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WS-09-445Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: April 09, 2009 Inspector: Bruhn, Norman Owner: HUNTINGTON, ANDREW Job Address: 253 NE 100 Street Miami Shores, FL Project: <NONE> Contractor: TIKI ALUMINUM PRODUCTS INC Permit Type: Windows/Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number rcel Number 1132060134680 Phone: (954)463 -8441 Building Department Comments Inspector Comments Passed .04 Failed /717 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 08, 2009 Page 9 of 42 Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 200 1 Permit Type (circle): Roofing pennitNo. \M D9 -44S Master Permit No. Owner's Name (Fee Simple Tit1eho1der A AI a 6E10 HIJAM ON Phone # 3 05. 757-1.4013 Owner's Address :,2,53 N , 1 C' 0 5 t City TIVA M 5 State Pi—. Tenant/Lessee Name zip 3.3 13 - ,A 4 Phone # Job Address (where the work is being done) *2.53 ALE. 100 61", City Miami Shores Village County Miami-Dade Zip FOLIO / PARCEL # -3 - 0 46, S.'0 Is Building Historically Designated YES NO e Contractor's Company Name 77X )4 fl Lo ,n 0 n7 1:209 cl Contractor's Address 9cl 0 II), Vt.1 13 7. City_ Fi. LA (LIE ,scln.L E State P1-- Qualifier Name -r-h 0 On /LS Pr. -tE Phone # 64-1& -8441 Zip 333 / / Phone # A9f - 3 ° R441 ) State Certificate or Registration No. G C 03! 1 71 Certificate of Competency No. Architect/Engineer's Name Of applicable)TA o nil. /V ;TO in i4stt, Phone # 254 Value of Work For this Permit $ 1) 4:00 °O Square / Linear Footage Of Work: 8 ti Type of Work: 0Addition 0Alteration Ef\Tew Describe Work: CCOgd /0 ShIj-Er 0 Repair/Replace 0 Demolition Submittal Fee $ Permit Fee $ /.Zs • Notary $ Training/Education Fee $ 0 -40 Scanning $ 941P Radon $ Bond $ Code Enforcement $ CCF f ter ) Technology Fee $ DPBR $ Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) IV/ A - Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) /WA Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work. nd: ,iztstaf.atitous as'Eindicated. I certify that no woror 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 inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, • the inspection will not be approved and a reinspection fee will be charged. ' Signature Signature or Agent The foregoing instrument was acknowledged before me this A 0 day of laigiRPIL 20 by wdREto )1I)nr +1 who is personally known to me or who has produced As idol iij iti uu and wliu did lake au oath. ""tt: CAROL L. BOWES NOTARY PUBLIC: • MY COMMISSION # DD782865 EXPIRES February 27, 2012 FlortdeNota Service.com Sign: Print: O_/j.4 b L., L. s / O t; My Commission Expires: Contractor The foregoing instrument was acknowledged before me this I q day of m,4Re h ,2009,by1'hor, PFis1ER, who is personally known to me or who has produced as identification and who did take an oath NOTARY PUB Sign: Print CA R o L 1, o u2E s CAROL L. BOWES MY COMMISSION # 00782855 PIRES February 27, 2012 Servlce.c orn My Commission Expires: 7 - O / L. APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning Invoice Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 'Return to: Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Bill To ANDREW HUNTINGTON 253 NE 100 ST MIAMI SHORES, FL 33138 -2418 Date Fee Name 03/20/2009 Technology Fee 03/20/2009 Permit Fee 03/20/2009 Submittal Fee Invoice Number: WS -3 -09 -34308 Invoice Date: March 20, 2009 Permit Number: WS -3 -09-445 Bond Number: Comments: Fee Type Percentage Adjustable Fixed Fee Amount $2.75 $110.00 $50.00 Total Fees Due: $162.75 Payments Date Pay Type 03/20/2009 Check Check Number Amount Paid 21445 $162.75 Change $0.00 Total Paid: $162.75 Total Due: $0.00 Tuesday, March 31, 2009 • • ••• • • • ••• •• •• • • • •• •• • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• ryan whitewater (46).max 1 ) — rhis property described as: Lots 18 and 19, Block 34, AN AMENDED PLAT OF MIAMI SHORES NO. 1, according to the Plat thereof, as recorded in Plat Book 104 Page 70 of teh Public Records of Dade County, Florida.. Note: Underground encroachments utilities, if any, not located. ownership by visual means only, ownership not determined. and Fence Iegal Certified To: Gulfetream Title Company, Huntington, Andrew L. and Claudia and Prudential Horne Mortgage Company, its successors and/or assigns. PROPERTY OF Huntington, Andrew L. and C1. Net valf44 w(ti SORCOT'S A BOUNDARY w.,114., On*, tt,a, ,pp.? tromt hrteun ,n., n •hr rwor•rnum t, 141444 1,101,td#0+, 40 60.1ti tr. ih ()limo.) tit t 04,44.4vrwt, hn,. irtve.pri Utu.oriff,a,,,,, 4 ror/4., le414,4444, 41 14'44" voif lia stwive m(v. erq e,. v frn . r4zteniegor, • . OA • AN, the • •trrtio ti INN tow; te.4.411 NI, _4321 nn tuvvoi f FLOOD ZONE: X FLOOD /NFORMATTON: o6474L7WrEi145,77120652 Panel No.: 93 Suffix: .7 nate of F.I.R.M.t 3-2-94 Base Elevation: Not Available LA Ware5X Firkirkai . ttvritNtIRS • LeS.Ni) SURVP(010 • IAN() PIANINIRS 01)4 r atldwr$6 )5i 4054tat enor (Os 1,14, lof tja II; 141 adtire8s:. 11t)! 5611;1. 1iiI4ino, 111)/141.) 1;1%6 (305) 606.7 (305)523-8663 ryan whitewater (45).max IWK) FLORIDA BUILDING CODE 2004 DESIGN WIND LOADS FOR CORQN 'E4ITS. & 4ADDING WALLS AND VERTICAL pOE FI Cp, BUILDINGS WITH A MEAN ROOF HEIGHT 60 FEET BASIC WIND SPEED = 140 MPH - EXP9Si. RE'e: 1!t(c116,8t': GENERAL NOTES; THESE WIND LOADS ARE FOR USE ON GENERAL RESIDENTIAL &. COMMERCIAL CONSTRUCTION AND ARE NOT APPUCABLE TO ESSENTIAL FACIUTIES OR PLACES OF ASSEMBLY. 2. TABULATED DESIGN WIND LOADS ARE BASED ON CHAPTER 6 OF ASCE 7 -02 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. THE FOLLOWING DESIGN CRITERIA ARE USED: A. PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET. B. EXPOSURE CATEGORY, AS NOTED. D. AN IMPORTANCE FACTOR SECOND GUST) CATEGORY DII STRUCTURES. NOT VALID FOR ASSEMBLY OCCUPANCIES OR ESSENTIAL FACILITIES. E. ANY EFFECTIVE WIND AREA IS ACCEPTABLE. F. ANY ROOF SLOPES. G. ENCLOSURE CLASSIFICATION: GCPI = ±0.55: FOR USE ON ALL BUILDINGS UNLESS THE ENCLOSURE CLASSIFICATION IS DETERMINED TO BE AN "ENCLOSED BUILDING" BY THE BUILDING OFFICIAL, ARCHITECT, OR ENGINEER. GCPI = ±0.16: FOR USE ON "ENCLOSED BUILDINGS" ONLY. IMPACT RESISTANCE IS REQUIRED FOR ALL GLAZED OPENINGS AND THE BUILDING IS DETERMINED TO BE AN "ENCLOSED BUILDING" BY THE BUILDING FACONONIN[ER. H. DIRECTIONAALIY FACTOR, ARCHITECT, I. TOPOGRAPHIC FACTOR, Kzt = 1.0 FOR FLAT TERRAIN. NOT APPLICABLE FOR HILLY TERRAIN. 3. POSITIVE AND NEGATIVE DESIGN LOADS FOR EXTERIOR WALLS ARE BASED UPON THE MEAN ROOF HEIGHT OF THE BUILDING OR STRUCTURE. 4. DESIGN LOADS ARE BASED ON THE EXPOSURE NOTED AND ARE NOT VAUD.FOR OTHER EXPOSURES. EXPOSURE CATEGORY SHALL BE AS DETERMINED BY THE BUILDING OFFICIAL OR A SITE SPECIFIC EVALUATION BY AN ARCHITECT OR ENGINEER. 5. LINEAR INTERPOLATION MAY BE USED FOR ALL VALUES BETWEEN TABULATED ELEVATIONS. 6. THESE SCHEDULES REPRESENT AN ACCURATE CALCULATION OF WIND LOADS IN ACCORDANCE WITH THE GENERAL NOTES. 7. THIS SCHEDULE SHALL NOT BE MARKED UP OR MODIFIED. 8. ORE THESE IH USE IS APPROPRIATE FOR A SPECIFIC SITE. 9. THIS DRAWING SHALL NOT BE USED FOR PERMIT WITHOUT ORIGINAL SIGNATURE, DATE AND EMBOSSED SEAL EAVE HEIGHT (E) -- Thornton•Tornasetti Group 330 N. Andrews Ave., Suite 450 • Ft. Lauderdale, FL 33301 Tel. (954) 322 -3690 • Fax (954) 522- 3691 . COA d 7519 Webslte: www.TheTTGroup.com Copyright 0 2006 Thornton- Tomasetti Group, Inc. 14/6(fiUMTI SIGN WIrn5 LOADS (PSF) ••.S • . •• ••• ••- •, :. :GGgli = o..5 (See Note 2G) MEA jQ OVF: HEIGHT FT. • •PO IT1VI; • . ZONE .0E1 GATIVE ZONE 4 NEGATIVE ZONE (5) -70.6 -75.0 >0 -15 -'--' -59.: -63.5 >15-20 59.6 >20 -25 62.5 -66.5 -78.6 >25 -30 65.0 -69.1 -81.7 >30 -40 69.0 -73.5 -86.8 >40 -50 72.3 -77.0 -91.0 >50 -60 75.2 -80.0 -94.5 GCpi =±0.18 (See Note 2G) MEAN ROOF HEIGHT (FT.) POSITIVE ZONE (4) & (5) NEGATIVE ZONE (4) NEGATIVE ZONE (5) >0 -15 42.7 -46.4 -57.2 >15-20 45.4 -49.3 -60.8 >20 -25 47.6 -51.6 -63.7 >25 -30 49.5 -53.6 -66.2 >30 -40 52.5 -57.0 -70.3 >40 -50 55.1 -59.7 -73.7 >50 -60 57.2 -62.1 -76.6 HEIGHT (PFQR ONE PERMIT ONLl��.zv. x��Zev, YAllp ONLY WITH OIt101NAL h= MEAN ROOF HEIGHT = (E+P)/2 a= END ZONE : 10% OF MIN. BUILDING WIDTH OR 40% OF MEAN ROOF HEIGHT (h), WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FEET. BUILDINGS S 60 FT. FLORIDA BUILDING CODE 2004 COMPONENTS & CLADDING EXPOSURE "C" 140 M.P.H., Kd =0.85 • P101e0l0lel En910ee FL lkense No PE 004' ue s 3 20 no date by description 10/13/04 vm • 1 ;/19/04 vm • 01/13/06 Jw, fENERAL REVISION GENERAL. REVISION NOOIftE0 OCPI OPTIONS drawn by MCJJ (dew" by (checked by "0 02 -278 )WK ( sheet 1 of BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Co., Inc. 6865 NW 36th Ave. Miami, FL 33147 • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • t • • • • • • • • '• • ••• MIAMI -DADE COUNTY, FLORIDA Mh MO -DADE FLAGLER BUILDING ••• • • • • • • • i • • • •I4IVMT liOlLiR.%7 ET, SUITE 1603 ' - • • •. • • • *MUM! Fi,�7RIDA 33130 -1563 • (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov • • • • • - • • • • • •• • • • •• • • •• • • ••• •• •. • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " HT -100 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 06 -341, titled " HT -100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton - Tomasetti Group, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", 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 # 06- 0328.01 and consists of this page 1, evidence submitted pages E -1, E -2, E -3, & E-4 as well as approval' document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. yv ". 0 Act/2-007 NOA No. 07- 0822.01 Expiration Date: 01/13/2013 Approval Date: 10/29/2007 Page 1 Hurst Awning Co., Inc. • • ••• • • • ••• • •• .• • • • • •• • • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ••••••• •••• NOTICE OF ACCEPTANCE: EVIDF IGEIUBMITFED .•, ••• 1. EVIDENCE SUBMITTED UNDER PREVIOUS'APPROVAL #'99- 0826.0'2 . A. DRAWINGS 1. Drawing prepared by Knezevich & Associates. a, :Title? •"1.-:17147 Accordion Shutter," Drawing No. 99 -802, dated July 23, 1998, fedis=o4 Itdd` dated Ju4e 10, 1999, sheets 1 through 6 of 6, signed and sealed by V..I • Knezevich, AP. • • • • • B. TESTS 1. • See Association's generic approval under 99 -0036. C. CALCULATIONS 1. See Association's generic approval under 99 -0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 99 -0036. E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated August 3; 1999, certifying this product to meet the criteria of product tested and approved, and allowing Hurst Awning Company Inc., to use the test results approved under Dade County Approval No. 99 -0036, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Hurst Awning Company, Inc., dated August 3, 1999, signed by Mr. Frank S. Cornelius. 3. Letter by Knezevich & Associates, Inc., dated August 10, 1999, .certifying that the drawing (No. 99 -802) prepared for Hurst Awning Company, Inc., signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. 96 -168). 4. Acceptance letter issued to Mr. Frank S. Cornelius on September 21, 1999 and returned signed by Mr. Frank S. Cornelius on September 21, .1999, indicating to • please issue the proposed Notice of Acceptance as submitted and reviewed. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 1110.01 • A. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 99 -0036. C. CALCULATIONS 1. See Association's generic approval under 99 -0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 99 -0036. E -1 my A. Makar,.P.E., M.S. Product Control Examiner NOA No. 07- 0822.01 Expiration Date: 01/13/2013 Approval Date: 10/29/2007 Hurst Awning Co., Inc. • • •.• • .. • ••. • • •• • • • • • • • • .• • • • • • • • • • • • • • •• • • • • • • • • • • • • ••••••• • •••• NOTICE OF ACCEPTANCE: EVIDF I£E•SUBMIT PED , • • ,0• • • • • • • • • • • .•••• E. STATEMENTS • • • • • ' • • ' • • • 1. Acceptance letter issued to Mr. Frank S. Cornelius on December 7, 1999 and returned signed by Mr. Frank S. Cornelius on Jariva y ? 1 :1000) iqcatfhtg to please issue the proposed Notice of Acceptance as submitt$d a404441 Ecl; : • 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0315.09 A. DRAWINGS . See NOA 02- 0315.09 (General Notes) B. TESTS See NOA 99- 1110.01 C. CALCULATIONS See NOA 99- 1110.01 D. MATERIAL CERTIFICATIONS See'NOA 99- 1110.01 E. STATEMENTS See NOA 99- 1110.01 • F. OTHER See NOA 99- 1110.01 4: EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 1227.02 A. DRAWINGS 1. Drawing No. 02 -643, titled "HT100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by V.J. Knezevich, P.E., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V. J. Knezevich, P.L B. TESTS 1. See Association's generic approval under 02 -0799. C. CALCULATIONS 1. See Association's generic approval under 02 -0799. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 02 -0799. • E -2 4 elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0822.01 Expiration Date: 01/13/2013 Approval Date: •10/29/2007 Hurst Awning Co., Inc. • • ••• • • • ••• • .•.• • • .••.• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVID1rN.CLti SUBJ1 T .ED • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • •• E. STATEMENTS 1. Letter by Knezevich & Associates, Inc., dated Dieenbcr- I A 2{002,. certifying that the drawing (No. 02 -643) prepared for Hurst Awning:9.4* n , 7 .,:Sign &d and sealed by Mr. V. J. Knezevich, P.E., is engineering toise•idenl'ica; tb •lift- TECh's generic drawing (No. 02 -458). 2. Acceptance letter issued to Mr. Frank S. Cornelius on January 14, 2003 and returned signed by Mr. Frank S. Cornelius on January 15, 2003, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 5.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0328.01 A. DRAWINGS • 1. Drawing No. 06 -341, titled " HT -100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton - Tomasetti Group, dated Septenber44, 2005, last revision #0 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated March 14, 2006, certifying this product to meet the criteria of product tested and approved, and allowing Hurst Awning Co., Inc. to use the test results approved under Miami Dade County Approval No.05 -0321, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Hurst Awning Co., Inc, dated March 21, 2006, signed by Frank Cornelius. 3. Letter by Thornton - Tomasetti Group, dated March 14, 2006, certifying that the drawing (No. 06 -341) prepared for Hurst Awning Co., Inc , signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No.05 -509). E -3 N my A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0822.01 Expiration Date: 01/13/2013 Approval Date: 10/29/2007 Hurst Awning Co., Inc. • • ••• • • • ••• ••.• • •• • • • •• • • • • • • • 0 • • • • • • ••• • • • • • • • • • • • • • w•• • • • • ••• NOTICE OF ACCEPTANCE: EVIDENCE•StJBM1 EJ • • • • • • • • •• • • • • • • • � • • • • • • • • • • •• • • • • • • • • w • • • • • ••• • • •• 6. NEW EVIDENCE SUBMITTED A. DRAWINGS • • • • • • • • • • • • • • ••••••• • 1. None. • ••• • '• • • ••• • • .• • • •• • • • • • ••• •• B. TESTS 1. See Association's generic . approval under 05 -0321. C. CALCULATIONS 1. . See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. 13y Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Acceptance letter issued to Mr. Frank S. Cornelius on October 28, 2007 and returned signed by Mr. Frank S. Cornelius on October 29, 2007, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. E -4 y A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0822.01 Expiration Date: 01/13/2013 Approval Date: 10/29/2007 design b1. 1 .t- 0 m 0 MCan to 03/14/2006 11: 54: 04am Print Information: 2.420" 048" • • ••• •• .• • • • • • • • • • • • • • ••• .04 3.840" MAX. .125" 1.B40" 1.875" TYPO 2) 483" in 2 2.420" .945" 1.685" • • • ••. • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• ••• • • ••065• • • • • • TYP• • 0 O • • • 1„533" • • • • •• • .055 • • •' • • • t1 = .055" t2 = .076" 0 N °• i*-t 3 HEADER -CLG. QMOUNTED 1 SCALE: HALF SIZE HEADER -WALL MOUNTED 2 SCALE: HALF SIZE PRODUCT compliftg witla gat MRS Cage Eats! t O Jk Z ..• ./ fowl; Olgtait GENERAL NOTES; 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE, 2004. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004 A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. • 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM: 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR- VERIFIES THAT THE EXISTING STRUCTURE DOES . NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. . 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID 0 THE APPROVAL DOCUMENTS. 0 O 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE N BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: - A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: HURST AWNING COMPANY, INC. MIAMI, FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. Co 12. ALL SCREWS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, In OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS TO BE 3/16 "0, 5052 ALUM. ALLOY. U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE, PATENT No. 5,755.270. 4 .052" 5° 4.078" 4.534" OTYP. SLATS SCALE: HALF SIZE t1 = .055" t2 = .076" t3 = .125" .326" 184 ' 050" .025 (TYP.) 1.250" 1 ®90. END SLAT SCALE: HALF SIZE 1.250" 1.933• "• .. • .985" .055" .500" .250" 3.283" .050' ®BUILD*OUT WALL HEADER SCALE: HALF SIZE 2.775" 2.586" O SILL -WALL MOU SCALE: HALF SIZE ®ADJ. SILL TOP SCALE: HALF SIZE ADJ. SILL -BOT. ALTERNATIVE SCALE: HALF SIZE CDAD.I.SHLL -BOE• O FLAT END SLAT SCALE: HALF SIZE 2.984" 2,4-9 " 3.245" 3.465" 3.049" 3.267" 0 N :ter - Tbr 0"ID 0" b.b. o N 1181" I8bN .248 m 0 0+ N 1.039" 6 .060' -•• 190" .060" .060 60 0` %860" u: 0 4 tn 4 .060' 1.039" .080 .250" .949" .949' 0 '.0 0 .095 .942" 1.391" 1.891" 101" 1.391" SCALE: HALF SIZE SCALE: HALF 1.891" OCENTER MATE 1 (W/ LOCKING ROD) 9a. SCALE: HALF SIZE O CENTER MATE 2 (w/LOaaNG ROD) SCALE: HALF SIZE u 0 0 d, a 0 0 0 1- t- '0 0 O N L 1 0. 0 v • V J Knezevich Professional EnYneer U ease No :; 000983 2" MIN. -5' MAX., ANGLE SCALE: HALF SIZE 2.373" (.158" 4 SI STAINLE!S STEEL 1l` ASSEMBLY .320 "0 HOLE �� NYLON WHEE i t R1V, TED IN 058" v PLACE .251" 1.100" TfP. AT EVERY OTHER INSIDE JOINT AT TOP. fl12 ROLLER ASSEMBLY SCALE: HALF SIZE 4 0" 7 15" Lr._ �J I I I I I I I I ,I I .485" 2006 15" 1 I 1 �I Ir t 11 I I M230" .230" MAX.. 1300 MAX. TOP BOTTOM -" .. CARRIER BUSHINGS ®INSERT SCALE: FULL SIZE SCALE: HALF SIZE �472" I.D. - . 612" O.D. t t J - /t2 jb0'0'1. ::n u0if .211' 4141011 1.350" 4500" I t1 =.0.0 5756' ' t2 ®LOcKING ARM SCALE: HALF SIZE .435" R .135" R PRODUCT REVISED R3 complying wife` ice Fes: $a BaMiag Code Ac eptta'lce Expiration #mac A 4 2 00 • 0 m° a(0 0 0 4 (OPTIONAL) OLOCKS ING CLIP 1 SCALE: HALF SIZE t = .200" WALKOVER SILL LOCKING ARM ALIGNMENT INSIDE HANDLE 0 FLOOR MOUNTED BUSHING (NYLON) SHIM (NYLON) 1 C .SCALE: HALF SIZE 1 % SCALE: HALF SIZE 18 SCALE: HALF SIZE 0� 0,^ 1 O m O b • O O 0 Vf a1e 09/14/2005 +Di'AI"i'3$ [KaleAS NOTED, ldra-n by MCR d:erked-by YIK do•Any m. 06 -341 sheet 1 of 7 Print Information: VARIES - NO LIMIT SECTIO 0 U) N OP TRACK PLAN VIEW BOTTOM TRACK — ALT. LOCATION OF LOCKING MECHANISM AT SIDE J — LOCKING MEC NISM CAN BE @ 18' ABOVE OR BELOW 'ENTER (SEE GE -"'"AL NOTE 10) TYPICAL ELEVAT1O .T.S. - FASTENER (off 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTAB ANCHOR). • MIN. SHUTTER SEPARATION FROM GLAS_ (STANCE TO BE EASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. USED WRN PIECES Aso 1�0 LOCKING PIN SCALE: 1 -1/2" = 1' -0" -SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. NYLON : ANDLE• •• • • • • • • • • • •••• • • • • • •••.• • • • • • • • • (DOES Nat cE• • •� • • • 4116 • CARRIER BUSHING 12 7/16" 0.D. 0.63" LONG NYLON • I2 BUSHING_ 1 1 i It o VI SMS. MANUFACTURED SINGLE ARV • ••• • • tor/ X #'410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON OPTIONAL CLOSER HANDLE STEEL G &X.460 05 x .050" THICK 300 FLUOROCARBON N.T.S. •• • • • •• ••SERIES STAINLESS STEEL WASHER • • • • • • • (1-16P. TOP & BOTTOM) - SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. . FASTENER (83 24" 0. (SEE ANCHOR SCHEDU FOR ANY ACCEPTABLE ANCHOR). 2" MIN: . • ••• • •- • • •• •• N A N €1 flL£ • I :• 0• • .KAN w I lib (DOES NOT REPIACE SINGLE ARM 1000 OPTIONAL CLOSER HANDLE N.T.S. ASTENER @ 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 3/8" 0.D. x 0.90" LONG NYLON _BOTTOM BUSHING 0 #10 x 3" SMS. MANUFACTURED • FROM #410HT STAINLESS STEEL. W/ XYLAN 5200 FLUOROCARBON COATING & .460"0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. FASTENER (81 24" O.C. (SEE ANCHOR SCHEDULE 2" MIN. FOR ANY ACCEPTABLE ANCHOR). 0 (TYP.) 0 (TYP.) 6 -1/2" SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER TYPICAL PLAN VIEW SCALE 3" = T -0" 3/4" MIN. EE FASTENER SCHEDUI7,E/r1,1 -1/2" MAX. OPTIONAL JOINT BETWEEN DRILL 5/8 " "0 HOLE FROM BOTTOM OF EXTRUSION O4 REMOVABLE AND FIXED SILL BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) 1 "x1"x1/8" ALUM. ANGLE W/ 3/16 "O POP RIVETS © 6" 0.C. PLAN VIEW SSEmBLY PTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION S REMOVABLE FLOOR TRACK DETAIL SCALE : 3'•= 1'- 0" 0 (TYP.) 0 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = 1' -0" • _ 3/4 " MIN. A 2" " MX. PLAN VIEW 1 "x1 "x1/8" 3/16 "0 POP OPTIONAL PLAN VIEW . SCALE: 3" = 1• -0" LY PTIONAL LOCATION C5 CONNECTION ME REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING XISTING STRUCTURE JOINT BETWEEN REMOVABLE AND FIXED SILL SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3"= 1'- 0" PRODUCT IENEVIZO + � �aettpil tzwith the neap o) * 17'6'.111 Eztt ; -.4 • 073 PEOD CT REViSTO ES ezesply ng wait it the Noig a 32 Actepmet Er i D^z et • ad BY iP-S2 Da Divtsi s W cc 1— 0 Ea cc 0 0 0 0 V J Knezevich Pm essional Engineer. FL License No.:: • .10983 tt: 2006 Bum mum date scale AS NOTED 09/14/2005 drawn by MCR check by VIK [design by VIK drawi+g o. 06 -3n41 sheet 2 of 7 _______ , 101111 , "_ .. swim - -- az _ ,., PLAN VIEW 1 "x1 "x1/8" 3/16 "0 POP OPTIONAL PLAN VIEW . SCALE: 3" = 1• -0" LY PTIONAL LOCATION C5 CONNECTION ME REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING XISTING STRUCTURE JOINT BETWEEN REMOVABLE AND FIXED SILL SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3"= 1'- 0" PRODUCT IENEVIZO + � �aettpil tzwith the neap o) * 17'6'.111 Eztt ; -.4 • 073 PEOD CT REViSTO ES ezesply ng wait it the Noig a 32 Actepmet Er i D^z et • ad BY iP-S2 Da Divtsi s W cc 1— 0 Ea cc 0 0 0 0 V J Knezevich Pm essional Engineer. FL License No.:: • .10983 tt: 2006 Bum mum date scale AS NOTED 09/14/2005 drawn by MCR check by VIK [design by VIK drawi+g o. 06 -3n41 sheet 2 of 7 (drawn MCRI sheet 3of71 t) 0 0 0 0 0 c 0 0 v 0 ri 0 r) a 0 j * c0 F-• to .0_ r 0 V ciations \HI- \FL1 \KA \CA00 \As 0 E c 0` EXISTING CONCRETE, MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ROLLER ASSEMBLY 12 1/2" TYP. EVERY OTHER F 1/4" MAX EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EO. 0. EXISTING CONCRETE, MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. clZ CONT. - FOR LARGER SPANS • ••• • • E TWO 2" x 5" AL. ANGLE %. •• • • • •• (SEE.SCHEDULE 1 TYPE C) • • • • • • • • -CS COr NETT(Qre'1' 'E FIFE V 1I 6 A4NEHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SPACING 1/4 -20 NI CMSI1� 801.1' /•• L01 /_ _TY",,_ _ UT ((��;12�O.GTTYP., 4P • -1/4" • w Ul .....' MAX. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TABLE 2 SEE TABLE 2 GLASS OR DOOR /16 "O POP RIVET R #12 TEK SCREW @ 6" O.C. (TYP.) 1/4" MAX 8`O ASSEMBLY 1 "x1 "x1/8" ALUM. ANGLE W/ 3/16"0 POP RIVETS @ 6" O.0 1/4" MAX. Zw QJ wNQ V1 . Zow qJD X In Q X= EL. • • • • EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM EDGE DIST- SEE TABLE 2 OR DOOR •• E • rte.• • • • • • 1/2" 1/4" MAX- •• • • • Z •� • • N ••i! • OF- O 1 3 -3/4" MAA. O '0 xvi X Zu EN • • ■ -■ 03/16 "m POP RIVET @ 6" O.C. (TYP.) 1/4" MAX. to p _ �- y -��_; • PTIONAL FASTENER 11.10 LOCATION IN LIEU OF ANGLE ,ANI`` . SUPPORT - STAGGER ` ANCHOR 1/4" OFF CENTER � C5 CONNECTION TYPE I • REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING }SI C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. G CONCRETE, MA OR WO•• • . SEE ANCHOR SCHEDULE, TYP. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 0 CONT. 0 CONT. 1/2" ®CEIUNG/INSIDE MOUNT SECTION SCALE: 3" = 1' -0" •• • OR —1/4" MAX. TOP & BOTTOM C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING IQ CONT. - FOR LARGER SPANS (SEE SCHEDULE 1 TYPE C) 5/8" MAX. QBUILD -OUT MOUNT SECTION SCALE: 3 = 1 0 E TWO 2" x 5" AL. ANGLES EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER C1 CONNECTION TYPE @ 24" MAX. O.C. REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL 1/4 -20 MACHINE BOLT W/ NUT @ 12" O.C. (TYP., TOP & BOTTOM) 1/2" 0 CONT. OR DOOR 1/2" ROLLER ASSEMBLY PINE w F YP. EVERY OTHER _ wp TWO 1/4 -20 MACHINE BOLTS W/ NUT OR *14 TEK SCREW @ 12" O.C. (TYP., TOP & BOTTOM) SEE TABLE 2 1 3" TYP. TOP & BOTTOM 1/4" MAX- 1/4" MAX. - z a 0: w F- F- D N X E 9- 3/16" MAX. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 1/2" u CONT. EMBED. 1/4" MAX. - 1/2 11 CONT. 0 CONT. 5/8" MAX. NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. ®BUIID_OUT MOUNT SECTION SCALE: 3" = 1' -0" w 0 0 w 1/2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. 1/4" MAX. OBUILF D -OUT MOUNT SECTION SCALE: 3" = 1' -0" 1 -1/2' -1/2' SS w~ 0 w cc ui Iz =w 1/2' MAX— #14 SMS Cad 24" 0.C. MAX. IN BETWEEN TRUSSES SEE TABLE 2 EMBED. w 0 0 1/4" MAX.— C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING 5/8" MAX. ®BUIID_OUT MOUNT SECTION SCALE: 3" = 1' -0" 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "4+ WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, 24" 0.C. MAX. • WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS —1/4" MAX. z Q'-- 0-w 0_ V0J cc >( w 0~ F- JJ <D Qw X Eu <wN Zw 1/4" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. Nemo' RENEWED as eeets1.0 . tIH Y && lkztti3 Winn Ct. p �7 o I�fd:s:'fF: C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING WOOD SOFFIT/ OFLOOR MOUNT SECTION G SCALE: 3" = • 3 •a .L lC 8s REVISE prjailg ;'06 032,8 01 '` ate5:e,Dal eV1? ?op$ By faivisicas u 0. 0 2 0 a 11- c c E 0 w 0 0 N c 0, 0, 0 v u 0 u D U W H m 0 W U J 0 0 1- cgage 09/14/2005 isuleAS NOTED design 2:1: ViK [checked by VIK eiawing no. 06 -341 a" 09/14/20051 co 0 •0 0 ,n co 0 0 0 0 0 c 0 0 Print Information: EXISTING STRUCTURE TWO 3/8"0 POWERS CALK -IN p 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE 5/8" MAX. 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE I- DETAILS THREE -1/4"0 THRU BOLTS 1" MIN ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) °o 1/4 -20 S.S. MACHINE SCREW & NUT (off 12" O.C. USE THRU BOLT OR ACCESS BOLE AS SHOWN IN DETAIL —1/4" MAX. DRILL 7/16"0 HOLE DRILL 5/16 "0 HOLE 1.13" ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2" x 5" 5' -0" 9' -5" Tw = .125" 8' -0" 8' -1" Tf = .125" 10• -0" 7' -6" 2" x 8" S' -0" 14' -0" 8' -0" 11' -6" Tw = .072" Tf = .224" 10' -0" 10' -4" 2" x 9" 5. -0" 1S' -5" • Tw = .072" 8' -0" 12' -5" Tf = .224" 10' -0" 11' -2" 3.75" ANGLE DETAIL USING CALK-IN ANCHOR SCALE : 3 "= 1'- 0" DRILL 5/16 "0 HOLE 100" (MAX. DESIGN LOAD *72 PSF) ®Top SUPPORT BEAM DETAIL SCALE: 3 "• = 1' -0" NOTE: 1. USE BEAIM,SCHEAULE FOR DETAILS (b) AND J . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM CL OF SUPPORT TO fL OF SUPPORT. TWO 3/8 "0 POWERS CALK -IN p 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE ( EMBEDMENT O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE STRUCTURE • Z .3`Li a a Ep~•pw w aww�3 w w mutnIo > >M�'Xa O • a'"~Ma X �DocVal M o ANN w 3/16 "0 POP RIVET OR #12 TEK SCREW © 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT (01 12" O.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF. BEAM OR USE THRU BOLT AS SHOWN IN DETAIL 3.00" 3.00" 3.00" 1.00" 81,46,Ste - �• :.: :•�•: •: • • • �;. $EP tD Co 11 z a PLYWOOD AND STUCCO FINISH 5/8" MAX. ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE : 3 "= V- 0" R DOOR SEE TABLE 2 2" " x 1/4" 606x3 -T36 ALUM. ANGLE THREE -1/4"0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD * 72 PSF) OBOTTOM SUPPORT BEAM DETAIL SCALE: 3" = 1' -0" PLYWOOD AND STUCCO FINISH 5/8" MAX. 1/2" MAX. SHUTTER 1/4" MAX. I1/2" 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" 0.C. PROVIDE 1 "0 ACCESS HOLE BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW [al 24" O.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1 "x3 "x1 /8 "OR 1 "x4 "x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD' 72 PSF) GL O1 WALL MOUNT SECTION -. USING ALUM. TUBE SCALE: 3" = 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. a. a. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TABLE 2 OR DSOOR 3/16 "0 POP RIVET OR #12 TEK SCREW @ 6" 0.C. (TYP.) & 5� ASSEMBLY C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" MAX. OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OCEIUNG/INSIDE MOUNT SECTION I"' FOR WOOD PLATE USE 1/4 "0 S.S. LAG SCREW W/ 1 -3/4" SCALE: 3" = 1' -0" 3/16"0 POP RIVET @ 6" 0.C. (TYP.) 1/4" MAX. DGE PENETRATION INTO WOOD PLATE @ 12" 0.C. TWO 1/4 "0 S.S. LAG SCREW 24" 0.C. MAX. W/ 1 -3/4 ". PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD *72 PSF) OWALLK MOUNT SECTION - USING 2 x 6" P.T. WOOD PLATE SCALE: 3" = 1' -0" losasuct maim II • e1 t:1 Bg Cede. frater-gamv, R, o - :-08ZZ 01 •.. 1 3013 iii: tT.•i� P CD )CTPVVESED addIng Ceti* Amp. tsiest ; z* DRea o Ithisloa CotztroS Vj Knezevich Professional Engineer FL License No.: 0983 0 0 A 0 4 S Z 0 0 d 2006 io aN °c° HTSG I.D. # 06031405509D uak AS NOTED design byVIK j drawn by MCR checked by VIK der= g s. 06 -341 (sheet 4 of 7 (drawn MCR) 03/14/2006 11:54: 26am ch \HURST \06- =341 \R0 — sub \06 - 341- 05.dwg \FL1 \KA \CADD \Assoc FASTENER @ 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) #10 x 1/2" GALVANIZED SMS OR 3/16 "45 ALUM. POP RIVET @ 18" 0.C. 1 "x1 "x.055 " ;1 "x2 "x.055 " - 2" x 3" x .055" ; 2" x 4" x .0t5" OR 2" x 5" x..125" AL. ANGLE ®ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" FASTENER ® 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" 0.C. 1"x1 "x.055 "•1 "x2 "x.055"• 2" X 3" x .055" ; 2" x 4" x .0t5" OR 2" x 5" x .125" AL. ANGLE ®ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" 1 "x2 "x1/8" ALUM. ANGLE 3 #10 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2 "x2 "x1/8" ALUM. TUBE • 6063 -T6 ALLOY #10 TEK SCREW OR 3/16"0 ALUM. POP RIVET @ 24" 0.C. (TYP.) TWO 1/4"0 FASTENERS 2. EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) . TYPE A ALL MOUNTING CONDITIONS EXCEPT 0 O 9 (FT - IN) ME B DETAIL L1 OR DETAIL © W/ SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE D DETAIL OE 9- 3/16" MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1. 12 - 7 38.0 13 - 1 11 -0 13- 1 11 -2 40.0 12 - 11 10 - 8 12 - 5 10- 11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12 -1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9 -.0 9 -3 ;08 63.3 2 -3/4. -7 8 -7 8 -10 11 -6 8 -6 8 -6 8 -8 66.8 10- 11 8 -3 8 -3 8 -5 67.5 10 -9 8 -3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6 -7 6 -10 91.4 . 8- 0 6- 3 6- 3 6- 6' 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6 -.1 4- 9 4- 9 5- 0 130.0 5 -7 . 4 -5 4 -5 4 -7 140.0 5 -2 4 -1 4- 1 4 -3 150.0 4 -10 3 -10 3 -10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3 -4 3 -4 3. -6 NOTES: 1. NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE O CORNER CLOSURE DETAIL SCALE: 3" = V-0" 2 "x2 "x.125" ALUM. ANGLE CONT. 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS @ 24" O.C. EXISTING STRUCTURE HALF OF® . USE MALE OR FEMALE AS REQUIRED • ALT. CORNER CLOSURE DETAIL SCALE: 3" = 1' -0" REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. • MIN. SHUTTER SEPARATION FROM GLASS (.SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) z 0 VI w t- F- D In X z a 0° 0Q JF- Jw <-4 X0 Qw EL, W Ln w 1/4" MAX. 1 -1/4" TA B M I.Nij,M J! St�UTtER•SCPA1tATION FROM GLASS (IN) • s ••• • • • L E 2 • • •�• POSITIVE OLSItND • LC.IA;U (Gi) • Vs 4. • • • ACTUAL •Sp,�; • (�-+r :ItS) "' • • '1,11NIMUM SEPARATION FROM GLASS • FOQR VStT4LLATIONS INSTALLATIONS E U rTO 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR GREATER ABOVE THAN GRADE (INCHES) .•• : ` .5• -;0.• ;" ..11-7/8 1 -1/2 ' • V! • 3000 • • 6s :: -:C#. :° 4-7/8 1 -5/8 • -'0' :" "2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4. 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 40.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 ' 3 2 -1/2 12 -2 3 -3/4 . 3 5 - 0 2 -7/8 1 -1/2. 1 -5/8 60.0 0 2 -7/8 . 1 -3/4 11 - 0 3 1 -3/4 11 - 8 - 3 -3/4 3 . 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 -4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 -.0 2 -7/8 . 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 • 4 90.0 5 - 0 2 -7/8 1 -1/2 • 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3-3/8 11 - 6 3 -7/8 4 100.0 • 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 9 -.0 3 2 -3/4 10 -3 3 3 XISTING STRUCTURE MIN. 3,000 PSI CONCRETE - CONCRETE FASTENER @ 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE QALTER RNATE FLOOR MOUNT DETAIL SCALE: 3" = 1' -0" U RENEWS 07-05 22.01 PRODUCT- REVISED as iv:KZ:five I .aal eat-- C Lthisloa 0. R 0 M 0 1- '0 0 0 d• 0 0 0 V j Knezevich Professional Engineer FL License N , •_;. r. 10983 0 0 0 0 4 2006 .0 0 • •0 0 rHTSG I.D. # O6O314O55O9D-1 date 09/14/2005 woe AS NOTED •'' VIK ) (decked by VIK d.awing "3 41 sheet 5 of 7 1 \KA \CADD \Associations \Hi - • • ••• • ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS •• v- • • • - . • • - ..• • • • • ••• • • ••- •• •• • • • • • • • ••• • • • • • • • • ••• ANCHOR ME LOAD (W) SPANS UP TO P.S.F. 5' -8•' MAX. (SEE NOTE 1) (SEE CONNECTION TYPE NOTE (SEE NOTE 3) 1) • r • E DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 8. -0.. (SEE NOTE 1) - CtTNft te1T -TYPE (S NOTE 3) SPANS UP TO 9' -O" (SEE NOTE 1) SPANS UP TO 13• -1" (SEE NOTE 1) SPANS UP TO 5• -8•• (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) CONNECTION TYP (SEE NOTE 3) C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C3 C4 C5 C1 C2 C3 C4 C5 C1 CONNECTION TYPE (SEE NOTE 3) C1 .C2 C3 C4 CS t5 • z 0 V -1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT (MIN. 3,100 P.S.I. CONCRETE) 45.0 12 12 12 12 7 12 12 12 8 5 12 12 12 7 4 10 5 S 5 3 12 12 12 12 9 SPANS UP -GO •LPAN JP -I•p .k`$A4VS•UP TO • • • 8 -0 • s •• • 9.•e... • • • 13I•i" (SEE NOTE i) • • (SEEa,�C�TE'1� • • • tSM NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYP (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 c3 Ct C:2 CI 12 12 12 10 6 12• •11 :12 9i (5 ;1 ti C3 C4 C5 .5 11 6 6 6 3 5'7.0 12 12 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3 A 4 12 12 12 11 7 12 12 12 8 S. 12.1? 1L 7 4 9 3 3 5 3 73.0 12 12 12 7 4 10 5 5 5 3 9 4 3 4 8 3 I/. 4 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 1/4'0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 PSI. CONCRETE) 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT • (MIN. 3,000 PS.I. CONCRETE) 105.0 10 5 5 5 3 8 3 4 8 3 4 8 3 4 170.0 8 3 4 8 3 4/ 8 3 4 4 8 3 4 45.0 12 12 12 12 12 9 .12 12 8 . 12 9 5 57.0 12 12 10 12 73.0 12 12 8 12 9 105.0 12 9 5 12 5 170.0 12 5 4 12 S 45.0 12 12 10 • 12 1� 12 12 57.0 73.0 11 6 6 6 3 9 3 3 5 3 9. 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 12 12 12 12 12 12 12 12 12 10 12 12 12 12. 9 12 11 11 9 6 12 ® 7 © 12 12 ® 6 Q 12 5 Q 4 © 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 105.0 * 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3,300 P.S.I. CONCRETE) .,nnmi,m meoww,n: ' X71 \flUfl 111 \'•,U rillm-nOnnnnnonnont- 9 IIIManmmmuuamnnt� 1/4" ELCO TEXTRON HEX - FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -3/4' EMBED MN. 3,320 P.S.I. CONCRETE) 170.0 45.0 57.0 12 6 0 5 © 12 5 0 4 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 12 5 4 12 5 4 12 11 11 9 6' 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 5 4 -© 12 5 4.© 12 6 6 7 5 12 6. 6 7 5 12 6 6 7 5 12 6 6 7 5 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 12 12 8 10 10 • 5 9 7 5 6 � 3 11 111 6 8 4 4' 7 3 4 6 �/ 3/ 7 /0 wi,©a�"©'u u m"©s©rme © "©'�p'©'© "u' 12 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 4 12 12 2 7 4 9 5 5 5 3 8 3 3 4 73.0 105.0 1/4 "0 ELCO CRETE FLEX W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3,350 P.S.I. CONCRETE) 17.0.0 45:0 57.0 73- 105.0 170.0 45.0 111111111111111111111"11111111111111 0 10 5 5 5 6 5 0 10 • 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12. 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 .5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10- 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6- 5 7 4 12 '6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 .6 5 7 4 12 6 5 7• 4 • ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC.. LOAD MIN. 3/4" EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 5. -8" • 8, -0•' 9' -O" 13' -1" ANCHOR TYPE MAX. (SEE NOTE 1). (SEE -NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 45.0 12 12 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 3 1 5N1111111N U11111\0a. 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 0 O 1/4"0 WOOD LAG W/ 1 -3/4" MIN- THREAD 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3/ 12 5 4 3 j PENETRATION SHEAR 105.0 12 9 8 3 3 12 5 4 3/ 12 5 4 3 12 5 4 3/ PARALLEL OR PERP TO W000 GRAIN 170.0 12 5 4 3 /j 12 5 4 / 3 J/ 12 5 4 3 712 5 4 3 SEE PAGE 7 FOR ANCHOR NOTES Mani= =MVO >€s el*• " 213 ftldtag CT.d.0 - 0922 .01 u: ^r•' O 1:0720 [ PRODUCT v"SED a3 pt' *162 like )a °,X:eee Pear,-b.- -..,4 O F4: 8.o1 O O* 61 M� • # ai 0 +' E- .E oo. 4 In ze a 03 •9'^' itNu O N - �42yy 0 <so T4 ti i N y ` 0. - h Z`' rial°-6 ml cc w O 0 0 U U Q O O T nc c E c 0 0 I- a T 0. U u O U ce } V J Kiiezevich Professional Engineer R. license No- 10983 2006 7- 0 HTSG I.D. # 06031405509D 09/14/2005 scale AS NOTED by VJK l dram by MCR rep Y)K drawin no. 06 -g 341 sheet 6 Of 7 dm 09/14/20051 m 0 E 0 t0 t[1 0 0 t 0 0 0 0 0 "0 0 0 Print Informatio ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE •• •- ••• • • • MIN. 3" EDGE DISTANCE • • • •• • ••• • • • ••• • • • •• •• ••- • - • • • • ••• • • • • ••• SPANS UP TO (SEE NOTE 1) SPANS UP TO 8'-0" (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) 1111,11111111111111111111111111111110> 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/4 "0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW 45.0 57.0 73.0 105.0 170.0 45.0 CONNECTION TYPE (SEE NOTE 3) CONNECTION TYPE (SEE NOTE 3) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1. C2 C3 C4 C5 Cl C2 C3. C4 C5 C1 C2 C3 C4 C5 12 10 7 5 4 12 57.0 12 U n �1 1 m U E • 1/4 "0 POWERS ' ZAMAC NAIL -IN W/ 1 -1/8" O MIN. EMBEDMENT V 73.0 105.0 170.0 45.0 10 7 5 12 IIIl111V11" 1 \\1.1111111{114 {\I +. \1', 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT E. 1/4 -20 MACHINE SCREW WITH NUT 57.0 73.0 105.0 170.0 45.0 9 7 5 4 12 57.0 12 umana annionno �nmaoanmunnnn> 1/4" ELCO TEXTRON. HEX - FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -1/4" EMBED 73.0 105.0 170.0 45.0 12 10 7 12 10 7 7 4 9 9 9 5 3 8 8 8 4 5 3 .3 3 Al2 12 12 8 5 © © ©U©'� © © ©' © "" 11 11 11 6 4 8 C111�'5�til'�raIardi 4 EI MI DE ''I © " "©E "iI 8 8 8 5 3 6 ©©©' ©"©'.© "����. ©' �' ©"" ® " "C� "i AB " ©' © "©N EI N IErd 7" ADAKINEELIKORMITARANIMPAZINEINIZMINEINFAMINEINIJEIN 2 2 2 1972 7 112 2 2 5 MEE 1111111111 12 12 12 4 3 .® "'S©��'�©A d, 8 4 4 5 3 7 "U'©M'©�NA'CI�. '//RI© ""©" "®N ",�i��'A©'IN".�' ©"©VI 7 EJHEAB,11111,11,1111)fin .0 ;: 7 4 7 8881'88111j199J.8% 8 8 8 5 3 6 .�E©" "©MMENE P��I RMEIN ®'L' ©'© "©' '�i' ©" "e" ".©'nrarrei ammeze ®'� " ©� 12 12 9 Li: .2 12 9 i ,2 12 12 8 6 12 12 1 10 10 12 12 12 8 5 10 10 14 4 // 12 12 12 6 4 8 4 4 �'AliE". ®MI " ©'�'R©'WAF�a " ©�� I' ©'�'N ©' SPANS UP TO 8' -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 10 10 10 6 3 SPANS UP TO •• •94t_0•. ••• :`(SEE MOTE 1, GDNNEtTION T?RE • SPANS UP JO • • • • • • 1": • • (SE4•N6TE D. CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) C1 C3 C4 C5 E1 C4 l•4 C5 .6 -•3 9 • : = 9- i3 3 �. 5 11 8 6 12 12 12 10 12 12 10 7 6 3 3 12 9 7 12 9 7 6 4 12 11 4 12 11 4 7 5 3 12 12 10 .57.0 12 12 12 8 1/4 "* ELCO CRETE FLEX W/ 1 -1/4" MIN. EMBEDMENT 73.0 105.0 170.0 45.0 10 7 5 12 10 3 10 3 3 6 4 4 mai sox 12 12 10 57.0 12 12 12 8 . 73.0 10 10 10 6 105•0 7 3 3 4 170.0 5 12 12 12 12 12 12 12 10 12 12 12 7 7 12 5 11 4 8 a '©" ©'©�'i ©' '©E .iii©�i© ©i©i ©�ii© ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3 EXISTING ANCHOR SCHEDULE CONCRETE, PR ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS• RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. VARY. FIELDTVERIFYRTHAT FASTENERS FRAMING, ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8 4 8 4 4 5 3 7 rommerazathorammare AKIAIMEINWOMINIWAREEPAIIMIZIE " MEM 8 0 of 12 12 12 12 12 12 12 10 12 12 12 7 7 12 5 11 4 8 8 4 4 5 3 7 7 SHALL NARROW FACE 0 L BE LOCATED IN CENTER OF NOMINAL 2 x 4" (MIN.) WOG` FASTENER WOOD 3 /4 EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION 6" O.C. ANCHOR SPACING SHALL NOT EXCEED ANCHOR SPACING SHALL NOT EXCEED ostoovernmwm Amptare ,a, • _o : 12. o l n - . LTF �Zo 13 • PRODUCT REVISED at estsplyin with eze 3 :ei�14 13ss; Cc kezepiaut I le O b - 0 lapi ) 0 3 2. •0/ O09 rand C.-Orgr4 Teri-. 7cm cc W 0 cc 0 0 0 0 I'- Knezevich Professional Engineer R. License No 0010983 2006 0 z W 0 ter 0� 0 0 1- M 0 '0 O 0 0 N Brie AS NOTED lde09" by down by MCR (checked try I1. VIK dn..4.y ro. 06-341 sheet 7 of 7