR MAX. Drawn b : ART/. EI Q I SPACING Date: O4/1D/2035 th Ji vi FLOOR MOUNT SECTION o� NO- CEILING O DIRECT MOUNT SECTION O MOUNT SECTION ;` •�(C150107 SCALE: 3" = V - 0" SCALE: 3" = 1' - 0" O SCALE: 3" = T - 0" sheet 3 of 8 C:\Documents and Settings\MCantu\My Documents\Google Drive\MiDi_Projects_Cad\08 ]WKnezevich\CAD2015\02_KC150107 T&C\RO-sub\KC150107-03.dwg,4/15/2015 11:51:31 AM,ledger,1:1.02336,www.MiDisparate.com N Cl CONNECTION TYPE JZ y o m REFERENCE ANCHOR ZIP a aLu SCHEDULE FOR MAX. < m < m o U- vsN 2" x 5" x 1/8" CONT. E SPACING d a < w - _3=a UJ I- ALUM.STUDDED ANGLE 0 J = 3 ® ;0 c 8 g W/ 1/4-20 STUDS ,'„ 0 �- U u E 75 @ 12" O.C. 9 WI„� Z�. o LLJ = a r EXISTING �, W F ; 0 EXISTING CONCRETE, � GLAZING N p x '^ N a o w a s HOLLOW CONCRETE BLOCK OR / w w W W 1Ola ''� ina- WOOD FRAMING / W x Z J SEE MIN. �� w = iia z N (TYP. TOP AND BOTTOM o < m STORM PANEL u► u � '^ o c OIv 3 C W EMB.;;;; 9 a < SEPARATION g vl 1 ra o W V d�3 Y 0I/ ~ FROM GLASS m,z wY - 0 w TABLE -- - 1�� F Lu CLa e UY o -... - -- -- --------- -- ----- __ - ._J _._ .. -- - _. --- -- -- - ---- -- - - " -- ------ u~► p C4 CONNECTION TYPE S c EXISTING w w - 1/4"MAX. REFERENCE ANCHOR o W o� GLAZING w s -1/2' 2" SCHEDULE FOR MAX. ""- Z ^• 0 C1� u C NNECnONTYPE MIN. MIN. SPACING z W YLL� U SEE MIN. x aC 1" 1" REFERENCE ANCHORbe CL STORM PANEL m z E SCHEDULE FOR MAX. 3 rc-22 o~ SEPARATION -- E < FROM GLASS ! J IA EXISTING CONCRETE, SPACING EXISTING CONCRETE, = i~ TABLE 2 HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR o z WOOD FRAMING WOOD FRAMING m W W P F°TRACK MOUNT SECTION FLOOR MOUNT SECTION BUILD-OUT SECTION W 5 z O SCALE: 3" = 1' - 0" O SCALE: 3" = T - 0" O SCALE: 3" _ _ y ° Q b d _ 1' - 0" Cw a Ps �P 1"x 2" yJjw EXISTING W = Z 2"x 2" Z J GLAZING 0 Z,m Q r' O EXISTING CONCRETE, 2••x 4" x 0.055" 6063-T6 STORM PANEL < m � vs H a w HOLLOW CONCRETE BLOCK OR 2"x 5" ALUM. TUBE SEPARATION 1 al< SEE MIN. ur d H e _f w n P WOOD FRAMING b FROM GLASS E STORM PANEL wv► i 3 z EMB CONNECTION ME r w REFERENCE ANCHOR TABLE 2 0 w SEPARATION tA w J FROM GLASS .~z. C Z 94� 4. SCHEDULE FOR MAX. tA J --z ] Lac E 0 TABLE 2 4 �- 9 x< 0 Lu SPACING :!- y, W w r- Ma W c = J sQ v w 1/2" to { 4a b �) J W 1/4" _ M � Il O W 1/4" MAX. W'o C9> v� kn�n�I MAX. ' y aac Q z` l7N I J � .. Z .._ i'e yT. .ii n nor � v C=! O s �w p `' d A S.S. Q W D :t+ W W w +.5 E < .i''.' :d° .:r..,,. -�i.,:t?wn+. �i y-�v uaJL C7 Z v a �" & NUT @ 11" O.C. < Q w J (A v~fj �EM '; DOUBLE 2" x 5" x 1/8" r= �-- c a ;�•: CONT. ALUM. ANGLE W o v 1/4" MAX. o a EXISTING 1 E � C1 CONNECTION TYPE w C2 CONNECTION TYPE CL. W GLAZING— Ir EMB REFERENCE ANCHOR 0REFERENCE ANCHOR a 0 .0 . .••. SEE MIN. 0 w b SCHEDULE FOR MAX. 0 r SCHEDULE FOR MAX. H STORM PANEL 0 SPACING ki Z SPACING • • .' SEPARATION p b d • • • W w %` f •• • •• • 6666 FROM GLASS w = 1"x 2" • TABLE 2 u 2"x 2" 6666.e • • • W x 0.055" 6063-T6 ALUM.TUBE {= c� 2"x 4" • •••• A Z 12"x 5" EXISTING CONCRETE, ••'•• : • • E < O INSIDE MOUNT SECTION OHOLLOW R WOOD BLOCK .... • • �.. 10-+n WALL MOUNT SECTION O 660606 (4 6 6 ... O WALL MOUNT SECTION C�N SCALE: 3" = 1'-0" 0 • c . M SCALE: 3" = 1' - 0" SCALE: 3" = 1' - 0" 'r•LSMG O 040000 ONE 1/4"fix MIN.3 -TWO 1/4"Ox MIN.4"LONG STAINLESS STEEL THREE 1/4"#x MIN. 4" WOOD ROOF TRUSS • OR FRAMING MEMBER WOOD LAG SCRE01q(S 4 0 1-1/2"1-1/2" @ 24" O.C. MAX.•W�F�• > . EXISTING �� WOOD LAG SCREWS @ 24" O.C.MAX.WITH LONG WOOD LAG SCREWS • m • • 6000 WOOD FRAMIN 1-3/4"MIN.EMBEDMENT INTO EXISTING STUDS @ 24" O.C.MAX. WITH 1-3/4'• 2-1/2" EMBEDMENT • ••�. /. EMBEDMENT INTO WOOD EXISTING STUCCO F Q EQ. INTO WOOD MEMBER .� • . . :--1" x 4" x 1/8" x CONT. ALUM. FINISH OR PLYWOOD z6666•• TUBE MEMBER -WOOD ROOF TRUSS SOFFIT E /,� TWO 1/4"#x MIN. 4"*L•ON( • '; ' • TYP #14 x 3/4" 1-1/2"1-1/2" OR FRAMING MEMBER W III WOOD LAG SCREWS TEK SCREW HALL BE PERPENDICULAR EXISTING mI ( @ 24" O.C. MAX. WITH q 4 4 4b @ 8" O.C. Q E TO THE PANEL FACE GLAZING w I I 2-1/2" EMBEDMENT 1/4"MAX. EMBED. - INTO WOOD MEMBER NG STUCCO uJi,w FINISH IOR PLYWOOD I I 1/4" C5 Q I l I I SOFFIT 1" x 4"OR 1" x 6" MAX. :p W a < 1/4' 062" CONT. ALUM. � �:V1f l�nez�vith t =- - q�, ►- 'f%>:%.;'R`3:'. `-,%rt •'• ;_:' MAX. 3 #14 x 3/4" lz-7 a °" "gtti°ca6,00 r i9a TUBE (6063-T61 Hl if TEK SCREW ul ui a = r 0 , SEE MIN. STORM @ 12" O.C. °DIp r a ' 4. 1 of p 3�' -#14x 3/4" - 1 BETWEEN ° u EMBEDMENT t` w p 2" x 5" x 1/8" TEK SCREW �! PANEL SEP. FROM TRUSSES xX p w w x CONT. ALUM. @ 12" O.C. -a GLASS TABLE 2 EIf< r. inu ANGLE OR 4" BETWEEN W w a J 0 v► x 1/4" x CONT. TRUSSES n D r �+{, J X4/28/1. x'z ALUM. FLAT EXISTING E < EE MIN. STORM x p : ",KS NOTED' = GLAZING J,a EXISTING f !< < 0 _L_ Drawn by: •ARV- ,� GLAZING, PANEL SEP.FRO EIE 0 SEE MIN. STORM PANEL GLASS TABLE 2 �� J Q Date:. 94/10/2015 SEPARATION FROM GLASS 71N..+ TABLE 2 v CEILING MOUNT SECTION BUILD-DOWN SECTION ar °KC1`50107 SCALE: 3" = 1' - 0" O BUILD-OUT SECTION ® SCALE: 3" = 1' - 0" HURRICANEROTECTtON O SCALE: 3" = 1' - 0" F sheet4 of 8 C:\Documents and Setdngs\MCantu\My Documents\Google Drive\MiDi_ProjeM_Cad\O8_JWKnezevich\CAD2015\02_KC150107 T&C\R0-sub\KC150107-04.dwg,4/15/2015 11:51:48 AM,Ledger,1:1.0233,www.MiDisparate.com ' N y LLJ '}+ LOCK SYSTEM IN PLACE '� _ � ® Jmo c WITH A THUMB SCREW U 4-20 x 6a' " Ui Ui � Z°c*o 'er GLASS OR 1/4-20 x 3/4" J r OR TRUSS HEAD BOLT. MACHINE SCREW u P-Ev u° DOOR ^ w w _ �, WITH .675" x .675" N -a W �Ow N 1 . Z u 1 x .125" SQUARE '�' vs N r > SEE MIN. z a Z. c STORM PANEL aQ -��\� SCREW HEAD c Oda 3 ; SEPARATION EI 3 X1/2"O.D.x 1/4"I.D.x 3/16" o. U. 3 Y FROM GLASS 6 6a ; NYLON BUSHING \ m c U. 3 TABLE 2 0, -1/4-20 x 3/4" �i OR 1/4-20 S.S.NUT ITYP.)� a H / i a MACHINE SCREW o o WITH .675" x .675.. tu Z uu - - -- -- - N d DETAIL L w= x .125" SQUARE u w 1 o W w �!► u µ SCREW HEAD Z N Z`w^. a Q V) Z t; 5/16" I.D. AND 9} Y o Y N ° w w ` E Q 1/2" O.D. x 3/16" 000 3 ca o J�vai MINIMUM NYLON = c 1/16" BUSHING OR 1/4-20 NUT (GALVANIZED) _ UJ C1 CONNEC610N TYPE MIN. C= o J Mg, REFERENCE ANCHOR o a Z cl SCHEDULE FOR MAX. ® H C-TRACK BLOW UP v, Q EXISTING CONCRETE, SPACING S SCALE. ALF SIZE c m P HOLLOW CONCRETE BLOCK OR C-TRACICASSEMBLY s „= ° WOOD FRAMING O(ISOMETRICVIEW) /FlAL � z � O - NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN 53 LOCATION a y N.T.S. I— C-TRAGIC ASSEMBLY INSIDE MOUNT z w S1 °h"HEADER OR"U°HEADER TOP MOUNT OF STUD a to I q SCALE: 3" = 1' - 0" zm g-LL CSG SHUTTER OVERLAP SHALL BE y cm Z m P A MINIMUM OF 1.5 TIMES THE FASTENER P 12" O.C. FOR DESIGN LOADS 0 SIDE CLEARANCE BETWEEN LESS THAN OR EQUAL TO 110 P.S.F. & @ zo cy_a c a L W THE SHUTTER AND WALL R" O.C. FOR DESIGN LOADS GREATER z zo e8 MAX. THAN 110 P.S.F. (SEE ANCHOR SCHEDULE �� LL C � o R .}�-1/4'° FOR ANY ACCEPTABLE ANCHOR) � J o 0 1/4" MAX. 1/4" MAX. "MAX z a =u MAX. 1 ALUM.ANGLE 1 FASTENER [1a 12" O.C. FOR g J a BUILD-OUT CLOSURE PIECE DESIGN LOADS LESS THAN OR • u+ • ••••• DISTANCE 1"x 2"x 0.125"MIN.TO EQUAL TO 110 P.S.F. & all 8" O.C. ALUM. ANGLE - - • • EXISTING CONCRETE, 2"x 5"x 0.125"MAX. FOR DESIGN LOADS GREATER CLOSURE PIECE _ �= I �• HOLLOW CONCRETE BLOCK THAN 110 P.S.F. (SEE ANCHOR 1" x 2" x 0.125" MIN. TO •'�'�Z •' •••••• EXISTING CONCRETE, SCHED. FOR ANY ACCEPTABLE ••••as OR WOOD FRAMING. w 2" x 5" x 0.125" MAX. EXISTING CONCRETE, • • HOLLOW CONCRETE BLOCK m ANCHOR) ••••'• OR WOOD FRAMING. SEE "MIN HOLLOW CONCRETE BLOCK •.•� ANCHOR SCHED.BASED w OR WOOD FRAMING. SEE • • •• ON TYPE C STRUC. ANCHOR SCHED. BASED "�' • ••• ON TYPE OF STRUCTURE ••�••� _ �• . :••� TRAP MOUNT CLOSURE DETAIL ' •••• WALL MOUNT CLOSURE DETAIL BUILD-OUT MOUNT CLOSURE DETAIL O � � �• T1 SCALE: 1-1/2" = T-0" I • SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0' . . � • � � ••�• • •i EE SS N W�INDOI WG HURRICANE PROTECTION �-� �---- EXISTING � —1/4-20 S.S. BOLT i.? c`- BAY WINDOW eta 77].W-N(twevich 1Z / & BOLT & WINGNUT 24" O.C. (TYP.) 1/4-20 S.S. BOLT mp ,��N!FE41 �° & BOLT & WINGNUT z� ¢'" Ip 24" O.C. (TYP.I 1/4-20 S.S. BOLT 20 GAGE STEEL & BOLT & WINGNUT fiy. BENT PLATE (ul 24" O.C. (TYP. 4p OR 2" x 2" x 1/8" 20 GAGE STEEL 6063-T6 ALUM. ; 1" OVERLAP ANGLE 1" OVERLAP BENT PLATE -0 6063'-T6 ALUM8„ 4/2$/1; BENT PLATE °.AS NOTED• 4 MAX. Drawn b : -ARV MAX. Date: Q4/1Q/2p75 CORNER CLOSURE DETAIL CORNER CLOSURE DETAIL CORNER CLOSURE DETAIL107 �/ o� n�_. SCALE: 1-1/2" = T-0" SCALE: 1-1/2" = 1'-0' SCALE: 1-1/2" = V-0" - sheett55 of8 '7<C1 of 8 C:\Documents and Settings\MCantu\My Documents\Google Drive\MiDi_Projects_Cad\08_JWKnezevich\CAD2015\02_KC150107 T&C\RO-sub\KC150107-05.dwg,4/15/2015 11:54:11 AM,Ledger,1:1.02326,www.MiDisparate.com 5" LONG HANDLE RIVETED TO PANEL C1 CONNECTION TYPE � o m REFERENCE ANCHOR 1._2.. c u- � u SCHEDULE FOR MAX. -� 5N SPACING- � 1" /-3/8"0 HOLE FOFE2 3 � � J 20 9 1 / FASTENING PANe v E ANCHOR SCHEDULE PUNCH 1/2" x 1" HOLES IN - - - W Z a�L o FASTEdERMAMMUM SPACING INCHES F=UIREDFORVARIOUSDESIGNLOADSANDSPANS ADJACENT PANELS TO RECEIVE ::i: �I oo r� J E ' u SPACING(INCHES) THIS BOLT W/ PM NUT. PLACE N a Daci ci v PANEL OVER EACH ADJACENT a -� _ _ _ z a Z• c 'v �j PANEL AND FASTEN WINGNUTS \\ s- _ _ _ _ _ _ _ _ o C Div 3 u MAX SPANS LIP TO SPANS UP TO SPANS UP TO FROM THE INSIDE \EMBED. cooLu U 53 z mm 3 Y LOAD -- __ - --- ANCHOR TYPE (PSF) oW. a v- y SEE (SEENOTEI) - -(SEENOTEI) (SEE-NOTED - --- - - EXIST-ING-HOL-L-OW- - ---- -- - _ --- - - --- CTYP. -- -- -- ---- �a K NOTE CONNECTIONTYPE CONNECTIONTYPE CONNECTIONTYPE CONCRETE BLOCK W3 r W N_ry F (SEE NOTE 3) (SEE NOTE 3) (SEENOTE 3) (MAX.PANEL HEIGHT=7"-4B � MAXDESIGN LOAD x72.00 P.S.F.) Z rA Y 0.75"Edge Distance Y CL O1 � ' W1/4-20 x 1" MACHINE INTERIOR FASTENING ANGLE ASSEMBLY 3 a� C1 C2 C3 C4 C5 Cl C2 C3 C4 C5 -Cl C2 C3 C4 CS O SCREW STUD WITH SCALE: 1-1/2" = 1'-0" z c :° 48.0 16 16 16[71 16 14 s 1615 16 11 7 4 a WASHERED WINGNUT @ o s 12" O.C. (CONNECTS 62.0 16 16 13 16 11 7 4 4 16 8 5 3 3 TO ADJACENT PANEL)-� m J W a DETAILS.V7) &_1�/�2 NOTE: 76.0 16 16 10 16 9 6 4 3k16g85 3 3 0 � W WZ1/4"�LAGSCREW ORTHESE DETAILSDEPICT THE HANGER BOLT 90.0 16 14 9 16 8 5�3q 35 3 3 CONNECTION OF THE LAST PANELa.MIN 1.75"PENETRATION FOR AN OPENING WITH PANELS = Ww ` IN WOODWITHG=0.55 120.0 16 10 6 16 8 535 3 3 WALL MOUNTED INSTALLED FROM INSIDE. USE z' ¢..3�� �'� 0.75"Edge Distance 5" x 2" x 1/8" x CONT. 2-1/2" x 1-1/4" OF THESE DETAILS SHALL BE IN a O '�+„ ?it go mmmmmmmxwW STUDDED ANGLE WIDE NOTCHES CONJUNCTION WITH AN "h" ti w �� c- Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS (SEE SECTION T) (TYP. BOTH SIDES) HEADER OR "U" HEADER TOP 3 z =g j J 48.0 16 16 11 9 7 16 9 1 6 5 4 15ME �m 7 4 3 3 W '*► 3 / = W 62.0 16 13 8 7 5 15 7 4 4 3 11 5 3 T / OPTIONAL INTERIOR FASTENING DETAIL(ISOMETRIC) 1/4"0 LAG SCREW OR 76.0 16 11 7 5 4 12 6 3 3 11 5 3 f /� N.T.S. c S HANGER BOLT y -C Q .0 o MIN 1.75"PENETRATION 90.0 16 9 6 5 4 Ill 5 3 .. %// 111 53 m .e> a IN WOOD WITH G=0.4231110 o W 120.0 14 7 4 3 5 3 / / 11 5 3 D Ca"L.IC �' � 0.75"Edge Distance ANCHOR. S....ED Lc r� z W ANCHOR NOTES: a o e!1 Cl C2 C3 C4 IllC5 Cl C2 C3 CA C5 Cl C2 C3 C4 C5 FASTENER MAXIMUM SPACING(64C!ES)REtt111RED FOR VARIOUS DESIGN LOADS AND SPANS C fc- o 0 // / //// // / // / SEE SHEET 8 FOR ANCHOR NOTES. J c 48.0 16 B 5 / / 9 4 7 3 �i/ii V d W 62.0 13 6 4 /// / 7 3 / 5 / / MAX SPANS UPTO SFtiiwi tDT^ SPANS LIP TO a z �� Ix LOAD � Q • • �{ 76.0 10 5 3 /i /i 6 / // 5 // / / 5'-0" 9'-0" 12'-0" •� .._ • Does:* to ANCHORTYPE (PSF) •y S 7/16"0BRASSWOOD I.: SEE (SEENOTE1) (SEE NOTE I) (SEE NOTE I) _ • : • BUSHING W/7/8"EMBED 90.0 9 4 /� / 5 / / /// /� 5 / // / Nf =r •e•g •• I •••i• p IN WOOD WITH G=0.55 X NOTE 1 CONNECTION TYPE CONNECTIONTYPE CO.:.:_ TION TYPE i 0 120.0 6 3 / /�/ / 5 / / /�� 5 /� / W (SEE NOTE 3j (SEE NOTE 3) (SEE NOTE 3) •••s • .... • 0.75"Ede Distance ., • W 9 W 2"Edge Distance ••••• Cl C2 C3 04 C5 Cl C2 C3 04 C5 Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 Cl C2 C3 C4 C5 •i••• 48.0 16 16 16116116 16 16 11 13 10 16 13 8 10 7 48.0 16116111, 16 11 16 10 6 9 6 15 7 4 6 4 • •• •••• _ .. vl 62.0 16 16 15 16 14 16 13 8 10 7 16 10 6 7 5 62.0 1611419 12 9 16 7 5 7 5 12 5 3 5 3 •••••• N • • #12 STAINLESS STEEL 76.0 161111 7 10 7 13 6 4 5 4 11 5 3 5 3 • • • d !. • 1/4"0 ELCO PANELMATE PRO OR 76.0 16 16 12 15 11 16 11 7 8 6 16 9 6 7 5 • • i• ••• • SMS W/2"EYEWALL ARMOR INSERT W 2" 90.0 16 9 6 8 6 11 5 3 5 3 11 5 3 5 3 ••• FEMALE ID W/STALGARD FINISH 90.0 16 16 10 12 9 16 9 6 7 5 16 9 6 7 5 / • • • OR STAINLESS STEELW/1-7/8'EMBED SCREW EMBED IN • • • ••••• IN WOOD WITH G=0.55 120.0 16 12 8 9 7 16 9 6 7 5 16 9 6 7 5 GROUND BLOCK 120.0 15 7 4 6 4 11 5 3 5 3 11 5 3 5 3 •• • •• • 0.75"Edge Distance z w 4"Edge Distance • lAf W C1 C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 48.0 16 16 12 12 9 16 11 7 7 5 16 8 5 5 4 Q � 48.0 16 16116 16 16 16 16 13 16 16 16 15 9 16 12 `S 62.0 16 16116 16 16 16 15 10 16112 16 11 7 15 9 62.0 16 15 9 9 7 16 8 5 5 4 13 6 4 4 3 76.0 16 L 14 16 16 16 12 8 16 10 16 11 7 14 9 #14 WOOD SCREW OR 76.0 16 12 8 7 6 14 7 4 4 3 13 6 4 3 3 Z .. W.Anezevic i #1410 SMS 5/16" ITW TAPCON XL 90.0 16 16112 16 15 16 11 7 14 9 16 11 7 14 9 .a p{oie3sk>pal Engnreer W/1.5"EMBED IN 90.0 16 10 6 6 5 13 6 4 3 3 13 6 4 3 3 p W/2 25"EMBED IN -1�i7ce�N6.:PE 419U WOOD WITH G=0.55 120.0 16 7 5 5 3 13 6 4 3 3 13 6 4 3 3 GROUTED BLOCK 120.0 16 14 9 16 11 16 11 7 14 9 16 11 7 14 9 2.5"Edge Distance , 0.75"Edge Distance w i W C1 C2 C3 C 4 C5 C1 C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 A C5 48.0 16 13 9 16 13 16 7 5 13 7 12 5 3 10 5 48.0 16 11 7 1916 13 6 4 5 3 10 4 3 3 // � �` F"� 62.0 J1610 6 16 10 12 6 3 10 5 914 7 4 62.0 16 8 5 1715 10 4 3 4 3 7 3 // 3 // /// X4/28/1 76.0 8 5 15 8 10 4 3 8 4 9 4 / 7 4 'AS NOTED, « #14 WOOD SCREW OR 76.0 15 7 4 6 4 8 4 /iii 3 /ii 7 3 / // / 5/16"W ITW TAPCON XL 90.0 7 4 12 7 9 a / 7 4 9 4 7 4 �� Drawn b dARV:#14-10 SMS /// , /// / / W/L25"EMBED INW/1.5"EMBED IN 90.0 12 6 3 5 3 7 3 / //// // 7 3 // / / GROUTED BLOCK 120.0 5 3 9 5 9 4 7 4 9 4 /// 7 4 Date:.Z4/1{T/2tt15 WOOD WITH G=0.42 120.0 9 4 i� 3 i/ 7 7 3 /� RC150107 HURRICANE PROTECTION sheet6 of 8 C:\Documents and Settings\MCantu\My Documents\Google Drive\MIDI_Projects_C:ad\O8_JWKnezevich\CAD2015\02_KC150107 T&C\RO-sub\KC150107-06.dwg,4/21/2015 5:11:24 PM,Ledger, 1:1.02339,www.MiDisparate.com Zo y � N W me O O LL a O J m� y � LL psi L, W Vr`oO E OO C7 2�w �TLu J EE U ANCHOR SCHEDULE ANCHOR SCHEDULE FASTENER MAXIMUM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS FASTENER MAXIM UM SPACING(INCHES)REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS -Ta U3 � CU- --- - --- - ---- ----- a LL 3 -- -- MAX SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANStiPTO - LOAD j MAX SPANS UP TO SPANS UPTO SPANS UP TQ �w L 5,_0. 9'_0' 12,_0. 5'_0" g._0., 12'-0' - -- cz� LL'3 N v y ANCHOR TYPE (PSF) LOAD 5'_p 9'-0" S� (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) to ANCHOR TYPE (PSE) i N $� (SEE NOTE I) (SEENOTEI) (SEE NOTE I) W W W�n > X NOTE 1 CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE he w a W (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) {SEE NOTE 3) (SEE NOiE3) (SEE NOTE 3) X NOTE1 CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE Y p 3 r� 1.5"Edge Distance 3"Edge Distance W (S!£NOTE3) (SEE NOTE 3) (SEE NOTE 3) = C o~ w C1 C2 q C4 C5 Cl C2 q C4 C5 Cl C2163 C4 C5 Cl C2 q C4 C5 Cl C2 q Ca C5 Cl C2 q C4 CS 2.5 Edge Distance o� _ 48.0 16 16113116116116 12 7113110116 9 5 9 7 16 16 16116 16 16 14 9 16 15 16 11 7 16 11 w Cl C2 q C4 CS Cl C2 q C4 C5 Cl C2 q C4 C5 pip W 62.0 16 16 10 16 14 16 9 6 10 7 14 7 4 7 5 16 16 13 16 16116111 7 16 11 16 8 5 12 8 r -«_ - 48.0 16 16 16116116 16 14 9 16111116 10 7 12 8 � y Z c v �. 62.0 16 16 13 16 15 16 11 7 13 8 16 8 5 9 6 o y d 1/4° BUILDE)(TAP 76.0 16 13 8 4 11 15 7 4 8 8 14 8 4 7 5 16 16 10 16 16 16 9 5 13 9 16 8 5 12 8 1/4'a ELCO PANELMATE PRO OR 76.0 16 16 10 16 12 16 9 5 1D 7 16 8 5 9 6 = W `� Q SS OR CLI M 16 11 7 11219 14 6 4 7 15114 6 4 7 5 16 14:fl 16 14 16 8 5 12 8 16 8 5 12 8 P. GATING W/ EMBED FEMALE ID W/STALGARD FINISH O = Q' �-f w o NCRETE 120.0 16 8 5 9 7 14 6 4 7 5 14 6 4 7 5 16 10 611511011618 5 12 8 16 8 5 12 8 W/1.75"EMBED 90.0 16 13 9 16 10 16 8 5 9 6 16 8 5 9 6 C v3 O =o Q 1"Ede Distance 2.5'Edge Distance IN 3.35 KSI CONCRETE y Edge 120.0 16 1 D 6 12 6 16 8 5 9 6 16 8 5 9 6 Q � i� ,w a �;�,J W U) =a Cl C2 C3 C4 C5 C C1 C3 C4 C5 C1 C2 C3C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 ' 2.0"Edge Distance 3 z p- e� 48.0 16 16 14116116116 12 7 11 9 16 9 5 8 7 16 16 14116116116 12 8 161141161 9 6 16 10 W CZ q C5 Cl C2 q C4 C5 Cl C2 C3C4 C5 .e<�� 7vME 62.0 16 16 11 16 13 16 9 6 9 7 14 7 4 6 5 16 16 11 16 16 16 9 6 18 11 15 7 4 12 8 48.0 16 16114116 16116 12 8 15 10 16 9 6 11 7 = W E w Q, 76.0 16 13 9 13 11 16 7 5 7 6 14 6 4 v 5 16 14 9 16 16 16 8 5 13 9 14 7 4 12 8 62.0 16 18 11 16 14 16 9 6 12 7 15 7 4 9 5 p = J o a 1/4" ELCO ULTRACON 90.0 16 11 7 11 9 14 6 4 6 5 14 6 4 6 ' 5T-- 16 '� 7 16 13 14 7 4 12 8 14 7 4 12 8 #12 STAINLESS STEEL SMS 76.0 16 14 9 16 11 16 7 5 9 6 14 7 4 8 5 W/1.75"EMBED W/EYEWALL ARMOR INSERT sD.0 1s 12 7 15 s 14 7 4 8 5 14 7 a 8 5 IN 2.8 KSI CONCRETE 120.0 16 8 5 8 7 14 6 4 6 5 14 6 4 6 5 16 9 5 'IL 10 14 7 4 12 8 14 7 4 12 8 W/2°SCREW EMBED Z y 1.25"Edge Distance 3"Edge i=mance IN2KSICONCRETE 120.0 16 9 5 117 14 7 4 8 5 14 7 4 8 5 2 ' o w 2.0"Edge Distance Cl C2 C3 C4 C5 Cl C2 q C4 C5 Cl C2 q C4 CS C1 C2 q C4 CS Cl CZ q Cil ," Cl C2 q Cd C5 yy F * �kD Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 Cl C2 C3 C4 C5 v u9 0 W 48.0 16 15 10 15 10 16 8 5 8 5 13 6 4 6 4 16 16 16 16 16 16 14 9 16 13 16 to T 16 9 F ua O C 1�016 16 16 16 16 16 15 9 16 11 16 11 7 12 8 a LAJ 62.0 16 12 7 11 8 14 6 4 6 4 10 5 3 4 3 16 16 13 16 16 16 11 7 16 10 16 8 5 12 i C x Z 1/4"0 ALL POINTS 76.0 16 9 6 9 6 11 5 3 5 3 10 4 3 4 3 16 16 10 16 14 16 9 5 13 8 16 8 5 12 7 t) 16 13 16 15 16 11 7 12 8 16 8 5 9 6 � C • •• v SOLID-SET ANCHOR& 1/4.20 STAINLESS STEEL 90.0 16 8 5 8 5 10 4 3 4 3 10 4 3 4 3 16 13 9 16 12 16 8 5 12 7 16 8 5 12 7 p #12 STAINLESS STEEL SMS 16 11 16 12 16 9 fi 10 7 16 8 5 9 6 �y c• • • •••• BOLT W/7/8"EMBED v W(2.75°EYEWALL ARMOR f-• IN 3 KSI CONCRETE 120.0 13 6 4 6 4 10 4 3 4 3 10 4 3 4 3 16 10 6 15 9 16 8 5 12 7 16 B 5 12 7 INSERT W/2.5- 14 9 15 10 16 8 5 9 6 16 8 5 9 6 � • • • •• EMBED IN 2 KSI CONCRETE 11 7 11 8 16 8 5 9 6 16 8 5 9 6 ••• • • • •••• 1"Edge Distance 2.5"Edge Distance 1.5"Edge Distance ••• • • • • - yqy w C1 C2 C3 C4 C5 C1 C2 C3C4 C5 Ct C2 C3C4 C5 C1 C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 I g • see: C�--- �� ClC2 q C4 CS C7 C2 q C4 C5 Cl C2 q C4 C5 •••••• •• � • 48.0 16 16 10 16 16 16 9 5 14 9 14 6 4 10 7 16 16 13 16 18 16 11 7 16 13 16 8 5 16 10 ""`"� 10 6 16 11 11 5 3 9 6 8 4 6 4 •••• Cc • ••• 1/4° MILLFAST ANCHOR 62'0 16 12 8 16 13 14 7 4 11 7 11 5 / 8 5 16 16 10 16 16 16 9 5 16 10 14 B 4 12 7 >= • • 76.0 16 10 6 16 11 12 5 9 6 10 5 8 5 18 13 8 16 15 15 7 4 14 S 13 6 4 12 7 67 5 ;2 A 4 7 4 6 3 5 3 •• •• p • ••• CONCRETE SCREW BY / /// 76.0 13 6 4 10 7 7 3 j 5 i 6 3 5 3 •• •• 9 •• 0000 MILLENNIUM FASTENERS g0.0 16 8 5 1a 9 10 5 / 8 5 10 5 // 8 5 16 11 7 16 13 13 6 4 12 7 13 6 4 12 7 1/4' POWERS POWERS TAPPER • WJ 1.75"EMBED 90.0 11 5 3 8 5 6 3 / 5 3 6 3 5 3 •••••• d • IN 3.3 KSI CONCRETE 120.0 13 6 a 10 7 10 5 j j 8 5 10 5 /// 8 5 16 8 5 16 9 13 6 4 12 7 13 6 4 12 7 W/1.75'EMBED • • • I I • 1.25"Ede Distance 2.5'Ede Distance r,3 KSI CONCRETE 120.0 8 4 j/ 6 4 6 3 / 5 3 6 3 5 3 • • • I •••• W Cl C2 C3 C4 CS Ct C2 C3 C4 C5 Cl C2 C3C4 C5 C1 C2 C3C4 C5 Ct C2C3C4 C5 Cl C2 C3C4 C5 W 3.C1 Edge Distance : ••• i • I 48.0 16 16 16 16116116 16 12 16 14 16 14 9 13 11116 16 16116. 16 16[138 16 16 16 15 10116114 Cl C2 q C4 C5 C1 C2 q C4 C5 Cl C2 q C4 CS • ^� 48.0 16 16 13 16 16 16 11 7 16 1(_J ?� i3 9 62.0 16 16 16 16 16 16 15 9 13 11 16 11 7 10 8 18 16 16 16 16 16 16 14 16 12 7 14 11 62.0 11611511Z:16,16 16 8 5 14g 13 6 4 10 7 76.0 16 16 14 16 16 16 12 8 11 9 16 11 7 10 8 16 16 15 16 16 16 15 12 16 11 7 14 101/4"0 ITW SAMMY SSC g0.0 16 16 12 16 1416 11 7 10 8 1611 7 10 8 16 16 12 16 16 16 14 10 1611 7 1410 1/4" POWERS TAPPER m 16 14 14 7 4 11 7 13 6 4 10 6 W/2.25"EMBED W/1.75"EMBED 16 11 13 6 4 106 136 4 10 6 IN 3.3 KSI CONCRETE 120.0 16 14 9 12 10 16 11 7 10 8 16 11 7 10 8 16 14 9 16 13 16 14 10 16 11 7 1a 10 IN 3 KSI CONCRETE J.W.Knezevich 13 8 13 6 4 10 6 13 6 4 10 6 'P4o&Mo I Engineer L.{rcers'Ndp 1961 r'";rte ANCHOR NOTES: '' SEE SHEET FOR ANCHOR NOTES. if Ca wn.t : -ARV `Ddte: O4/1G/2©2� " KC1501-0T HURRICANE PnTE-vnON sFieet'i cif 8 C:\Documents and Settings\MCantu\My Documents\Google Drive\MiDi_Projects_Cad\08_JWKnezevich\CAD2015\02_KC150107 T&C\RO-sub\KC150107-07.dwg,4/24/2015 12:05:11 AM,Ledger,1:1.07291,www.MiDisparate.com N c Cm r/3 0 m p O JsN m Q Op Z 'S ate, m 0 ¢ Y7 2C Z Lu cc p,a-"L c u LV Q i v ANCHOR SCHEDULE ANCHOR SCHEDULE _ Z Q Z- N ' FAMVM MAXIM199 SPACING(INCHES)RrA1bRED FOR VARIOUS DESIGN LOADS AND SPANS Y m FASTENER MAXIMUM SPACING(INCHES)REOlBRED FOR VARIOUS DESIGN LOADS AND SPANS O 01 a,3 w [D C3 (� m 3 Y MAX SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO O7 C iLL 3 fe LOAD MAX SPANS UP TO SPANS LIP TO SPAM UP TO �_ CCL L ------------------- ----ANCHORT'FPE -(PSF�- 5'-0" 9'-0" 12'-0" 5-0' 9'-0" 12'-0' 1_ LOAD 5'-0' a-0" 12'-0' _ _ _.._._._._ � Q v m 0 - _ _W y SEE (SEE NOTE() (SEE NOTE 1) (SEE NOTE() (Sff NOTE'IJ- -(Si£NOTE7)--(SEENOTEt) -- --- N- ---ANCHOR-T-`lPE--(P-SFJ- -- -- h SEE (SEE NOTE I) (SEENOTEt) (SEE NOT - X NOTE? CONNECTIONTYPE CONNECTIONTYPE CONNECTIONTYPE CONNECTIONTYPE CONNECTIONTYPE CONNECTIONTYPE (O v ~ W X NOTE1 CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE � O W (Sff NOTES) (SEENOTE3) (SEENOTE3) (SEE NOTE3) (SEE NOTE 3) (SEE NOTE 3) W (Sff NDTE3) (Sff NOTES) (Sff NOTE3J W ~"' Z CL aj IN Z"Edge Distance 4"Edge Distance Cl C2 C3 04 CSC C2 C3 C4 C6 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 ....- 2.5"Edge Distance Z ty Y i U 4 (1 -,*-, ~�` " w C1 C2 C3 04 C5 Cl C2 C3 04 CS Cl C2 C3 C4 C5 Y p vi� 48.0 8 // / 11 5 a /W..n. 4 14 6 5 / / 7 4 / 5 ��� �.""" ag,p 16 t0 8 14 8 N 5 7 4 8 4 / 5 3' v o &IN EX TAPCO 82.0 6 8 4 / / 71 5 a 8 4 1/4°o ELCO PANELMATE 0 16 7 5 11 6 9 4 6 6 //// 4 = C MA$EAL 76.0 6 / 7 / / / / / 9 4 / / PRO OR FEMALE ID 76.0 13 6 4 9 5 7 5 / 6 /j 41.0° 90.0 a / / s / / 74 / / a WITH STALGARD W FINISH W/1.25'EMBED 90.0 11 5 7 a 6 / a s a / 120.0 / / a // / / / 5e a IN HOLLOW BLOCK 120.9 8 as / 6 4 6 / a 0 1a W1"Ed25"Edge Distance Z IN T'Edge Distance ^J y Q °� Cl CIS CL C2 C3 C4 C5 Cl C2 C3 C4 C5 C1 C2 C3 CR 05 Cl C2 C3 04 C5 C'1 C2 C3 C4 C5 C7 C2 C3 C4 C5 Y w C1 C2C3C4 CS Cl C2 C3 Ca CS C7 C2 C3 C4 C5 = C, „ w `�o 48.0 14 8 12 7 7 ! 6 ! !/!/ ! / 1416 / 16 9 7 / 11 ! ! 8 / J i 48.0 16 11 7 14 9 12 6 3 8 5 9 4 / 6 3 1-- Z 4aw_9 , b 82.0 10 / 9 6 6 / ! / / / // / 10 16 7 6 8 / / 8 #12 STAINLESS STEEL 62.0 16 8 5 11 7 9 4 3 6 3 7 3 / 4 Q � � r.-,j Z j c" 1/4" ELCO ULTRACON 76.0 8 // 7 / / / // / / // / // / 8 / 13 // / / 7 / 6 // O SMS W/2"EYEWALL 76.0 14 6 4 9 5 8 3 / 5 3 7 3 4 C J $ >w W/1.25"EMBED 90.0 7 / e / / / / / / 7 / 6 / 6 ARMOR INSERT W/ 90.o t2 5 3 7 a 7 3 a / 7 3 a / 3 Q IN HOLLOW BLOCK 125"SCREW EMBED I- Z :_m 120.0 6 / 6 / = IN HOLLOW BLOCK 120.0 9 4 5 3 7 3 4 7 3 4 Z C7 1.25"Edge Distance r Edge Distance / 3"Edge Distance / A48.O C] Cw C1 C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 Q C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 CIl CS Cl CZ C3 C4 C5 Cl C2 C3 C4 CS C C2 C3 C4 C5 � WLr m 48.0 16 7 5 9 6 9 4 5 3 6 3 3 16 75 9 t6 13 16 8 5 12 7 13 6 4 9 5 11 5 15 7 6 / // 8 4 4 /// 6 3]�q" ALL p01NT$ 82.0 12 6 3 7 4 7 3 / 4 / 5 / / 3 / 16 17 7 76 10 13 B 4 9 5 10 4 3 7 4 � -SEA��PPER8 4 11 5ao - MVo o dSOLID-SET ANCHOR& 76.0 10 5 3 5 z 5 .• 3 5 16 9 6 14 8 11 5 3 7 4 9 4 3 7 4 PERKA OR 7 / 9 4 yQu1/4.20 STAINLESS STEEL / 7s a 5 11 79 a 3 7 a 9 a 3 7 a 410 SS W/125'EMBED6 8 4 OO BOLT W/7/8"EMBED 90.0 e 4 / a 3 5 / ! 5 !/ �� IN HOLLOW BLOCKIN HOLLOW BLOC n4 3 7 4 4 / 6 / Z 120.0 6 3 / 3 5 / / 5 / / / / 12 .. ) {+I-, ' ( F. G 3 a W 1"Edge Distance Z!."Edge Dtstance W c�2 In o Cl C2 C3 04 C5 C1 C2 C3 C4 C5 Cl CZ C3 C4 C5 C1 C2 C3 C4 Ca ry C2 C3 C4 CS Cl C2 W. -4 CS W G W 48.0 16 8 5 11 8 19 14 rIZ&l 4 17 / / 4 161 8 5 16 11 10 14 12 8 7 / 9 14 Q J z 1/4°0 MILLFAST ANCHOR 62.0 13 6 4 9 6 7 / / / 5 / / 14 6 4 16 8 7 9 4 5 6 Q CONCRETE SCREW BY � ''' • • MAlmum FASTENERS 76.0 10 5 7 5 5 / 5 11 5 / 13 7 6 / / 7 4 5 / / 6 ty • •90:• W/125"EMBED 90.0 8 4 6 4 5 5 / 9 4 / 11 6 5 / 6 5 // 6 ANCHOR NO'I Z: IN HOLLOW BLOCK 120.0 s // / a / 5 / // / 5 / / // / 7 a a 5 a / 5 a c tR • • 1.25"Edge Distance 25"Edge Distance 1. SPANS AND LOADS SHOWN HERr ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC ••• •• ••• • W LOADS MUST BE LIMITED TO THOSE S SOWN IN TABLE l ON SHEET 2. C1 a c3 ci c5 c1 cz c3 Ca cs c, cz C3 ra C5 c1 r1 C3 ca cs c1 cz Ct Ca C5 c1 rz C3 cs 2. AN EFFECTIVE WIND AREA OF 10 SQ.FT.SHALL BE USED FOR DETERMINING WIND LOADS FOR ANCHORS. ••• • _ .";+ aao 16 16 12 10 9 16 10 6 5 5 18 7 s a a 16 16 tz is 1s 16 10 e t 1 s 16 7 s e 6 3. ENTER ANCHOR SCHEDULE BASSOON THE EXISTING STRUCTURE MATERIAL,ANCHOR TYPE,AND EDGE DISTANCE. SELECT DESIGN 11 ••••• 62 o t6 to s a 7 16 8 5 a a tz 6 3 3 3 1s 1a a 1s 12 16 a 5 a 9 1z B 3 s 5 LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO • • T • 0900 • 1/4"0ITW TARN SG 76.0 16 17 7 6 8 13 6 4 3 3 12 5 3 3 3 16 11 7 13 10 13 6 4 7 5 12 5 3 8 5 SHUTTER SPAN. SII W/1.25"EMBED 4. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 04:06: C • 0:00• IN HOLLOW BLOCK 90.o t6 s s 5 5 t2 5 3 3 3 12 5 3 3 3 t6 9 6 11 8 12 5 3 6 5 12 5 3 s s S. EXISTING$TRUCTUItc SAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE BLOCK,GROUTED MASONRY,OR WOOD FRAMING. • 120.0 15 7 a a 3 LLS 3 3 3 12 5 3 3 3 15 7 4 8 8 12 5 3 6 5 12 s a s s REFERENCE ANCHOR SCHO SLE FOR PROPER ANCHOR MANUFACTiED TYPEON TYPE OF EXISTING STRUCTURE. •• •• 0 9••• 6. ANCHORS SHALL BE INSTAIi.)IN ACCun.,,-&CE. RECOMMENDATIONS. o••o o• d • •• 7. MINIMUM EMBEDMENT AND EDci%C_`WKE EXCLUDES WALL :, ISH OR STUCCO. • • • • 8. WHERE EXISTING STRUCTURE IS POST-TENSIONED CONCRETE,CONTRAC I u'SHALL LOCATE CABLES PRIOR TO ANCHORIN(,ANL • • j ••••• COORDINATE ANCHORAGE SUCH THAT CABLES ARE NOT DAMAGED. • • •!• 1 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO • • • 0609: ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE •• • •• i a • 10. WHERE LAG SCREWS AND WOOD SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATED INCENTER OF NOMINAL 2"X 4" MIN •• FRAMING.WOOD STUD SHALL HAVE A MIN DENSfTY A-NO4 IN ANCHOR SCHEDULEOOD STUD. 3 "EDGED CREWS SHALL HAVE PHIISTANCE IS ACCEPTABLE L P PAANDHEAD OR HEX HEAD. 11. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN I - HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT),U.O.N. 12. ®DESIGNATES ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE USES. 13. ' DESIGNATES ANCHORS THAT ARE REMOVABLE BY REMOVING MACHINE SCREW,NUT OR WASHERED WING NUT. 1cn:?evich 14. ALL CONCRETE ANCHORS SHALL BE INSTALLED IN UNCRACKED CONCRETE ONLY WITH A MINIMUM CONCRETE STRENGTH AS lMotetstoaal Engt11 NOTED IN ANCHOR SCHEDULE. , -tclYcensdit.PE 41 15. WHEN ANCHORING TO CONCRETE BLOCK,SDS AND IMPACT DRILLS SHALL NOT BE USED TO DRILL INTO BLOCK OR TO INSTALL CONCRETE SCREWS. Y Gi.. AS NOTED " Drawn by: ARV- Date: 0411012F I_ DraM9,B Na,. "KC150107 .. HUIRAICIME PROTECTIL%v sheet8 of 8 C:\Documents and Settings\MCantu\My Documents\Google Drive\MiDi_Projects_Cad\08_JwKnezevich\CAD2015\02_KC1501O7 T&C\RO-sub\KC150107-08.dwg,4/21/2015 4:34:41 PM,Ledger,1:1.02339,www.MiDisparatexom