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WS-12-615Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 172781 Scheduled Inspection Date: April 26, 2012 Inspector: Bruhn, Norman Owner: VALDES, ERICK Job Address: 33 NW 93 Street Miami Shores, FL 33150- Project: <NONE> Contractor: A&M HURRICAINE PROTECTION LLC Permit Number: WS -4 -12 -615 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1131010340280 Phone: (305)885 -0678 Building Department Comments INSTALL HURRICANE PROTECTION Pass Failed Correction Needed Inspector Comments CREATED AS REINSPECTION FOR INSP- 172125. ZG Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 25, 2012 For Inspections please call: (305)762 -4949 Page 25 of 27 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: UILDING JOB ADDRESS: 33 J tu q3 FBC 20ID Permit No. f Master Permit No. S a --COLS ROOFING City: Miami Shores County: Miami Dade Zip: 3361) Folio/Parcel #: 1 — 3101 -634 m6 b Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Address: 33 N () g3 Crick. \ ald .es Phone #: City: Hiairn 1 ` State: �'Z _ Zip: Tenant/Lessee Name: Phone #: Email: e ‘41YieCLfr Addres : tU -S+ 15 t M CONTRACTOR: Company Name: A '�f 1(ri4& Q�/L City: IG.Ustk State: Qualifier Name: lerzt9 f • Py eZ State Certification or Registration #: Contact Phone #: 561117 h_ Phone #: 3as o t stC'78 . Zip: 33(5 l Phone #: s-a ? S Certificate of Competency #: 041E - I L-7%—X Email Address: 62.2_49' ct,pl t1 DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ J ` - Square/Linear Footage of Work: /747 3 SF Type of Work: Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: j N a9ru4► � Submittal Fee $ 10 Permit Fee $ G Q C'O CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Technology Fee $ * Scanning Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 inspectio ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b app ovked and a re'nspection fee will be charged. Signature wner or Agent. The foregoing instrument was ackno ledged before me this ZY day of ri 20 /G-, by p p cg Va. • who is personally known to me or who has .roduced L NOTARY PUB Sign: Print: tifib n1&MWI l : MY COMMISSION # EE068689 4ORo F ;,, May EXPIRES Ma 03, 2015 (407) 398.0153 FloridallotaryService.com My Commission Expires: 4c APPROVED BY The forgoing day of 7l', Contractor. trument was acknowledged before me this vi`' , 20/2, by . e who is . ersonally known to me or who has produced 1 "r"- AIAIN JAVIER MANRESA NOTAR 'b_,RAY COMMISSION # EE068689 EXPIRES May 03, 2015 Floridallotar Serwce.com Sign: My Commission Expires: Moy Crb 2ra/S /��`� Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012XRevised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09) ACORD. CERTIFICATE OF LIABILITY INSURANCE OPID 031 DAoe`ia4�li PRODUCER Emmanuel Insurance Agency Sara . Medina 2370 E 8 Ave Hialeah FL 33013 Phone: 305 - 693 -0003 Fax: 305- 691 -4381 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED CANE Protec I LLC . 1050 E HialeahlFL�3330010 INSURERA American Vehicle Ins Co. 10790 INSURER B: GENERAL INSURER C: GL- 0506001762 -01 INSURER D 09/14/12 INSURER E $1,000,000 v THE POUCIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INali LTR INSRD N .. TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MMIDDNY) POLICY p IAIN DATE Drt Y) V PMTS A GENERAL UABIUTY COMMERCIALGENERALUABIUTY GL- 0506001762 -01 09/14/11 09/14/12 EACH OCCURRENCE $1,000,000 X uAMACit I U IttN I rrJ Kee ES(Eaoaaaenco $100,000 CLAIMS MADE X OCCUR MED EXP (My one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $2,000,000 GEM_ AGGREGATE LIMIT APPLIES PER POUCY JEC T n LOC n PRODUCTS - COMP/OP AGG $ 2,000,000 AUTOMOBILE LIABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE UMIT (Ea acddent) $ BODILY INJURY (Per person) $ DILLYY dent) (Per $ PROPERTY DAMAGE (Per acdderd) $ _ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ EA ACC $ AUTO ONNLY: AGG $ EXCESSNMBRELLA LIABILITY OCCUR n CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ 7 $ $ $ WORKERS EMPLOYES' ANY OFFICERIMEMBER If SPECIAL PROPRIETORIPARTNER/EXECUTIVE COMPENSATION AND UABIUTY • EXCLUDED? PROVISIONS below WGbIAIU- UIH- TORY UMITS ER E.L EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ E.L DISEASE - POUCY UMIT $ OTHER DESCRIPTION Hurricane OF OPERATIONS 1 LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS shutter contractor -. ...A...1 1 AT.A1■1 CERTIFICATE HOLDER MIAMISH Miami Shores Village estepb @miamishoresvillage.com Fax: 305 - 756 -8972 10050 NE 2 Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Sarai Medina ACORD 28 (2001/08) © ACORD CORPORATION 1988 A CERTIFICATE OF LIABILITY INSURANCE DATE(MM1DD/YYYY) 1/16/2012 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 POUCIES 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 endorsement(s). PRODUCER Alliance Insurance Solutions LLC. ID: (RMI) c/o Resource Management, Inc. 281 Main Street Fitchburg, MA 01420 coNTACT NAME: Jennifer Dodge PHONE INC. No. ): 978 - 343 -0048 FAX IAIC. No): E-MAIL ADDRESS: jdodge@rmi- solutions.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: SUNZ Insurance Company 34762 INSURED Resource Management, Inc. 281 Main Street Fitchburg MA 01420 INSURER B : Aspen Re - London - Best Rating °A° INSURER c : Catlin Syndicate - Uoyds - Best Rating °A° INSURER D : Brit Syndicate - Uoyds - Best Rating °A° EACH OCCURRENCE INSURER E : PREMISS (EaENT rice) INSURER F : MED EXP (Any one person) • VV•GrNAVG. v...., • ., ......... ..••..•.rr... 141 VVVT 1 - - - -' - 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTTR TYPE OF INSURANCE ADDL INSR SUER WVD POLICY NUMBER POLICY EFF (MM/DDIYYYY) POLICY EXPO IMMIODIYYYYI GENERAL UABIUTY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ PREMISS (EaENT rice) $ MED EXP (Any one person) $ CLAIMS -MADE OCCUR PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP /OP AGG $ GEN'L AGGREGATE UMIT APPUES PER: 7 POLICY n El-- fl LOC $ AUTOMOBILE — -- LIABILITY ANY AUTO WNED ALL LOS HIRED AUTOS — SCHEDULED NON -OWNED AUTOS (Ea accident)SINGLE UMIT (BBODILY $ INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTDAMAGE l�r $ $ $ UMBRELLA UAB EXCESS MB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED 1 1 RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y 1 N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA WCPE0000005902 1/1/2012 1/1/2013 I TORYUMITTS °N- EL EACH ACCIDENT $ 1,000,000 $ 1,000.000 E.L DISEASE - EA EMPLOYEE EL DISEASE - POUCY UMIT $ 1,000 000 B C D Workers Compensation Excess Coverage This is for informational purposes and nothing shall create any right under such reinsurance. DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Addltlonal Remarks Schedule, If more space Is required) Coverage provided for all leased employees but not subcontractor of: A & M Hurricane Protection LLC Client Effective Date: 1/1/2012 CERTIFICATE HOLDER CANCELLATION 670003 Miami Shores Village 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ry"���� � f ► /l�J/J � L // Glen J Distefano ............. AnnDn nests DAD ATIAIJ All rinhtc rncaronri_ ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD CERT NO.: 12160641 Jennifer Dodge 1/16/2012 6:32:47 AM Page 1 of 1 C B Unstrap:Bon Quadlying Board BUSINESS CERTIFICATE OF COMPETENCY 07BS00569 A & M HURRICANE PROTECTION LLC O. JOSE GUSTAVO the pr olate= d/ Chapter 10 oCMII>Jti- t?aadd FOR CONTRACTING UNTIL 09130 /2012 QUALIFYING TRADES) 0029 METAL AWNG & SHU'E R MIAMI -DADE COUNTY 201 MUNICIPAL CONTRACTOR'S ` 2012 TAX OLLECTOR TAX RECEIPT 140 FLAGLER ST. MIAMI -DADE COUNTY - STATE OF FLORIDA 1st FLOOR I+aLAMI, FL um PURSUANT TO COUNTY CODE SEC, 10_2 EXPIRES SFPT. 30, 2012 THIS IS NOT A BILL — DO NOT PAY CEIPT NO. 30- 6310718 CC NO 075$00569 ISINESS NAME / LOCATION & 1M HURRICANE PROTECTION LLC 1050 E 15 ST )WNE,R :A & M HURRICANE PROTECTION )EE BACK OF RECEIPT FOR % LIST OF NON - PARTICTPATINQ IUNICIPALITIES FIRST - CLASS U.S. POSTAGE PAID. MIAMI, L PERMIT NO. 41 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECIALTY BUILDING CONTRACTOR >elpt holder must Ester In the city ere work is to be .s: viN7 A CEivc 12280006001 1001'75.00 DO NOT FORWARD A & M HURRICANE PROTECTION LLC JOSE G PEREZ MGR 1050 E 15 ST HIALEAH FL 33010 11111, 1111111,,,,,, 111I,,,,,II „.11 Il i i,1,l,fil, „1 l,ii T I COUNTY 148 W. NAGLER ST. lst FLOOR alAMl, FL cK 130 604960 -5 TI BUSINESS N M HU C RR ANE PROTECTION LLC 1050 ,E 15 ST 53010'HIALEAH. 2011 LOCAL BUSINESS TAX RECEIPT 2012 II MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 DISPLAYED AT PLACE COUNTY CODE 1. H .T A BILL - DC N OT PK, RENEWAL RECEIPT AI , 631071-8 CC # 0711S0560 OWN 8 M HURRICANE PROTECTION LLC Sear SPECI,TY mis IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOSTR�ATY EXITIN REGULATORY ZONING LAWS OF THE THE HOLDER PERMIT L REQUIRED SY LAW. THIS IS NOT A- CERTIFICATION OF THE HOLDERS QUALIFICA- TMONS. PAYMENfRECEVED MIAMI.DADE COUNTY TAX COLLECTORS 6007!00004223 000045.00 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 WORKER /S BUILDING CONTRACTOR 1 CO NOT FORWARD A & M HURRICANE PROTECTION LLC JOSE G PEREZ MGR 1050 E 15 ST HIALEAH FL 33010 A & M HURRICANE PROTECTION Mannjadurer- Sales4nstallation- Licensed and Insured 1050 E 15 ST, HIALEAH, FL, 33010 Phone: (305) 885 -0678 Fax: (305) 882 -0510 earmane Estimate No.: ERICK (ADOLFO) Color: ERICK VALDES Type: 33 NW 93 ST Home Phone: MIAMI SHORE, FL 33150 Cell Phone: Salesman: JOSE PEREZ Fax: We propose to furnish labor and materials to install accordion type shutters at the following masonry openings: Line Plumber 3303 to I I+ ACCORDION (786) 489 -3456 Window Types Opening W HT 1 WINDOW 2 WINDOW 3 FRONT DOOR 4 WINDOW 5 WINDOW 6 WINDOW 7 WINDOW 8 WINDOW 9 WINDOW 10 WINDOW 11 WINDOW 12 SINGLE DOOR 13 GARAGE VENT 75 x 51 37 x 51 41 x 89 37 x 51 75 x 51 38 x 51 38 x 39 38 x 51 75 x 51 112 x 51 75 x 39 34 x 86 48 x 26 A & M HURRICANE PROTECTION will process the permit for the Homeowner. The total amount for the openings quoted above including the processing fee is: $3,400.00 Tentative installation time is 1 week(s) from the permit approval from the city. Price is valid for thirty (30) days from the date of this proposal. CI Now offering: 10 Years Warranty • Now offering: 10 Years Free Maintenance Plan © Now offering: Free Opening and Closing upon Customer request tre Now offering: No Payment until job is completed There will be a 3% charge for using a credit ca JOSE PEREZ A & M HURRICANE PROTECTION Accepted by: ERICR VALDES Page 1 of 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.WdI ��a4 TAX FOLIO NO. 11— '3101-0311 —CM STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 111111111111111111111111111111111111111111111 CFN 201280246333 OR Bk 28063 Ps 4252; Tips) RECORDED 04/06/2012 12:53:40 HARVEY RUVIN, CLERK OF COURT I1IAI'lI —DARE COUNTY? FLORIDA LAST PAGE L.i:1.TY.0,F :ODE ny vvPx Lt , THE UNDERSIGNED hereby gives notice that improvements will be made to Oartait3 -re8_ I • =' Jf property, and in accordance with Chapter 713, Florida Statutes, the following S�tPd�i is provided in this Notice of Commencement. gr 1. Legal description of properp and street/address: 3 ,Jui q y 2. Description of improvement: INSTALLATION OF HURRICANE PROTECTION 3. Owner(s) name and address: 3315? - d Juw ! 4; Interest in property: OWNER Name and address of fee simple titleholder: 4. Contractor's name and address: A &M HURRICANE PROTECTION 1050 E 15 ST HIALEAH FL 33010 PH: (305) 885 -0678 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration e f this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different e) spe ifiee Signatuke of Od(ner ,, + ,f Print Owners Name `Iaid t%t c , Sworn to and subscribed before me this 3 day of Notary Public Print Notary's Name ALAIN J MANRFSA My commission expires: Pia/ 03 123.01.52 PAGE 4 5/07 ,20k. Prepared by le r-Ai re r AlPy1 Address: LISSETE RODRIGUEZ 1050EAST15ST FL 33010 ALAIN JAVIER MANRESA MY COMMISSION # EE068689 , • Via' EXPIRES May 03, 2015 • (407) 398 -0153 FloridallotaryServtce.com (13) 38 X 51 PAN (14) 48 X 26 PANEL (12) 34 X 86 PANEL (X) GARAGE DOOR NOT INCLUDED (11) 75 X 39 ACCORDION (X) SINGLE DOOR NOT INCLUDED MEAN OF EGRESS IRECENED APR 0 r' 2C12 (10) (9) I 12 X 51 75 X 51 ACCORDION ACCORDION FOLIO #: 11-3101-034-0280 MEAN OF HEIGHT: 15" DESIGN WIND !CADS: 175 MPH +40.1 -43.5 h:RICK VALI3F.S 53 NW 93 ST MIAMI SHORES. EL 33150 (1) 84 X 56 PANEL (2) 46 X 56 PANEL (3) 41 X 89 PANEL FRONT DOOR (4) 46 X 56 PANEL (5) 84 X 56 PANEL (8) 38 X 51 ACCORDION (7) 38 X 39 ACCORDION (6) 38 X 51 ACCORDION Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT r:—.../C2/61 SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COLINTY RULES AND REGULATIONS p.y3F' .1.3_. �fPa/mYR��oj�m. RAMMS ENGINEERING, INC.. Kd =,.85 2100 W 76 ST., HIALEAH, FLORIDA FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -10 ( MIAMI DADE COUNTY ) DESIGN WIND LOADS (LBS /SQFT) FOR 175 MPH WIND ZONE • Interior & Exterior Zones (4 &5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone WITH .6 ADJUSTMENT Height Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 - 60 1.00 .. 0.95 0.92 0.89 0.88 0.86 r.SMaximum 15 40.1 .) 38.3 37.2 36.5 35.9 35.4 20 42.5 40.5 39.4 38.6 38.0 37.5 25 44.3 42.3 41.2 40.4 39.7 39.2 30 46.2 44.2 42.9 42.1 41.4 40.9 40 49.1 46.9 45.6 44.6 43.9 43.4 50 51.4 49.1 47.8 46.8 46.0 45.4 60 53.3 50.9 49.5 48.5 47.7 47.1 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 [ 15 - 43.5 - 41.7 -40.6 -39.9 -39.3 -38.8 20 - 46.1 - 44.1 - 43.0 -42.2 - 41.6 -41.1 25 - 48.1 - 46.1 - 44.9 - 44.1 - 43.5 -42.9 30 -50.2 - 48.1 - 46.9 - 46.0 - 45.3 -44.8 40 -53.2 -51.0 - 49.7 - 48.8 - 48.1 -47.5 50 -55.8 -53.5 -52.1 -51.1 -50.4 -49.8 60 • -57.8 -55.4 -54.0 -53.0 -52.3 -51.6 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the . 175 mph Wind Zone • Height Maximum • Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -53.7 -50.1 - 48.0 - 46.5 - 45.3 -44.4 20 -56.9 -53.0 -50.8 -49.2 -48.0 -47.0 25 -59.4 -55.4 -53.0 -51.4 -50.1 -49.1 30 -61.9 -57.7 -55.3 -53.6 -52.2 -51.1 40 -65.7 -61.3 -58.7 -56.9 -55.4 -54.3 50 -68.9 -64.2 -61.5 -59.6 -58.1 -56.9 60 -71.4 -66.6 -63.8 -61.8 -60.2 -59.0 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smal but not Tess than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet r AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT RO %FS. Florida Storm Panels 14475 N.W. 26 Avenue • Opalocka, FL 33054.685- 9990.685 -9000 • FAX 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 22gauge panels under number 07- 0817.03 This letter authorizes to use our 22ga. Panels following job: 33 NW q Sincerely, A& M Hurricane Protection, L.L.C. under number 07- 0817.03 to be used at the Hasa o ®1(23 P 336-0 Victor V. Cruz Enrique Revil President or Vice- President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. BUILDING CODE COMPLIANCE 0I41.7CE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26th 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 www.miamidade.aov 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 AM (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: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bernardo, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02- 1120.02 and consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Makar, P.E., M.S. NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 Page 1 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1120.02 A. DRAWINGS 1. Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02 -041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02 -007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS I. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. � . A. Makar, PE. y s M.S. Product Control Examiner NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 E -1 Pe:ELIOT MARKED (LOOM= 0'55431 P, -{ 1317' ROLL BACK 1315' j•-• G L 1. Z50 -1 1315' j-- I _ jC,1a.V.wIZED I �( 1312' r 4 -20 x 44' 68. STUD PROM., WARE. fLOCREDG OPTtW4L1 - 4181 -I F- L181.- 2500'PANEL COVERAGE 14.436' PANEL LENGTH 0 STORM PANEL TTP. MAX © STUDDED ANGLE 0125• TYP. 4 wq1 BAoc -1 1312' - 1.181'+1 1.000' h-2.062' 0.065 I L00. MK 6000' MAX O 5111LDOUTICLOSURE ANGLE GENERAL NOTES: L THIS SHUTTER SYSTEM 3.145 BEEN DESIGNED AND TESTED CO A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND PROTOCOLS TAS 20 FOR LARGE MISSILE IMPACT, TAG 202 FOR UNIFORM STATIC AR PRESSURE AND TAS 203 FOR CYCLIC WIND LOADING. 2. NO 333% INCREASE M ALLOWABLE STRESS 14A8 BEEN USED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 3. POSITIVE AND NEGATIVE DESIGN PRESSORE8 TO BE USED (533. THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS N ACCORDANCE WITH THE GOVERNING CODE 544EN ASCE 1 -88 *USED TO CALCULATE PRESSURES FOR USE ERN THIS PRODUCT. THE USE OF A DIRECTIONALITY FACTOR Kd•0.85 IS ALLOWED. 4. 3LE 5HAUTTER SYSTEM DETAILED HEREIN LS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECFIC 517E IF SITE CON17111045 DEVATE FROM THE 004017IONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CGNJIMCTION WITH 714I6 DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE 40EOLIACY CF THE EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANELS SHALL BE 72ge STEEL (GALVANIZED 7141010555 3.0.029' MIN/ CO.1ORMING TO 05111 0653. STRUCTURAL QUALITY. GRADE 80,090 GAL.V. COATING WITH A MIL F3•92.0 K51. ALL EXTRUSIONS SHALL BE 6063 -16 ALUMINUM ALLOY, LIND. 1. PANELS SHALL BE PERMANENTLY LARK FD WITH A MINIMA OF CAE MARKING PER PANEL AS FOLLOWS, FLORIDA STORM PANELS. INC. CPA- LOCKA, FLORIDA MIAMI -DADE COUNTY PROD. CONTROL. APPROVED B. 610R r1 PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADS SHORN ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC1. OF M(4M1, FL. TEST REPORT No. 02.041. 10. TOP 4 BOTTOM DETAILS SHORN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY W7-ERE APPLIC4P) F, EXCEPT FOR MOUNTING CONDITIONS INCLUDING 'M OR L' HEADERS. IL ALL BOLTS 4 WASHERS SHALL BE ZINC COATED. GALVANIZED OR STAINLESS STEEL WITH 4 MINIMUM TENSILE STRENGTH CF 60 X84 f A 0.062' L. . 0065 0.062' TYP 1-.1.18P-1 1 0250' i 0'41' HEADER 0 M. • 0.0516' r00ALV STEEL, Cd5ADE 501 V--- -t LOO' MIL 5000' MAX OJ -PAN CLOSURE 553 I- -1.931 -1 100- 0093' TOP 14' TRACK 14 BOTTOM 'H' TRACK 03 -0250' 0E65' 0085• r......1 -y 111-.. - E-05.9* MAX, 04 .L 0315'd 05' II 0.189' rr 0370' II 50500' _ T 0.410' 0.650' ® 11• HEADER UASHEIED WINGNUT (74M,IC 9 4LLOr1 2.061' 0063' 1.935' 0.063 T_. a 0093' ® BUILD -04(1 F. TRACK 80155' 120301' t • 0.018' MIL 11 KEYHOLE WASHER 444,715 OPEC.5115.04.4011 S0 FELLOW CU Pa I, ORLY FOR USEIDT■ MSS ® TOP II TRACK '4 -70 SS 51DF2w K ORMd0IWNE BOLT 4 WAIGYERED 5RHGMT • 24' 0C. TYP. EXISTING 101002 0215' °0655' TYP. O F TRACK ®HEADER END CAP 2 MODE, tiPlOh L93T gg 0063' 0ID6°+'I [0)25' 10033'7 ® BOTTOM L' TRACK 025' 025' II �n4x. MAXI 6 GA G4LV. STEEL 851t PLATE (00416' BM. GAO OR 2.425.25' 6069 -to ALUM ANGLE E. )STING CONCRETE, 4405502 BLOCK OR WOOD FRAMING OWALL MOUNT CLOSURE DETAIL NTB, OCORNER CLOSURE DETAIL BUILD -OJT DISTANCE OVERLAP WALL BEYOND UANDOU DISTANCE GREATER THAN OR E2U4L TO 15 TIES 5UILD -0J1 DISTANCE (2001 NEC SECT. 241313) -1 r-025' nAX EXIST. CONC. HOLLOW BLOCK OR HOOD 7184(NG. ExI51WG CONCRETE. HOLLOW BLOC oR WoOD FRAMING ALCM. ANGLE Oo 012 J -PAN CLOSURE PIECE Q (SEE DETAILS ABOVE/. LEG DIRECTION MAY BE REVERSED FASTENER • 6' OZ. FOR DESIGN LOADS LESS THAN OR EOUAL TO 8105( (SEE ANCHOR 60EQAE NOR ANY ACCEPTABLE ANCNOW. FOR DESIGN LOADS GREATER THAN Hlpot, USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS • m' 00. OBUILD -OUT MOUNT CLOSURE DETAIL 14.16. y 0904 IALIDEED (51RP. M PAR G1 (1240 TOP MONT (COON TYPE AB REDIDJ TYR SECT.. 114 gl-ng 1111011 11111 411 991701 11.1.915...1 TYPE AS REGILD, ®KTAPICAL MOUNT ELEVATION 10131 COW Top TYPE 45 REDID) DRY rra. nN,/ LAST P4GEL (6165'81 P4>TEL. 45055 EVOKE PMlEL 085105542 555TR1CTO5 FRaRLFP 0 EDGE 315. Dray 51. Bona, ;18 f TYPE 11 FEOD_ OP ROURT D.P. TYPE AS MOLD 5e P0Vp1 991.09 oGITOLTOR BOTTOM MOAT Coal TYPE 45 140/ TTP. PANEL OVERLAP 069055 14 -70 611104 BOLTS OEIT4 WAS1EF£D IIINCd4415 54818850 o 0V5RLM5 • MID5122N Nee APPROPRIATE 5145 TABLE/ O TYPICAL M01ART ELEVATION AROUND 088TR1CTION XT4 NM= cali._•-a470 ai:4x 'r rr ALUM ANGLE ® OR ./..PAN CLOSURE PIECE ® (SEE DETAILS 450VE1. LEG DIRECTION MAY BE 'REVERSED. 0500' ` OVERLAP M1I(MUM FASTENER • 6' OZ. POR DESIGN 50405 LESS THAI OR EQUAL TO Wipe (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) FOR DESIGN LOADS GREATER 1180' THAN 81p41, USE ALUM ANGLE CLOSURE EMBED PIECE ONLY BIRTH ANCHORS • 10. OC. )R8P MCWT CLOSURE DETAIL N.TS. 025' MAX EXISTING CONCLLTE. 2055051 BLOCK OR WOO FRAMING PRANK L 8571444 D0, PE. 'PE0015546 • REVISIONS DBE RSCRIMION .00.611E OR! 6T, 1,4, • • - p)� -�86 71- S -1 SHEET: I of 4 EMBED GI.: 'N GL: "NG -\ EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAM* (SEE ANCHOR SPROULE 33 BASED ON TYR{ ®9TiB16TRE/ a REFERENCE 4N610R SCHEDULE T3 FOi MAX. 9PACP0b REVERSED TWIAF0S 111E OPENING elORr LEG MAY BE 1 r0 Eo 0 029' 14 TEX SCREW OR m QC. (TTP ALL 631 0 CO ECTIONS oW Ed 80 REOD BEPARA Ord FROM &LAS' (REF. TABLE 2/ u 050 O L 1/ 4-20 x ; 99. Q ^.NN003(ON lY 1140 6 SCREW REFERENCE ANCHOR DS' 0D. SPACNG �'I 6OEDILLE T3 FOR m. X. ENISENG CONCRETE, BLOCC OR ��� � WOOD FRAMING. SEE � N1d10R SOED. BASED .a TYPE CF STRICTURE "OO°1"' ,4, ° �O 13 O WALL MOUNT SECTION NIEL EXISTING CONCRETE WOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SOED. BASED ON TYPE OP 910161030. C3 TYPE REFERENCE 2 A AN NCHOR 9CHE0•A.8 13 FOR MAX.SPACI* x0500' 10.250. OPTIONAL *UILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL/ OBUILD -DR MOAT SECTION a EXISTING GLAZNIG L 025' '4 -20 X •4' 98. MOONS SCREW IW 113408 IT 905' 00. R CQa.10TICN TYPE SCREfDULE ANOR M SPACING 33 FOR MAX. 8046349 MAXIMUM ALLOWABLE SPAN SCHEDULE Load W (sf) No Stitch Bolts L (ft) Stitch Bolts At Idodspan Luau (ft) 25 10' -T 10' -7" 30 10' -5" 10 -5" 35 10' -0" 10 -0° 39 5- 9° 0 - 9' 40 9' -a" 5 -8• 45 9'- 4° 9'- 5" 49 5- 11' 0 - 3" 50 8• -10" 9' -2" 55 B' -5° 8'- 11' 58 S - 2" 8' - 10' 60 6' -7 8' - 9' 65 7 -9° 8' -3" 70 7- 6" 7 - 8' 72 T - 4' 7- 6' 75 T -2" T -? 80 6'- 9" 5- 9' 90 5- 0° 5- 0' 100 5 - 4° 5 - 4' 110 4'- 10" 4'- 10" 120 4'- 6" 4'- 6" 130 4- 1" 4'- 1" SPAN SCHEDULE NOTES: L ENTER SPAN SCFEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE IS ACCEPTABLE FOR USE WI314 POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTFERIWSE USE NEXT HIGHER LOAD. EXISTING CONCRETE. 1401.1.0l0 BLOCK OR WOOD FRAMNG. SEE ANCHOR BCHED. BASED 04 TYPE OF STRUCTURE. EDGE 0(83. EX(8TNG GLAZING RECD SEPARATION FROM GLASS (REF. TABLE 12) EXISTS* HOLLOW BLOCK OR WOOD MORO. BEE 4N0OR SDHED. BASED ON TYPE CP STRICTURE 12 20 x'0 SS. MACHINE SCREWS: a DS' 0.6. 667 TYC ��Ni (_T�i REFERENCE ANCHOR SCHEDULE 13 FOR MAX SPACING OT' TRACK/DIRECT POINT SECTION NTa EXISTING 1000 30488118 24' OZ. MAX. O CEILING/FLOOR MOUNT SECTION E(ISTI G GL42NG SEPARATION FROM GLASS SCHEDULE Positive Load Span Less Than: Separation (Inches) at. =30' Separation (inches) Ed >30' 6'- 0" 2.75" 1.22" 30 8' - 8° 2.75" 1.94" 10' - 5° 3.00" 3.00" 6' - 0" 2.75° 125° 35 5 - 6" 2.75" 2.10" 10 - 0" 3.00" 3.00" 6' - 0" 2.75" 1.29" 40 5- 8" 2.75" 2.26" 9' - 8° 3.00" 3.00" 8' - 0" 2.75° 1.32" 45 8'- 6" 2.75" 2A1" 9' - 4" 2.9T 2.92" 50 6' - 0" 2.75" 1.38° 5 - 10" 2.75" 2.73° 8' - 0" 2.75" 1.43" 8' - 1" 2.75" 2.44" 8' - 0" 2.75" 1.51" 7 - 8" 2.75 2.24 TABLE T2 NOTES: 1 ENTER SPAN SCHEDULE WIT/( POSITIVE DESIGN LOAD 30 DETERIINE MN134221 ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHER/a* USE NEXT HIGHER LOAD. ,% 1740411- MIMIE J �II RECD SEPARATION FROM RM A•., TABLE T2/ O TRUSS MOUNT SECTION EXI8TN'G CONCRETE ■001.08 BLOCK OR 11.002 FRAYING. SEE ANCHOR SCHBD BASED ON TYPE OP STRICTURE. EXTERIOR WALL PUNIER STEEL TUBE 30 BOTTOM TRESS 04ORDS W/ (31 .12. 6-03ED LAG SCREWS • EACH TRESS (24. OD. 314X) 4'3t ?x00418' MIN STEEL TUBE 33 HEADER TO ROLLED STEEL TUBE UV CENTER LAG (A9 DESCRIBED ABOVE/ a MUSSES ( .14 8339 TO PLATE 0 6. O.G. BETSEEN TRUSSES Lmax 0 8'-0' (MAX SPAN/ MAX DESIGN LOAD • *60 p,,( ALUM OR GALV STEEL SPACER AS RECD. 0 COIA'ECTIQI TYPE ANCHORS 30 BE AT R5' OR 635 O.C. (REFERENCE WAN01013 0000020 a 33 FOR MAX SPACING/. USE 9 A REMOVABLE ANCHORS OLT EXISTING GLAZING OOFFSET ALL MOUNT SECTION X6 WALL EXTERIOR WALL F34 944 PROTREDNG FROM MONTING SURFACE FRANK L. •080046549 v Lp .m0• Q' to m V 2 if (C Z2 O4M _ H. _.2 0s Ta m Z Z W W r( Q csi z0 I Q 'ct a_ t_ REV100349 DESCRIPTION DATE CAN, CA.X1X)0 VACS �', I• CP* F�FF DWG 4: 02 SHEET: 2 OF 4 PENETRATION OR EMBED. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR 6CMED. BASED ON TYPE OF STRICTURE riy:L4 idir r A— — '. RECTO GLASS SEP. EXISTING o'er. (SEE TABLE FM III T2 FOR MINIMUM) EXIST GLAZE EXISTING CoNCETE- HOLLOL BLOCK OR WOOD FRAMING. SEE ANCHOR SCH®. BASED ON TYPE OF STRUCTURE 51C0¼00109 718E REFERENCE ANCHOR SDEMILE T4 FOR MAX SPACING 0600• 0 0 9 ©WALL MOUNT SECTION WALL 000 MOONS. NM =40098=8017188 REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING I 5. C8 CO.55 TYPE REF. ANCHOR 6CIRD. 74 FOR MAX SPACING RECD GLASS SEP. DIET. (SEE TABLE 12 FOR MINIM121) O HEADER)61LL MOULT SECTION 1+02812202 ON 048.8.274 OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS EXISTING COTE. Hq.LOW Man( OR 8000 FRAMING. SEE ANCHOR 60180. BASED ON TYPE OF STRICTURE READER TRACK 1601•IETRIc TAP TRACK N7A. CLIP LOCKS END PANEL PLUSH AGAINST TOP TRACK (I) 1•.2'1,1009'04' ANGLE 8 END 1W (2) 114 EMS TO TRACK TOP •H•- TRACK OR TOP U' -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) OPTIONAL PLASTIC KNOB. TO EASE PANEL SLIDING (NON- STRUCTURAL. SEE DETAIL TO LEFT) O MINI CEILING/FLOOR UN /FLOOR MOT SECTION R...Nra. F'EN 116411GN OR EMBED. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD PRAMPIG. SEE ANCHOR 6CHED. BASED ON TYPE OF 6TRIGTU3E. C6 GONNECTIDN TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX SPACING 0900' RECD GLASS SEP. DIST. (BEE TABLE T2 FOR MINIMUM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEID BASED ON TYPE OF STRUCTURE EXISTING GLAZING ODIRECT WALL MOUNT SECTI0N BOTTOM DIRECT NA LL rGXM OREN DETAe n r, nra r le (1) HEADER END CAP (1 END 9/ (2)'14 8MB TO TRACK 0)51,5 10026'r 111 0975' 882_u' L OPTIONAL PLASTIC KNIC2P 04.1, Eau law Now rtmen. (•14030• FEFFORATIGNS AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND /OR PLASTIC 15740518 ADJACENT PANEL TYP D9• r—COVERAGE 'HI-HEADER TOP, PER DETAIL P 0011011 )9 TRACK OR BOTTOM L' TRACK (FASTEN TO STRUCTURE PER DETAILS M. N 10 TO LEFT) OSILL TRACK ISOMETRIC 881101 178409 NSA. Approved as complying with the Daum 1 Z 003 l. NOM Mud Dide Faded LAST PANEL MOUNTED FROM INSIDE OF BLDG OVERLAP „Awl_ 1310301**TUtelelidn Winne Gide 7- 0817.03 OPTION d: (3) 14' p. ELCO PANELPIATE6 I AT BOTTOM OF ADJACENT PANEL FASTEN EACH PANEL ADJACENT TO LAST PANEL 8 BOTTOM W/ (2) ELCO e9NELMATES 4 (I) POSERS CALK -IL ALTERNATIVELY, USE (3) PANELM4TE6 AND NOTCH BOTTOM CORNERS OF LAST PANEL TO PIT OVER INNERMOST ANCHORS. (3) . -20 SS. 1 STITCH BOLTS W/ UIMG1NUTS EACH SIDE OF OPTION B. (2) 1)i' ELCO LAST PANEL ji / OF ADJACENT ATES AT BOTTOM Yom/ i/ � ADJACENT PANELS OPT. G. 2-42• MAX NOTCH IN LAST PANEL AROUND W0401.4.11 'CI DIRECT WALL mum* EXTERIOR ELEVATION oMNT m•., MOAN (REF. DETA. 1.1 NTA APT. B. (I) I.4 -20 POWERS CALK -81. CLOSEST TO LAST PANEL (NO NOTCH RECD) REVISIONS DESCRIPTION DATE O- X544814 Fi FLB 1`'I WT UArET IVfB/03 01 G 40-2- 68.1E -1'� SHEET: 3 OF 4 ANCHOR SPACING SCHEDULE ANCHOR NOTES: I. SPANS AND LOADS 84OUN HERE 4RE FOR DETERMINING ANCHOR SPACNG ONLY. ALLOWABLE STORM PANEL SPANS POR SPECIFIC LOADS MUST BE LIMITED TO TH05E 544004 M 114X ALLOWABLE SPAN SCHEDULE (TABLE 'TN.. 2. ENTER ANCHOR BCHEDIILE BASED CN 114E EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER TNAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SI- ITTER AND SELECT SPAN GREATER THAN OR EQUAL TO awl-MR 6PAN. 3. SELECT 685480TION TYPE BASED 04 APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 5. W4ERE ExISTING 5TRIICTURE IS ROOD FRAMING, 04157IN6 CONDITIONS MAY vAR1. FIELD vERffV THAT FASTENERS ARE INTO ADE(dJATE WOOD FRAMING FIEMBER3, NOT PL512600. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CL04Na60 PIECES. ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 1/4"x1- 114"EMBED ELCO TAPCON 39 49 58 12.5° 12.5" 2.5" EDGE DISTANCE 16.0" 12.7 BY° 15.8" 12.5° 12.5" 6.25" 15.5" 12.3" 10.4" 7.8" 5.7 4.0" SPANS UP TO 5.50 R SPANS UP TO 8.67 ft SPANS UP TO 10.67 ft E ANCHOR LOAD 125" CONN TYPE 10.5' 6251 CONN TYPE 72 CONN TYPE 13.7 Et 8.7 (Pei) 01 C2 C3 C4 C1 C2 C3 C4 01 C2 C3 C4 ICONCRETE 1/4" x 1-314" EMBED 39 12.5" 16.0° 16.0° 16.0" 12.5" 16.0" 16.0" 16.0" 125° 16.0" 11.9° 115" ELCO TAPCON 49 12.5° 16.0" 16.0" 16.0" 12.5° 18.0° 11.6" 13.3" 12.5" 16.0" 8.4° 10.7" BEN 3325 PSI CONC) 58 125" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10 3" Tcap (1b) = 483.00 72 125" 16.0" 13.0" 14.3" 12.5° 16.0" 8.0" 10.3" 125" 16.0' 8.0" 10.3" Vcap (tb) = 475.00 130 12.5° 18.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 125" 16.0" 8.0" 10.3" 1/4"x7)8" EMBED 39 12.5" 16.0" 18.0" 16.0" 12.5" 16.0" 152' 15.0" 125" 16.0" 10.6° 12.1" ALL - POINTS SOLIDSET 49 125" 16.0" 16.0" 18.0" 12.5" 16.0" 10.2" 11.6" 125" 16.0" 7.5" 9.5" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0° 16.0" 12.5" 16.7 7.9" 9.9" 1251 16.7 7.1' 3 2" Trap 0b) = 428 72 12.5" 16.0" 11.5" 127° 12.5" 16.0" 7.1" 92° 12.5" 16.0° 7.1' 9.2" Vcap (lb) = 429 130 125" 16.0" 7.1" 9.7 12.5" 16.0" 7.1" 9.2" 125" 16.0" 7.1" 16.0" 1/4" x 2" EMBED 39 12.5" 16.0" 16.0" 16.0' 12.5" 16.0" 13.3° 15.7" 12.5" 16.0' 9.2" 12.o' ELCO PANELMATE 49 125" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.4° 125" 16.0" 6.5" 9.9" (M11 3350 P81 CONC) * 58 12.5° 16.0" 14.9" 16.0' 125" 16.0" 6.9° 10.4" 12.5" 16.0" 6.2" 9.6° Trap (lb) = 372.00 72 12.5" 16.0" 10.0" 13.3' 12.5" 16.0" 6.2" 9.6" 125° 16.0° 6.7 9.6" Veep (m) = 565.00 130 125" 16.0" 8.2" 9.6" 12.5" 18.0" 6.7 9.6" 125" 16.0" 62' 9.6" ANCHOR NOTES: I. SPANS AND LOADS 84OUN HERE 4RE FOR DETERMINING ANCHOR SPACNG ONLY. ALLOWABLE STORM PANEL SPANS POR SPECIFIC LOADS MUST BE LIMITED TO TH05E 544004 M 114X ALLOWABLE SPAN SCHEDULE (TABLE 'TN.. 2. ENTER ANCHOR BCHEDIILE BASED CN 114E EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER TNAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SI- ITTER AND SELECT SPAN GREATER THAN OR EQUAL TO awl-MR 6PAN. 3. SELECT 685480TION TYPE BASED 04 APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 5. W4ERE ExISTING 5TRIICTURE IS ROOD FRAMING, 04157IN6 CONDITIONS MAY vAR1. FIELD vERffV THAT FASTENERS ARE INTO ADE(dJATE WOOD FRAMING FIEMBER3, NOT PL512600. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CL04Na60 PIECES. ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 1/4"x1- 114"EMBED ELCO TAPCON 39 49 58 12.5° 12.5" 16.0" 16.0" 16.0" 16.0" 12.7 BY° 15.8" 12.5° 12.5" 6.25" 15.5" 12.3" 10.4" 7.8" 5.7 4.0" 9.9" 7.7" 6.5" 12.5" 625" 6.25" 12.6" 10.0" 9.7" 5.4" 3.8" 3.6" 7.9' 6.2" 6.0" IHOLLOW CONC BLOCK . 125" 12.5" 10.5' 6251 Tcap 0b). 218.00 72 12.5" 13.7 5.9" 8.7 6.25" 9.T 3.6" 6.0" 625" 9.7" 3.6" 6.0" Vcap 0b) = 398.00 130 6.25" 9.7" 3.6" 6.0" 625° 9.7" 3.6" 6.0" 625" 9.7" 3.6" 6.0" 114°x718" EMBED 39 12.5" 16.0" 16.0° 16.0' 12.5" 16.0° 12.7 10.7 12.5" 16.0° 8.8" 8.3" ALL- POINTS SOUDSET 49 12.5° 16.0' 16.0" 13.1' 12.5" 16.0" 8.5" 8.7 12.5" 16.0" 62' 6.8" LEAD SHIELD ANCHOR * 58 12.5° 16.0° 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 125" 15.9' 5.9" 6.4° Tcap (tb) = 358 72 12.5" 16.0° 9.6" 8.8" 12.5" 15.9" 5.9° 6.4" 12.5" 15.9° 5.9" 6.4° Vcap (b) = 249 130 12.5" 15.9° 5.9" 6.4" 123 15.9' 5.9" 6.4" 125" 15.9" 5.9° 6.4' 1/4" x 1 -1/4" EMBED 39 125" 16.0" 16.0" 12.2" 12.5° 14.5° 7.3" 7.7" 6.25" 11.8" 5.1" 62° ELCO PANELMATE 49 12.5' 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 625° 9.4" 3.6" 4.9" * 58 12.5" 15.4" 8.2" 8.1" 6.25" 9.8' 3.8" 5.1" 625° 9.1" 3.4" 4.7' Tcap (b). 204.75 72 625" 124" 5.5" 6.5" 6.25" 9.1° 3.4" 4.7" 625° 9.1" 3.4" 4.7" Vcap (lb) = 233.50 130 6.25° 9.1" 3.4° 4.7" 6.25° 9.1" 3.4" 4.7" 625" 9.1" 3.4" 4.7" ANCHOR NOTES: I. SPANS AND LOADS 84OUN HERE 4RE FOR DETERMINING ANCHOR SPACNG ONLY. ALLOWABLE STORM PANEL SPANS POR SPECIFIC LOADS MUST BE LIMITED TO TH05E 544004 M 114X ALLOWABLE SPAN SCHEDULE (TABLE 'TN.. 2. ENTER ANCHOR BCHEDIILE BASED CN 114E EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER TNAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SI- ITTER AND SELECT SPAN GREATER THAN OR EQUAL TO awl-MR 6PAN. 3. SELECT 685480TION TYPE BASED 04 APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 5. W4ERE ExISTING 5TRIICTURE IS ROOD FRAMING, 04157IN6 CONDITIONS MAY vAR1. FIELD vERffV THAT FASTENERS ARE INTO ADE(dJATE WOOD FRAMING FIEMBER3, NOT PL512600. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CL04Na60 PIECES. ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 1/4" x 1 -1/4" EMBED ELCO TAPCON Tmp (tb) = 218.00 Veep PI= 398.00 39 45 55 65 72 25" EDGE DIST. 16.0° 16.0" 16.0' 14.6" 132° 0.75" EDGE DISTANCE ANCHOR LOAD (paf) SPANS UP TO 5.50 ft CONN TYPE I WOOD 114 "x2'THREAD 39 125" 16.0" 16.0" 7.5" 125" 16.0" 128" 4.8" 125" 18.0" 8.9" 3.9" PENETR. LAG SCREW 49 127 160° 16.0" 6.0" 125" 16.0" 8.6" 3.8" 12.5" 16.0" 63" 3.1" 16.0" 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.8" 32' 125" 18.0" 6.0" ALL-POINTS SOLID-SET Tcap (lb) = 359.53 72 125" 16.0" 9.6" 4.1" 125" 16.0" 6.0" . 125" 16.0" 6.0" 4 Vcap (Ib) =52.97 130 125" 160" 80" 125° 18.0" 6.0" 7 „12.5" 39 160" 6.0" 914 x 1 -12" THREAD 39 125" 16.0" 16.0" 7.7" 12.5" 16.0" 8.3° 4.8" 125" 13.5" 5.8" 3.9' PENETR. WOOD SCREW 49 12.5" 160" 13.6" 6.1" 125" 13.7 5.6" 3.7 625" 10.7" 4.1° 31' 58 12.5" 160° 9.3" 5.1" 625° 11.2" 4.3" 3.2" 625" 10.4° 3.9" Tcap (lb) = 234.00 72 125" 14.2" 6.3° 4.1" 625' 10.4" 3.9" , - 1 625' 10.4" 3.9" Vcap (lb) = 96.74 130 625° 10.4" 3.9" ,;. 4 ; 625° 10.4" 3.9" " ;N 625" 10.4" 3.9" 7 /16" x 58P EMBED 39 125" 16.0" 16.0" 13.0" 125" 16.0" 8.3" 8.1 12.5" 13.4° 5.7° 6.6" BRASS BUSHING & 49 125" 16.0" 13.5' 10.3' 12.5" 13.1" 5.5" 6.4" 625" 10.6" 4.0" 52" 1/4.20 SCREW * 58 12.5" 18.0' 9.7 8.7" 625' 11.1° 4.3" 5.4" 625" 10.3" 3.8" 5.0" Tcap (lb) = 231.50 72 12.5" 14.0" 6.7 6.9" 625" 10.3" 3.8" 5.0" 625" 10.3" 3.8" 5.0" Vcap (lb) = 232.50 130 6.25" 10.3" 3.8" 5.0" 625" 10.3" 3.8" 5.0" 625" 10.3" 3.6" 5.0" ANCHOR NOTES: I. SPANS AND LOADS 84OUN HERE 4RE FOR DETERMINING ANCHOR SPACNG ONLY. ALLOWABLE STORM PANEL SPANS POR SPECIFIC LOADS MUST BE LIMITED TO TH05E 544004 M 114X ALLOWABLE SPAN SCHEDULE (TABLE 'TN.. 2. ENTER ANCHOR BCHEDIILE BASED CN 114E EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN LOAD GREATER TNAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SI- ITTER AND SELECT SPAN GREATER THAN OR EQUAL TO awl-MR 6PAN. 3. SELECT 685480TION TYPE BASED 04 APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 4 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 5. W4ERE ExISTING 5TRIICTURE IS ROOD FRAMING, 04157IN6 CONDITIONS MAY vAR1. FIELD vERffV THAT FASTENERS ARE INTO ADE(dJATE WOOD FRAMING FIEMBER3, NOT PL512600. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CL04Na60 PIECES. ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tmp (tb) = 218.00 Veep PI= 398.00 39 45 55 65 72 25" EDGE DIST. 16.0° 16.0" 16.0' 14.6" 132° 7.5" 52" 3.4" ANCHOR LOAD (paf) SPANS UP TO 5.50 ft CONN TYPE SPANS UP TO 8.67 ft CONN TYPE 05 C6 C5 C6 ICONCRETE 1/4° x 1 -3/4" EMBED 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0° 16.0" 11.4" 16.7 (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Thep (m) = 483,00 65 142' 16.0" 6.0" 16.0" Vcap (1b)= 475.00 72 11.0" 16.0° 6.0" 16.0" 1/4X7!3" EMBED 39 16.0" 16.0° 14.8" 16.0" ALL-POINTS SOLID-SET 45 16.0" 16.0" 10.1° 16.0" LEAD SHILD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (b) = 428 65 128" 16.0° 5.3" 16.0° Vcap 0b) = 429 72 9.8" 16.0° 5.3' 16.0" 1/4" a 2' E .ABED 39 16.0" 16.0" 129" 16.0" ELCO PP :EIMATE 45 16.0" 16.0" 8.8' 16.0" MN 3351' PSI CONC) * 55 16.0° 16.0" 5.8° 16.0" Tcap(o)= 372.00 65 11.0" 16.0" 4.6" 18.0" Vcap (lb). 565.00 . 72 8.5" 16.0" 4.6° 16.0" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tmp (tb) = 218.00 Veep PI= 398.00 39 45 55 65 72 16.0" 16.0" 11.0" 6.4" 5.0" 16.0° 16.0" 16.0' 14.6" 132° 7.5" 52" 3.4" 15.5" 13.4" 11.0• 9.7" 9.7" 1/4°x717 EMBED 39 16.0' 16.0" 124" 16.0" ALL- POINTS SOUDSET 45 16.0" 16.0° 8.5" 16.0" LEAD SHIELD ANCHOR * 55 16.0° 16.0" 5.5" 16.0" Tcap (MI= 358 65 10.5" 16.0° 4.4" 15.9' Vcap (lb) = 249 72 8.2" 16.0" 4.4" 15.9" 1/4" x 1-1/4" EMBED 39 16.0" 16.0" 7.1° 14.5" ELCO PANELMATE 45 16.0" 16.0' 4.8" 126" * 55 10.3" 16.0" 3.7 10.3° Tcap (15) = 204.75 65 6.0" 13.7' 5.3° 9.1' Veep (lb). 233.50 72 4.7° 12.4° 16.0' 9.1' ANCHOR SPACING SCHEDULE TS (INSIDE MOUNT PANELS, TRAP MOUNT) 6 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (lb) = 174.00 Vcap (1b) = 318.00 0.75" EDGE DISTANCE WOOD 1 /4 "x2 "THREAD 39 16.0" 16.0" 124" 16.0" PENETR. LAG SCREW 45 16.0" 18.0" 8.5" 16.0' 45 55 18.0" 16.0" 5.6" 16.0" Tcap 0b). 359.53 65 10.6" 16.0" 4.4" 18.0" Vcap (lb) = 82.97 72 82° 16.0" 4.4" 18.0" 4314 a1-1/2° THREAD 39 16.0" 16.0" 8.1" 16.0" PENETR. WOOD SCREW 45 16.0" 16.0° 5.5" 14.4" 45 55 11.8" 16.0" 3.6" 11.8" Trap (Ib) = 234.00 65 6.9" 15.7" 7.6° 10.4• Vcap (lb) = 98.74 72 5.3° 142" 6.7" 10.4° 7 /18"x519"EMBED 39 16.0' 16.0" 8..0" 16.0" BRASS BUSHING & 45 162" 16.0' 5.5" 142" 1/4-208CREW * 55 11.7" 16.0" 3.6' 11.7 Tcap (lb) =231.5D 65 6.8" 15.5" ... 10.3" Vcap 0b) = 232.50 72 5.3" 14.0" �4 10.3" ANCHOR SPACING SCHEDULE TS (INSIDE MOUNT PANELS, TRAP MOUNT) 6 IHOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (lb) = 174.00 Vcap (1b) = 318.00 2.0" EDGE DISTANCE gg1-: Ia g '03 6 ANCHOR LOAD (pat) SPANS UP TO 5.50 ft CONN TYPE C7 C8 SPANS UP T 8.67 ft CONN TYPE C7 08 ICONCRETE 1/4" x 1 -3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 18.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 15.2" 10.8° 9.6" 6.9" Tcap (lb) = 386.40 65 12.9° 9.2" 8.5" 6.0" Vcap 0b) = 380.00 72 11.6° 8.3" 8.5" 6.0" V4"k715°EMBED 39 16.0° 16.0" 152' 10.8" ALL - POINTS SOUD -SET 45 16.0" 14.7" 13.2" 9.3° LEAD SHIELD ANCHOR * 55 18.0" 12.0" 10.8" 7.6° Trap 05) = 428 65 14.4" 10.7 9.5" 6.7" Vcap 0b) = 429 72 13.0" 92" 9.5" 6.7" 1 /4 °x2"EMBED 39 16.0" 11.6" 10.3" 7.4" ELCOPANELMATE 45 14.1° 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 82' 7.3" 5.2" Tcap (lb) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (lb) = 282.50 72 8.8" 6.3" 6.4" 4.6" IHOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (lb) = 174.00 Vcap (1b) = 318.00 39 45 55 85 72 12.6" 10.9" 8.9" 7.5" 6.8" 8.2" 7.1" 5.8" 4.9" 4.5" 8.0" 6.9" 5.7" 5.0" 5.0" 52' 4.5" 3.7" 3.3° 3.3" 1/4°x7/7 EMBED 39 16.0° 12.3" 10.4° 7.8" ALL- POINTS SOLID -SET 45 14.7 10.7" 9.0° 6.8" LEAD SHIELD ANCHOR * 55 11.7° 8.7 7.4" 5.5" Tcap (lb) = 358 65 9.9" 7.4" 6.5" 4.9" Vcap 0b) = 249 72 8.9" 6.7" 6.5" 4.9° 114" x 1 -1/4" EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7° 6.9" 6.2" 4.4" * 55 7.9" 5.6" 5.0° 3.6' Tcap (lb) = 201.50 65 6.7" 4.8" 4.4" 32' Veep (lb) = 198.50 72 6.1" 4.3" 4.4" 32" S. WHERE LAG SCREWS FASTEN TD NARROW PACE OF STUD FRAMING, FASTENER SHALL 8E LOCATED Si CENTER OF NOI•IPIAL 2" X 4' (1131.2 WOOD 51,0 (4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE '5QITHERN PINE' 6.055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR FAX HEAD. 1. * DE616N4TE5 REMOVABLE ANCHORS. U64IC61 ARE REQUIRED FOR DIRECT MgWT INSTALLATIONS. S. MACHINE 8CREW3 SHALL 61AV5 MINIMUM OF 13" ENGAGE -TENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS ISEAD. OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINU-IW1 EFBEDMDNT AND EDGE DI5TANICE EXCLUDES 5TUCC0 OR OTHER 3ALL FM15HE5. 10. 19 DESIGNATES ANCHOR CONDITIONS URIICA ARE NOT ACCEPTABLE FOR 39E. Appmea ascomP17n5 with the 515ltda Date atagsziushkibribalts BY p3 Dale ow W rz Z Z ZW 114 oi 03 -I 1 Y� ZZ Ili 0 z Ll) 0 a W - W z>(n LL � cm O Z • 1 Ot 0 0 J U_ REVISIONS DESCRIPTION PATE COMM C117118. 8CALE, T0. ALLN BY, PtG•, 0 •�6 - SHEET: 4 of 4 41 Cosa I 0.75" EDGE DISTANCE WOOD 114" x 2" THREAD 39 7.5" 6.5" 4.8" 4.2" PENETR. LAG SCREW 45 6.5" 5.7" 4.1" 3.6" 55 5.3" 4.8" 3.4" ` ., Tcap (lb) = 359.53 65 4.5" 3.9" Vcap (lb) = 8297 72 4.1" 3.5" - 914x1- 12"THREAD 39 7.7" 6.2" 4.8" 3.9° PENETR. WOOD SCREW 45 6.6" 5.4" 4.2" 3.4" 55 5.4" 4.4" 3.4" Trap (m) = 234.00 65 4.6" 3.7° 3.0" / y Vcap (lb) = 98.74 72 4.1" 3.3" 3.0",„ 7 /16"x5/8'EMBED 39 13.0" 9.2" 8.7 5.8" BRASS BUSHING & 45 11.7 8.0" 7.1" 5.1" 1/4.20 SCREW * 55 92° 6.5" 5.8" 4.1" Trap (b) = 231.50 65 7.8" 5.5" 5.1" 3.7" Vcap 03= 232.50 72 7.0" 5.0" 5.1" 3.7" S. WHERE LAG SCREWS FASTEN TD NARROW PACE OF STUD FRAMING, FASTENER SHALL 8E LOCATED Si CENTER OF NOI•IPIAL 2" X 4' (1131.2 WOOD 51,0 (4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE '5QITHERN PINE' 6.055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR FAX HEAD. 1. * DE616N4TE5 REMOVABLE ANCHORS. U64IC61 ARE REQUIRED FOR DIRECT MgWT INSTALLATIONS. S. MACHINE 8CREW3 SHALL 61AV5 MINIMUM OF 13" ENGAGE -TENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS ISEAD. OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINU-IW1 EFBEDMDNT AND EDGE DI5TANICE EXCLUDES 5TUCC0 OR OTHER 3ALL FM15HE5. 10. 19 DESIGNATES ANCHOR CONDITIONS URIICA ARE NOT ACCEPTABLE FOR 39E. Appmea ascomP17n5 with the 515ltda Date atagsziushkibribalts BY p3 Dale ow W rz Z Z ZW 114 oi 03 -I 1 Y� ZZ Ili 0 z Ll) 0 a W - W z>(n LL � cm O Z • 1 Ot 0 0 J U_ REVISIONS DESCRIPTION PATE COMM C117118. 8CALE, T0. ALLN BY, PtG•, 0 •�6 - SHEET: 4 of 4 41 Cosa I BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) A & M Hurricane Protection, LLC 1050 East 15th Street Hialeah, Florida 33010 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.eov 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 ART 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. EDESCRIPTION: "AS -500 Advau uminum cco on u APPROVAL DOCUMENT: Drawing No. 07 -13, titled "AS -500 Advanced Alum Accordion Shutter", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated June 07, 2007, signed and sealed by Humayoun Farooq, P.E., on June 27, 2007 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. *9 /27/10e7 hxp NOA No. 07- 0621.04 iration Date: 09/27/2012 Approval Date: 09/27 /2007 Page 1 A & M Hurricane Protection, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 07 -13, titled "AS -500 Advanced Alum Accordion Shutter ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated June 07, 2007, signed and sealed by Humayoun Farooq, P.E., on June 27, 2007. B. TESTS 1. See Association's generic approval under 07 -3252. C. CALCULATIONS 1. See Association's generic approval under 07 -3252. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 07 -3252. F. STATEMENTS 1. Release letter issued by the RC Advanced Shutter Systems Association, Inc. dated June 29, 2007, certifying this product to meet the criteria of product tested and approved, and allowing A & M Hurricane Protection LLC to use the test results approved under Miami Dade County Approval No. 07 -3252, signed by Mr. Richard Gallo. 2. Acknowledgment letter by A & M Hurricane Protection LLC, dated June 29, 2007, signed by Mr. Jose G. Perez. 3. Letter by Al- Farooq Corporation, dated June 27, 2007, signed and sealed by Mr. Humayoun Farooq, P.E., certifying that the drawing (No. 07 -13) prepared for A & M Hurricane Protection LLC is engineering wise identical to RC Advanced Shutter Systems Association, Inc. generic drawing (No. 06 -02A). E -1 gatRIVI lmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 07-0621.04 Expiration Date: 09/27/2012 Approval Date: 09/27 /2007 v DEFLECTION CURVE AT 100 PSF ACCORDION SHUTTER EI.19910116 DEFLECTION CURVE FOR POSITIVE LOADS ONLY 40 50 60 70 80 90 100 120 140 160 SLAT SPAN - INCHES MINIMUM SEPARATION FROM GLASS SEPARATION REDD. DUE TO WIND LOAD SEPARATION REOD. DUE TO SHUTTER SPAN = H = IN. LARGE MISSILE IMPACT DESIGN LOAD = Pd = PSF FACTOR = K = Pd/100 = IN. FOR SLAT SPANS UPTO SEPARATION READING FROM SPAN D. CURVE = D = IN. I HT8' 2 -112' DEFLECTION AT Pd = 100 = IN. 120' 3' MN. SEPARATION REOD. = K•)+1' = IN. 170' 3-5/8• FOR INSTALLATIONS UPTO 30' OF GRADE USE MAXIMUM OF WIND LOAD OR IMPACT LOAD REQUIREMENTS SHOWN ABOVE FOR INSTAULATIONS ABOVE 30' OF GRADE IGNORE LARGE MISSILE IMPACT REQUIREMENT. ND1Es 140 PART OF 9Wi1FA SHALL If U NIER 30' ABOVE talalE 70 WARE TAROS MOLE BNMT ROXIIRD6 T. GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HUGH VELOCITY HURRICANE ZONE (HVNZ). 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMINUM 0ONSTRUC110N MANUAL' LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY AS SHOWN 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL. SPEC. NO. TTP -845. OR BE GALVANIZED. S. ANCHORS SHAD. BE AS SHOWN ON DETAILS. ANCHOR EMBEDMENT To BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6, ALL BOLTS SHALL BE STAINLESS STEEL, ALUMINUM ALLOY 2024 —T4 OR 7075 —T6, OR PLATED STEEL WING NUTS TO BE OF ZINC ALLOY. 7. DESIGN CRITERIA FOR SLATS: MAX DEFLECTION THE LESSER OF L/30 OR 2'. 8. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 9. A LOAD DURATION INCREASE 114 ALLOWABLE STRESS 15 USED IN DESIGN OF ANCHORS 5 INTO WOOD OILY. m CP m N NISI cri CL �ID o� 0 52 Ld 03 07 mD ID a SLAT PERFORMANCE CHART 40 50 60 70 80 90 100 120 SLAT SPAN - INCHES 140 160 USE SLAT PERFORMANCE CHART 10 VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -02. PRODUCE MARKINQ A LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF UNIT ABOVE LOCK WIN THE FOLLOWING STATEMENT. A & M HURRICANE PROTECTION LLC. HALE" FL ' MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED' Eng.. OR HUMAYO1.01 FAR000 STRUCTURES Fl C.A R N. 3838 Approved to a01w02 916 OM Florido NOM :711141411444%' r6 z 8 vg g 0 0 1 1 drawing no. 07 -13 (sheet 1 of 7 DEFLECTION LIMIT -POSITIVE LOAD SPAN /30 OR 2- -NEGATIVE LOAD SPAN/30 40 50 60 70 80 90 100 120 SLAT SPAN - INCHES 140 160 USE SLAT PERFORMANCE CHART 10 VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -02. PRODUCE MARKINQ A LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF UNIT ABOVE LOCK WIN THE FOLLOWING STATEMENT. A & M HURRICANE PROTECTION LLC. HALE" FL ' MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED' Eng.. OR HUMAYO1.01 FAR000 STRUCTURES Fl C.A R N. 3838 Approved to a01w02 916 OM Florido NOM :711141411444%' r6 z 8 vg g 0 0 1 1 drawing no. 07 -13 (sheet 1 of 7 00& <11, 1 1 m m a O m a a m o 0 1 a V • o (dr. EY• WWII) f DA by: no dote by I"- MAX. 1/4- MAX. TYP. TYP. SLAT SPAN SEE GRAPH <11, 1 1 m m a O m a a m o 0 1 a V • o (dr. EY• WWII) f DA by: no dote by description (AS -500 ADVANCED ALUM ACCORDION SHUTTER) A & M HURRICANE PROTECTION LLC. 1050 E. 15 STREET HIALEAH. FL 33010 TEL (305) 885 -0878 FAX. (305) 882 -0510 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 39174 TEL (308) 2548100 FAX (308) 2826878 ACCORDION 07- 13ANH' BUILT —OUT CONDITION ANCHOR TYPE MMIEVT:':Ti.IIF��t• M= AllUINFaoe ©oo�°e 2 5 3 5 1/8" 2 if 4 X 1/8' 2 x 8 5 1 8' ALUM 1/4- X 1/2' BOLTS W/ NUTS AT 2' FROM ENDS AND 9' 0.C. NYLON BUSHING OPNONAL /5 if 5/18' LO RIVETS AT 2' FROM ENDS AND 8' 0.C. MAX MILIUMINFMCNICIO W.4MCMICIINIMUMMIN MiMIMENICMICINUM V, 1 #14 5 1' 5MS AT 2' FROM ENDS AND 8' 0.C. MAX i AIE .� -1"■Ms : _ ,I b 1' �I .1u 8/8 1/4-2. X 1/2' B0LT5 : .4, W/ NUTS OR 114 SMS/TIXS AT 2' FROM ENDS AND 9' O.C. 17 .10 TL:u NYLON BUSHING OPTIONAL hal=41 Fr-Va ET-A4 M3711 �a;T;r�iilllci� uM7TtI•eo MIUMIONGIIINFM 25 3 X 1/8" 254 X 1/8" 2XM1 BR AU JUN I a 2007 851501 . Pswdnd a i 1 drawing no. 07 -13 (sheet 4 of 7 ANCHORS TYPE A, 0, E OR AT 18' 0.C. MAX. CONC. BLOCK ANCHORS TYPE A. D. E OR 0 IT 12' 0.C. MAX. CONC. X METAL 1 X 1 X 1/8' ixzyvv. ' 2X5X1 /r AS RECD. AT BUILT -OUT COW-PONS ALUM Lye (1YP) FOR MIN. SEPARATION SEE SHEET 1 TYP. SOLIDS 18• DIA. ALUM. LXIGNO ROD INTO 3/8' D4L HOLES AT TOP & BOTTOM TRACKS (CAN BE INSTALLED INSIDE OR OUTSIDE) rf 10 X 1/1 TEXS OR 3/16' POP RIVETS • 18' O.C. END CONDITION AT EUILT —OUT SECTION E —E /10-24 ST.ST. THUMB SCREW OR MACHINE SCREW LOCK HOUSING WITH RS1 -100 ACCORDION SHUTTER LOCK BY SULLIVAN & ASSOCIATES AT 38' FROM BOTTOM 2 X 2 X 1/8' 2 X 3 X 1/8' 2 X 4 X 1/8' 2X6X 1/8' ALUM TUBE (8083 -T8) /10 x 3/4' TEKS 3 /ANGLE FIXED CORNER DETAIL 1 -1/2 x 3 x 1/8' ALUM ANGLE TOP & BOTTOM 2/ *NM 0 E TKX1ILS Ear: DN. HUWAYOUN FAR000 STRIXIURES PIA E i 18667 Appaav'm9 as comply big X614 Phil& • Codc o O' irk e •Yiolrm; raw BP _1 7 0 8' 03 T ZZ= Wel O g w O o m 0 1 drawing no. 07 -13 isheet 5 of 7 1 HEADER CONNECTION TO WOOD TRUSSES FOR SHUTTER HEIGHT OF 64' MAX. DESIGN LOAD = 92 PSF FOR SHUTTER HEIGHT OF 88' MAX DESIGN LOAD = 80 PSF FOR SHUTTER HEIGHT OF 109' MAX. DESIGN LOAD = 71 P87 2 x 3x 1/8• 2 x 4x 1/8� 2 x 5 x 1/8 ALUM. ANGLES _ . i/4• THRU BOLT 8/ WASHER & NUT • —AT 5-1/2' 0.0. FOR LOADS UPTO 52 PSF AT 4-3/4' 0.C. FOR LOADS UPTO 60 PSF �j AT 3-7/8' 0.C. FOR LOADS UPTO 75 PSF AT 3' 0.0. FOR LOADS UPTO 97 PSF ANCHOR SPACING INCHES UMTO � LPTO 60 PSF LPTO 75 Psr M BUT. CONC BLit ALCONC BLK. VICOOMETAL0080 BUT. COUNTER TOP CONDTRON (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. 7NYPEOFI FASTENERS AS PER SCHEDULES W/ 1 -1/2' ION. PENETRATION TO EXISTING WOOD HEADER 2 X 3 X 1/.8; 2 X 4 X 1 2 X 5 X 1 8' ALUM a FASTENERS LES SCHEDU WOOD HEADER REQUIRED M 1• X 4' X 1y8' CONT. ALUM TUBE 8/ (3) 1/4 0 X 4' TAPCONS O1 EACH STUD w/ 2' MIN PENEBNTION INTO EXISTING STUD FASTENERS SEE SCHEDULES SHEET 3 2' X 4' CONT. 8/ (3) 1/4' 0 X 5' TAPCONS 0 EACH STUD w/ r MN PENETRATION INTO ammo STUD FOR SHUTTER HEIGHT OF 84' MAX. DESIGN LOAD = 100 PSF FOR SHUTTER HEIGHT OF 84' MAX. DESIGN LOAD = 98 PSF FOR SHUTTER HEIGHT OF 98' MAX. DESIGN LOAD = 87 PSF FOR SHUTTER HEIGHT OF 98' MAX. DESIGN LOAD = 88 PSF FOR SHUTTER HEIGHT OF tar' MAX. DESIGN LOAD - 77 PSF FOR SHUTTER HEIGHT OF 108' MAX. DESIGN LOAD = 76 PSF FOR SHUTTER HEIGHT OF 120' MAX. DESIGN LOAD = 70 PSF FOR SHUTTER HEIGHT OF 120• MAX. DESIGN LOAD = 69 PSF INSTALLATION DETAIL ON EXISTING WOOD BUCKS sou. our ABOVE DETAILS SHOWS CONNECTION OF 254 BUCK & 184 ALUM TUBE TO WOOD STUDS 7O PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION. FOR INSTALLATION MAILS OF HEADER /SILL TO CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4. .0 3.0 - - - 67 PSF WaOCAETAt E - - 9.0 90 9.0 7.3 - G 8.6 - - 5.7 - - 4.6 - - - 3.5 Aglawnee aB oriPlWlodwLW w Dale 0 .. 7 200 FOAM Meal Akir L•y._ a O pad oil 0 3 e cad Ad drawing no 07 -13 (sheet 6 of 71 ANCHDH CHART 1 3- 6' ANCHOR SPICE 40 50 60 70 85 92 110 130 150 SLAT SPAN - MOMS 40 50 60 70 88 98 110 130 SLAT SPAN - XND S 160 ANCHOR CHART 2 40 6 Se 60 70 80 90 110 138 SLAT SPAN - 130149 150 �'■�.�■...ANCHOR CHART 7 ..11,11. ■1111.... .C...•...... ..,z.,•■..11..11 1111, 11.11.1111..11 ..,,111..1•.•.. ■■IM1.■111•. ■ =. .■.•.1■91.1M.• •■.11•■111MI11MI 1111■11� ■1111■■.■ ............ ..11........11 11•11111111.1111..11 40 58 60 70 80 90 110 130 SLAT SPAN - INCHES FASTENER SPACING IN MASONRY /CONCRETE CHARTS ARE BASED ON TYPICAL EDGE DISTANCE Q 124. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DIST. 124.3" 10d=2 -1/2' 8d =2' 8d =1 -1/2' 54=1 -1/4' FACTOR 1.00 0.86 0.71 0.57 0.50 EXAMPLE FOR 3' EDGE DIST. SPACING - 9' O.C. (FROM CART) FOR 2' EDGE DIST. SPACING = 9 X .71 = 6.4 0.C. TYPICAL EDGE DISTANCE 0 W000 a 3`4' TPICAL END DISTANCE IN WOOD = 1 NO REDUCRON FACTOR IS REQUIRED 150 2 2 MUMEMEM ■M1111■.W IIIMMEMMEMMEME ■'...11....■. ■.M. =11 ■■■11.11 ..L1....■.■. 11.■ ■■11.11.... INIMME..11.... ..■ M.■11.... ►x.11 W..■.11.■ W.. ■ O.■■..■ .■..M11MMINIM. **,: .■ ■ M, ■■1111■■ 11■■MM11..►11.. ■\MNON.....\ .11\.■\\ ■1111.11 MUM Ramis. ANCHOR CHART 3 40 50 60 70 80 90 110 130 SLAT SPAN - DOHS 3 40 150 ANCHOR CHART 8 9' ANCNOI SPACE 50 60 70 80 98 110 130 SLAT SPAN - DOES 150 ANCHOR CHART 4 IL ILL ingaral MEW ■. ■.1■ 1111 ■. ■__ 2 40 60 60 70 00 90 110 130 160 SLAT SPAN - 2015.8 m ANCHDR CHART 5 1111111111111.1 _ k0 Ui!IIllhIII R11111111 ,ITIN ■■■■ 111111111111 .►11.11111 11... .11■1111►11•11M.■. p..011.■11.11■.. .•1113111.►■11■.911 2 11.■��. ■�a..� ..■.IMaa 5. 40 50 60 70 80 90 110 132 160 BAT SPAN - DOM 1 -3/4' EMBEDMENT INTO 3000 PSI CONC. 1 -1/4' EMBEDMENT INTO C-90 BLOCK ANCHOR® = t/4' RAWL CALK -IN TOTAL ANCHOR BODY INTO 3000 PSI CONC. OR C -90 BLOCK ANCHOR® = 1/4' 012. TAPCONS 1 -1/2' MIN PENETRATKIN 1M0 WO0D(S.G..0.55) A4NCHOR® = 1/4' 01A. KNOE -FLEE SELF DRILLING Sc S INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8' MIN. THICK.) NOTE ANCHORS EMBEDMENT SHOWN 1S BEYOND WALL & FLOOR COVERINGS (STUCCO. TILES, ETC.) USE CHARTS 1 THRU 8 TO VERIFY ANCHOR REQUIREMENTS AND STRESS LIMITATIONS OF LOAD/SPAN C0M81NAT2ONS FOR HEADER AND SILL. EAgr: OR. ANAYOUN FAR000 6TR STRICTURES Fl CA�N. ]538 (D' re a v re 4 a. Wc2 � W 4L a ^= 6 .o k drawing no. t 07 -13 (sheet 7 of 7