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WS-17-506 p nra -"I5t 6 �s rt°1i s t, Miami Shores Village Pohm 5YP6 )i1i 'YitS>t r ut rs 10050 N.E.2nd Avenue NW Work Ofasificara� t>'Rat+ ement Miami Shores,FL 33138-0000 Phone: (305)795-2204 PeaiY fetus: D Issue Date:2/28/2017 Expiration: 08/27/2017 Project Address Parcel Number Applicant 8 NW 93 Street 1131010170080 MAHENDRA PERSUAD Miami Shores, FL Block: Lot: Owner Information Address Phone Cell MAHENDRA PERSUAD Contractor(s) Phone Cell Phone Valuation: $ 1,600.00 THE HOME DEPOT AT HOME SERVIC (954)336-0881 _. __..._.__. Total Sq Feet: 0 Type of Work:10 SHUTTERS Available Inspections: No of Openings:10 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR Fee $3.00 Invoice# WS-2-17-63089 DCA Fee $3.00 02/28/2017 Credit Card $ 171.20 $50.00 Education Surcharge $0.40 02/28/2017 Check*12819 $50.00 $0.00 Permit Fee $200.00 Scanning Fee $12.00 Technology Fee $1.60 Total: $221.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore,I authorize the above-named contractor to do the work stated. February 28, 2017 Aut ized Sign re:Owner / Applicant / Contractor / Agent Date Building Department Copy February 28,2017 1 Miami Shores Village RECEIVED Building Department FE 77 017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC ZO BUILDING Master Permit No.Uj S 1 PERMIT APPLICATION Sub Permit No. BUILDING [ELECTRIC [ ROOFING 7 REVISION [EXTENSION RENEWAL [PLUMBING [ MECHANICAL [:]PUBLIC WORKS [ CHANGE OF (]CANCELLATION ❑ SHOP .((�� CONTRACTOR DRAWINGS JOB ADDRESS: t8 W q?I nik"• ? City: Miami Shores County: Miami Dade Zb; 33 LJ� Folio/Parcelfl:J,!'�I O "0� "'�� Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titlehoide•): M4 jheq //��. p_ / &j-5,a 0C Phone#: 3d —1100 7—7557 - Address- y W R3 S4, Kth 6 61, 3315b City: State: zip: Tenant/Lessee Name: N/A Phone#: Email: CONTRACTOR:Company Name: The Home Depot At Home Services Phone#: 954-336-0881 Address: 290 Cumberland Pkwy 300 City: Atlanta State: GA zip: 30339 Qualifier Name:-�l l.P_; l Phone#: 954-336-0881 State Certification or Registration#:ASL �o f s*e Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ! bZo Square/Linear Footage of Work: Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: bo) zs 0-—IT.&S Specify color of color thru dle: s ; �w. • Submittal Fee$��' Permit Fee$ 20 CZ— CCF$ I • 2O "CO/CC Scanning Fes$ 1 Z• Radon Fee$ 3 OBPR$ 3 • Notary$ Technology Fee$ 1 . 6c) Training/Education Fee$ •16 Double Fee$ Structural Reviews S Bond$ TOTAL FEE NOW DUE$ ' L •2y (Revised02/24/2014) Bonding Company's Name(if appiicable) L"i FC Bonding Company's Address City Mate •` A Zip Mortgage Lender's Name(if applicable) — Mortgage Lender's Address City State Zip Application is hereby made to obtain as 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 urderstand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: 1 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attochme,;t. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 1' pd "20 �,by day of r— Y 20 by who is personally known to Q who ersonaily cn to me or who has produced OL, as me or who has produced as identification and who did take an oath. identification and who did to a an oath. NOTARY PUBLIC: NOTARY PUBLIC: ✓`I .. . Sign: � ,` 'J. Q�L 1M(,L—w I� Sign: Print: MLAN 1 E t OC6CC(u t Print: a Seal: Seal: 1Upq �r p�ei'. MELAME PROCACCMtI 'Islf1'I iar * R** *** ***$ My Comm.Expires Jun 17,2018 7 ,F,4&ED Eiammission# FF 133640 (anis Examiner Zoning Structural Review Clerk (Revised02/24/2014) SHUTTEIRaTsECH. INC. Date: 2'124 I To: H l A n', 4&VI Shutter Tech,Inc.is the Miami-Dade County Notice of Acceptance holder for: Acceptance No: Exp.Date: KD Factor HV1/HV2 Accordion 15-0624.03 04/26/17 KD.85 24 Ga. (0.031"min)Storm Panel 15-0714.23 03/22/17 KD.85 .050 Aluminum Storm Panel 15-0714.22 10/22/17 KD.85 Dura Weld Bahama Shutter 15-0714.21 05/08/18 KD.85 Dura Weld Colonial Shutter 15-0714.20 09/04/18 KD.85 58mm Roll Up 15-0721.11 04/03/19 KD.85 This Letter authorizes kADrV .p&'� Or� VMt to use the above named products at the %VI. we — following job site: 8 K W -{' r`'t tOtn1; V%OreS -FL 3 3 15 O — Z2.3 3 9 Thank you, Steve B ells d Shutter Tech,Inc./President 7485 West 2nd Court—Hialeah,FL 33014 Phone: 305-823-2323 Fax:305-826-7979 Ship-to: THD • Project Coordinator: Order Date: FEBRUARY 11,2017 SERVICES Customer Flame: PERSUAD F' Phone#: THD AT-HOME-SERVICES INC Job#: 9838460171w Fax#: Storm Protection Order Form(Miami only) Page: 1 of 1a tare �R-y 112 Finished Size Locks F #of Blades TRACK TYPE OF TRACK 5 a m `�'T 0 y _ C121- X O,eq C N 4' b _ $ _ ® c c a tm `e `e > N * 0O E O ° e ° Neo �N* a w w s 4 1 AS IV 74" 40" 851/2" 48" 50% 50% 30" 6" 16" HV1 T HV1 T 2 AS IV 74" 40" 851/2" 48" 50% 50% 30" 6" 16" HV1 T HV1 T rrt M 3 AS IV 37" 29" 461/2" 37" 50% 50% 18" 6" 12" HV7 T HV1 T W r 4 AS IV 74" 40" 851/2" 48" 50% 50% 30" 6" 16" HV1 T HV1 T CD - AS IV 74" 40" 851/2" 48" 50% 50% 30" 6" 16" HV1 T HV1 T o 5 M V 6 AS IV 37" 29" 461/2" 37" 50% 50% 18" 6" 12" HV1 T HVi T 7 AS IV 37" 39" 461/2" 46" 50% 50% 30" 6" 16" HV1 T HV1 _ T 8 AS IV 38" 39" 461/2" 47" 50% 50% 30" 6" 16" HV1 T HVl T 9 AS IV 74" 52" 851/2" 60" 0% 100% 36" 12" 20" HV1 T HVC T 10 AS IV 73 3/4" 52" 85 112" 60" 50% 50% 36" 12" 20" HVC T HV1 T 11 AS �n cn N D z W AS �T fi 12 > Z O 13 AS 14 AS O 15 O AS 16 AS C 3 C C/) AS • • • • • • • • r s 17 • • •• • • • • � W p *Style: Aluminum Panel(AP)Accordion Shutter(AS) "Anchor Types: Tapcon(T) *Colors:Accordions=BG.WW.AZ.1y B4i 01 Col ni s=AIV,BW.CG,BB,FG,HG.CG,DS.GRZ,BLK.SW' cn Manufacturer Notes: Installer Notes: ° o < • ••• • ••• ••• • m CD z F1 Size: I have reviewed and fa rove of the'obs ecificatibna rJ4%*ire ab ve" • •Tapcon Anchors • • ••• • • QTY: Customer SignatureDate: Miami Storm Protection Order Form May 16,2007 S NW 93 Street Miami Shores, FL 33150-2233 S 6 7 8 4 3 C7 N Garage . . .. . . . . ... . 2 FrA. '10 „ o„ Door 1a'0" •.• • • . • •.. • • . . . . . . • . . . . .. .. . . . .. .. ... . . . ... . . FLORIDA BUILDING CODE 2014-ASCE/SEI 7-10-WIND LOAD TABLES-170,175 mph Enclosed Building with mean roof height less than or equal than 60 Feet EXPOSURE C AND D -LOAD FACTOR:0.6 INCLUDED WIND PRESSURES IN PSF WiND PRESSURES IN PSF 170 MPH VELOCITY-EXPOSURE C 170 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4&0 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 42.0 45.5 56.0 45.9 49.8 61A 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 40:0 1 43.4 53.4 43.7 47A 58.6 21-30 47A 51.3 63.1 51.7 56.1 69.3 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49.8 54.0 66A 54.4 59.0 72.8 41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 46.3 50.2 1 61.8 50.6 54.9 67.8 51-60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION BROWARD COUNTY, PALM BEACH AND OTHER LOCATION BROWARD COUNTY, PALM BEACH AND OTHER EXAMPLE COUNTIES EXAMPLE COUNTIES WIND PRESSURES IN PSF WIND PRESSURES IN PSF 175 MPH VELOCITY- EXPOSURE C 175 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than -Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees• •966.0 Positive Negative Positive Negative Positive Negative plitivg Ne ive 0• z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 a5 z4 : 0 0 9 9 00:0 0-15 36.7 39.7 48.9 40.1 43A 53.6 0-15 44.5 48.2 59.3 *"&9 52.8 66.1 . 6 16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 46.8 50.7 62.4 •51r1• 55.4• 686 :•••6: 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54A 66.9 e5*@ 59.4• 73.4 0 0:000 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 52.8 57.2 70A 0r.&: 62.50 97!1 99969 • 41-50 47.2 51.2 63.0 51.6 56.0 69.1 41-50 54.9 59.4 73.1 06170 65.0 802 0••0:0 51-60 49.1 53.2 65.4 53.6 58.2 71.8 EL�ocnoN 56.6 61.3 75.5 : 67.1 82.9 00 LOCATION 0.6660 6. 6.MIAMI-DADE COUNTY MIAMI-DARE C04ITY 0 • 6EXAMPLE 9 9 9 000000 • • 996 • • • GENERAL NOTES: 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENT'S AND CLADDING (HURRICANE SHUTTERS.WINDOWS AND DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WrTH THE EXISTING CONDMON AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER.THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4-EXPOSURE B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings.For building<=30(t exposure B prevails in the upwind direction for a distance greater than 1500 R For building>30ft exposure B prevails in the upwind direction for a distance greater than 2600 it or 20 times the building height wichever Is greater.Based on the FBG HVHZ;use Exposure C when building Is located in Exposure B 5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 37,open country and grasslands.Exposure C will apply when exposure D and B do riot apply. 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails In the upwind direction for a distance greater than 5000 It or 20 times the building height,whichever is greater 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH 9-TOPOGRAPHIC FACTOR Kzt=1-(FIAT TERRAIN) '10-DIRECTIONALITY FACTOR Kd=.85(Wind Directionality Factor) 11-TRIBUTARY AREA:10 SQF 12-EDGE STRIP(a):The smaller of 100/6 of the least horizontal dimension or 40%of the Mean roof height,but not less than the larger of 4%of the least horizontal dimension or 3 R R-F SI.P. E N G C O,Inc. T ErgineerIM Services-CA 8116 Iz 1791 Blount Road-unit 907 Z31 za Pompano Beach-Florida 33069 za I ch> Tel:(754)307-1319 Fax(754)205-6846 r3 I MEAN War \MEccHT E-mail:Engco@AOL.com a<=BW x 0.1 or a<=h x 0.4 PEDRO DE FIGUEIREDO BW a must not be less than NOT VAL D W/OUT SEAL FEB 0 9 2011 a=3 feet or a=0.04xBW 4/13/2016 1 1• MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11.805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 TICS OF ACCEPTANCE ( _ wvnv.rninatid,,ide.gov/ecotioniy Shutter Tech,Inc. 7485 West 2"1 Court Hialeah,Florida 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) resery p•the right to have this product or material tested for quality assurance purposes. If this product or material faiil,IgArfanp.".. the accepted manner, the manufacturer will incur the expense of such testing and64W A'HJ nfeay iMmediately.' revoke, modify,or suspend the use of such product or material within their jurisdictioh?JER feseirveatlle rigltto0% revoke this acceptance, if it is determined by Miami-Dade County Product Control10MItdh that this prodw;,Qi;•; material fails to meet the requirements of the applicable building code. 0000 .. • .... . .. 66.00 This product is approved as described herein,and has been designed to comply with th ;: 3 Velo-ei 0 Aurricaiito 0 0 Zone of the Florida Building Code. 000000 0 .' DESCRIPTION: ,Maximum Impact Bertha HV"Aluminum Accordion Shuttr y;tenf :000:0 0000'• APPROVAL DOCUMENT: Drawing No. 15-155,titled"Maximum Impact HV 1 fW2 4ccorc 1pll Shuttero?..0 sheets 1 through 28 of 28, and 15A&28A,prepared by Tilteco,Inc.,dated June 01, 2015,signed and waled by Walter A.Tillit Jr.,P.E.,on June 04,2015 bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. SSILE IMPACT]RATING: Large and Small Missile Impact.Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- 202,and TAS-203,finless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0129.13 and consists of this page 1,evidence submitted pages E-1 &E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Malkar,P.E.,M.S. i mmlsm�:) NOA o.15-0624.03 t JQ^ !� Expiration Date:04126/24117 Approval Date: 0g/27/2015 f / Page I Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE D 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 11-1222.03 A. DRAWINGS 1. Drawing No. 12-019, titled "Maximum Impact HVI HV2 Accordion Shutter sheets I through 28 of'28, and shL 28A of 28,prepared by Tilteco, Inc., dated 01/20/2012 signed and sealed by Walter A. Tillit Jr., RE, on January 20, 2012. B. TESTS 1. See Association's generic approval under 11-1676. C. CALCULATIONS 1. See Association's generic approval under 11-1676. 0 0 *000 D. QUALITY ASSURANCE •0669• 0 0 0 0•0 1. By.Miami-Dade County Department of Permitting, Environmefit, and RCgUlvrtoty 00 000.0• 0 Affairs (PER4). 000000 :0 0 • 0 0 0 0000 00 0 :0000: E. MATERIAL CERTIFICATIONS0 0 0 0 ..••. 1. See Association's generic approval under 11-1676 •0 0 0 ::o::o • 00.0 • F. STATEMENTS •0 • 0 •0 00*0:0 0* 1. Release letter issued by the American Shutter System Associotiqj?, dated M-nuary0000.. • 27, 2012, certifying this product to meet the criteria ofproduVtented afflr. : • approved, and allowing Metal Tech, Inc. to use the test results approved unXr Miami Dade County Approval No. 11-1676, signed by Ms. Legny Rodriguez. 2. Acknowledgment letter by Metal Tech, Inc., dated March 19, 2012, signed by Steve Buzzella. 3. Letter by Tilteco Inc., dated January 30, 20.1Z signed and sealed by Mr. Walter A. Tillit, Jr., P.E., certifying that the drawing (No. 12-019)prepared for Metal Tech, Inc. is engineering wise identical to ASSA's generic drawing (No. 2. EVIDENCE SUBMITIE D UNDER PREVIOUS APPROVAL H 14-0129.13 A. DRAWINGS 1. Drawing No. 14-004, titled "Maximum Impact HVI HV2 Accordion Shutter sheets I through 28 of 28, and sht. 28A of 28,prepared by Tilteco, Inc., dated 0112012014, signed and sealed by Walter A. Tillit Jr., P.E., on January 29, 2014. B. TESTS I None. IdWmy A.Dakar,P.E.,M.S. Product Control Unit Supervisor NOA No. 15-0624.03 Expiration Date: 04/26/2017 Approval Date: 08/27/201.5 E- 1 Shutter Tech,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By jWiami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHERS 1, Asset Purchase Agreement. • 3. NEW EVIDENCE SUBMITTED A. DRAWINGS • 1. Drawing No. 15-155, titled Maximum Impact HVI HV2 Aee&PdYZn Slafte", sheets I through 28 of 28, and 15A & 28A,prepared by PlteFp,YX., datP)une 01, 2015, signed and sealed by Walter A. Tillit Jr., P.E., on AnJ 6U, 2015, B. TESTS 0 see 0 • 1. See Association's generic approval under 15-0803. • C. CALCULATIONS 1. See Association's generic approval under 15-0803. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS .1. See Association's generic approval under 15-0803. F. STATEMENTS 1. Letter by Tilteco Inc., dated May 22, 2015, signed and sealed by Mr. Walter A. Tillit, Jr., P.K, certifying that the drawing(No. I5-147)prepared for Shutter- Tech, humr- Tech, Inc. is in compliance with FBC, 2014 Edition. Hel akar,P.E.,M.S. Product Control Unit Supervisor NOA No. 15-0624.03 Expiration Date: 04/26/2017 Approval Date; 08/27/2015 E-2 GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT(PAD.)HAS 8E£N VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITI N4)OF p n C THE FLORIDA BUILDING CODE. TINS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE QrC CONTGNM DESIGN WIND LOADS SHALL.BF DETERMINED AS PER SECTION 1620 OF]HE ALTOVE MENTI)NLU COLS.,USING ASCE 7-)0 AND SHALL NOT EXCEED THE MAXIMUM(A 5.0,)OFSIGN PRESSURE' RATINGS INDICATED ON SHEETS 12 THRU 17&25,26,28&28A. IN ORDER TO VERIFY THE ARM CONDITION.UL.TMTE IDESION WIND LOADS OFTERIMED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASA.DESIGN WIND LOADS AREA 1. HV BLADES(D BY MULTIPLYING THEA BY 0,6 IN ORDER TO COMPARE THESE W/MAX.(A5.0)DESIGN PRESSURE RATINGS INDICATED ON SKM 12 YHRU 17&28,26,28&25A. IN ORDER TO VERIFY THAT ANCHORS ON THIS PA.D..AS TESTED,WERE NOT OVER STRESSED,A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN 7HEIR ANALYSIS. GENERAL NOTES SHEET 1 BERTHA HV.ACCORDION SHUTTER SYSTEM'S AOCOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD I IAS DEEM VERIFIED IN ACCORDANCE WITH SECTION 1628 OF THE'ABOVE MENTIONED CODES AS PER SYSTF,M COMPONENTS 1--20 SHEET 2 AR REPORTS: SYSTEM COMPONENTS 21-37 SHEET 3 -HV BLADE##0214.01-03,#0115.01-03, 01004.01-05, 1214.01-05 90917.02-Cti AND#06C9.01-10 AS PER TAS 201,TAS 702 AND TAS 203 PROTOCOLS. TYPICAL SHUTTER Al--AMHLY 38-43 SHEET 4 --HV WINDOW BLADE @#0505.01-08 AS PLR TAS 241, 202& 203 PROTOCOLS AND 0725.01-06 AS PER IAS 202 PROTOCOL. -ITV BLAUf o#0422.01-05 rrA'PCR TAS 201,TAS 202 AND TAS 203 PROTOCOLS. AREA I HV BLADE CD ALSO HV -MMM 2.FN SLAOE C ANO WRLrADE 0l ARE ENGINEERED TO WORK 1N UNISON WITH EACH OTHER IN AREAS WHFRF TFIF DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4. EACH F� WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH 7-10 All MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE COHR�S PO NC WIND ZONE. TYPICAL SHUTTER ELEVATION Jr. NOTES ON LOOKS SHEET 5 THIS SHALL INCLUDE REOINREMENTS FOR MIN. SEPARATION TO CUSS. DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY Of COMPONENTS FOR HV BLADE t9l .2�JiiCCORDlON SHUTTERS SYSIEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFICD BY A FLORIDA RECISTEREO ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION ANDASCE 7 STANDARD,AND INSTALLATION DETAILS A-E, CONrRETE/i&.O(.I( SHEET 6 SHALL BE SUBMBItt) TO ]HE BUILDING OFFICIAL AT T14E TIME PERMIT IS APPLIED FON. INSTALLATION DETAILS F-L, CONCRETE/BLOCIC SHEET 7 FIV MADE(!)AND KV WINDOW BLADE 03 ARE Also ENGINCC.FCD TO WORK IN UNISON'MITI MIT OTHER UNDER THE GENERAL UMITAIIONS AND CONDITIONS OF USE INDICATED ON MEET 28. CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 3.BERTHA H.V. ACCORDION PINS(HV SCREWS), USED Al BLADES KNUCKI E AND FOR DIRECT MOUNT CGNNEC_g0N TO TRACKS SKALL BE# 102 75 AND III 14X1 75 RESPECTIVELY,410 HT MINIMUM CENTERMATE DETAILS HD SHEET 10 SUMS STAINLESS STEEL SCREWS WITH 135.0 psi YIELD STRENGTH AND 180 ksi IENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHILLU CUANNG SYSTEM AS MANUFACTURED BY BLOCK SHEET T I APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSIEMS ASSOCIATION, PINS MUST BEAR THF FN MARY,INC ON THEIR HEAD- MAXIMUM SPAN TABLES END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 12 4.ALL ALUMINUM MkLrSK)NS SHALL HE AUJMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET'2 AND 3. MINIMUM YIEtO STRENGTK FOR 6O63-16 ALLOY 15 31.7 ksi AND 35.7 ksi FOR 6005-T5 ALLOY ANCHOR SCHEDULE- CONCRETE SHEET 1.3 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A.I1$7 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 MT14 50 ksi MIPs.YIELD STRENGTH AND 90 ksi MIN,TENSILE ANCHOR SCHEDULE- CONCRETE SHEET 14 STRENGTH AND TO COMPLY W/FHC SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE SHEET 15 6.BOLTS TO AE ASTM A-307 CALVAIZED STF:FI, OR ASI 304 OR 316 SERIES STAIDNESS STFFE.WITH 35 ksT MINIMUM YIELD STRENGTH. ANCHOR SCHEOULE- CONCRETE BLOCK SHEET ISA `� ANCHOR SCHEDULE- WCOO SHEET 16 EE 7.STHE FOLLCYANG SHEETS FOR ANCHOR SPECJrTCATIONS:ITN BLADE V: 13, 14, 15, 15A. 16, 17 AND 2BA. ANCHOR SCHEDULE- WOOD SFWET 17 HV BLADE 07 26. INSTALLATION DETAILS M-R. WOOD SHEET 18 HV BLADE(j)& WORKING IN UNISON: 13. 14& 16. INSTALLATION DETAILS S-X, WOOD SHEET 10 S.THIS BEWIHA H.Y.ACCORDION SHUTTER SYSTEM HEARS A U.S. PATEt4T #5'779,587.COMPONENTS OF THIS APPRO-VAt..ARE COVERED, 94 WHOIF OR IN PMT BY U.&PATENT#5'458.179 ISSUED TO ENO CONNECTION DETMLS 7-12& X, WOOD SHEET 20 EASTERN METAL.SUPPLY.INC. 9.IT SNAIL DE THE RESPONSIBILITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO AR 3� HV BLADE 12 ONLY SEAL/CAUL(Alt.SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTN iIGUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 21 10,EACH UND MUST BEAR PFR4IANENT LABEL IN A Vf518LE PLACE.WNH WARNING MIT: DURING PERIODS OF HURRICANE WARNINGS MAE OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL INSTALLATION DETAILS AA-00, CONCRETE SHEET 22 HV AND HO CENTERAATES AND ENGAGE OR LOCK ALL NY ANTI NO LOCKS. CENTERMATE DETAILS HD SHEET 23 11. A PERMANENT SHUTTER)MANUFACTURER`S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE or THE SIDE RAI:,APPROXIMATELY 4'BELOW THE TOP OF SUCH RAIL LABEL SHALL READ AS END CONNECTLOt4 DETAILS 1-5 &X,CONCRETE/BLOCK SHEET 24 FOLLOWS: MAXIMUM SPAN TABLES SHEET 25 SHUETER-TECH.INO. ANCHOR SCHEDULE, CONCP.ETE SHEET 26 MUATI,FI MIAMI -WE COUNTY PRODUCT CONTROL APPROVED, 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATION5 PROVIDED BY THE 4URISDIC'TION AREA A; HV WINDOW GLADE ONLY WHERE PEWIT IS APPLIED I'll. TYPICAL WINDOW OWE&WINDOW DETAIL SHEET"L-1 13.(,1)THIS P.A.D.PREPARED BY IHIS ENGINEER IS GENERIC AND DOES NOT PKOVIUL INFORMAIIUN FOR A SITE SPECIFIC PROJECT; I.e.WHERE THE SHE IADNDITLONS DEVIATE FROM THF PAD. TYPICAL. SHUTTER ELEVATION SHEET 28 (b)CONTRACTOR TO EFE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS PAD.,PROVIDED HE/SHE DOES NOT DEVIATE AREA 5: HV WINDOW BLADE n ONLY FROM THE CONDITIONS MAILED TNN THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S REI1VONSIBWTY. IPI5TAT1ATIt}TJ DETAILS, METAL STUD WALLS SHEET 28A (4) THIS PA D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (J)SLATE SPECIFIC PROJECTS SHALL BE PREPARED BY A.FLORIDA REGIST[P.[D CNGINEER OR ARCH?ECT WHICH WILL BECOME THE ENGINEER OF RECORD(C.OR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PR%'ER USE OF THF P.A.D.ENGINEER OF RECORD,AC NVG AS A DFI EGATFD rlGINEER TO THE PAD.ENGINEER SHAD. SUBMIT TO THSS LATTER THE SITE SPFCIFIC � THIS DRAWING SHALL ONLY HF: USED TO DRAWINGS FOR REVIEW. •• !! OBTAIN PERMITS IN THE. STATE OF FLORIDA (s)ORIGINAL PA.D.SHALL HEAR THE. DATE AND ORIGINfil.SCA(AND SGNATURE OF THu UAL taI°�� ENGIN(fti Of RECCNNU fH�1•PREPAf.A)=T. • • ••• • • i•• e�°o N"0. ,t +®® • • •• • • • • • FLORIDA BUILDING CODE Hi t) Veiocity Hurricane Zone Q°a,,°• °.., d ®®® • • • • 4 • • • • _, (P 2.012 EASTERN METAL SUPPLY, INC. o0 0 ;,�._ x �• ® INC MAXIMUM IMPACT HV'I HV2 1RNo1NIc-T'RRVIS017 EI SHUTTER A:Ia+m vI+I xith the T'hmjw T ; :*m pgRTHA KV AAcortiion Shutter 83xlem Huibhos oo y `'� /tom s ' • • • (ASSA 26) H.V.AADS I W OR W10 N.V,ANDOW BLADE&B.V.BLADE Ac,:eptmtce Not -0 .C3 r'ST,� O •�(�';�' • • • • • • EV. DEs.PiPT I DATE Craw#Ly: F.R.L. r tuTi)xo TILLIT TESTIN & ENGIREERING EOMPANY • • 2mt7 O,c .��DR6DP w, • 7485 WEST 2 COURT OLD 14- ®�®� es9s aan,s+., xa•,TAR ��Ns,i aalh • • 004 tii0t/1. GATE: D6jO//I5 Q Pl�ni�(3Cd) 1530 ryryLt (3oS)�7T Ls31 • • ••• HIALEAH, FL 33014 3 DRAWING No E' ( ttt Co o `+'i (�I'(l)11.. ygalA�® e-mmL tIl!roH�7dSom k'SNe+9fFf418uu -000a7re ' WxTER a.TNLTr Jr.P.c PH (305) 6:3-2323 FAX. (305) 626-7519 a 15-155 #HALAL-OADF COUNTY P,E. SEALjSIGNATURE;YDHIE fi_ORGA Lu �44107 4 SHEET 6 • • • • • • • • • • • •• •• • • • •• •• 006 0 0 0 000 0 • -NOVA&OLE tn1 0 VARIE.`.a A.\ n r 9.97 t.a9i" `� C J?� 090 4479 af. - 6.38`° J— i } { T , 4 4.ti' .•c �........................4.957 —.....:!..............._..............y - ...... 6y''' .. ........_._.«. 6. ...,`...............__.__._...�Z. ._..... ... _ 1 BLADE COVt_R.EO UNDER i.lS PATENT (} ,5458179 '2 HY BLADE f m 1• • D°MAKER } �3''HY IINIV£RSAL FLOATER at / Gl1Ai.1FI£0 FOR VSE Vr NV A COVERED UNDER US PATENT k 5458179 QUALIFIED FGR USE W/ HV BLADE. ;1HY DIRECT MOUNT (I)&t l¢ >" _ ...� At)ppl& &St:E LIMITATION'i OF USE: Of BLADE t�i�7 ON SHEET 28 0005-T5 ALLOY' AND TEMPER 60G5-TS ALLOY AND TEMPER r QUALIFIED FOR USE WJ HV 0063-T6Tfi ALL AFTD 7E'PER 6063-T6 ALLOY AND TEMPER BLADE1(D'"&(2) —3366" _ 3.22G .._.... „.tscro" .\� o, 6063 T6 ALLOY AND TEMPER 124t., .670• z_3_?e + U6S" 4�\y 0" 6ua , 07 ` _ ... 841 M pa a v. 4.897" a 815__ r.tl92' I� n 0.072' .. 4,072" .-,, _T BY .ADJ" ADAPTER W,LIP -__ 4.a3s• ..._. .-.� 125" C6)MY ADJ. FLOOR RACK QUALIFIED FOR USE w/ HV (,B,HY WALK—OYER TRACK 920 — i �1 - QUALIFIED FOR USE WJ ITV BIADE(f)T4&�- QFIALIFlED FOR USE WJ HV BLADE )d C2) C9)HY TRENCH TRACK BLADE`1 # 2 6063-T6 ALLOY AND IEMPER ---- t.. 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV r-- 6063-T6 ALLOY AND TEMPER BI.AOE{2}ONLY. l�� Hd R. NGUARD �, 1.917•„ vARrtS o 1.036• 6063-T6 ALLOY AND TEMPER GUALIFIEDD FOR R 8a 2 W/ HV 1 99 " u'q - 083" �A63" Moz. - " VARIES 9.936° 6063-T6 ALLOY AND TEMPER .093' } � ___-_. 060 e 080' _-.._.._..._...._ o .__..... .-T v.. I � .OGD' �; a •+ 3 • u. 670 1. 091" ..740 ��' G70 i6A6... .060 .... 41C, _._. _ m 220`r •n: 7 S20 ®•259. E70 4�° .. .. _ 610.1 'i` {19j HV CEILING HEADER 'r`ng........._. STs, _J630 5&1 J QUALIFIED FOR USE wj Fav �� E /SILL C13� HD CEILING HEADER/SILL " ...._..._. BLADE{�R ba} QUALIFIED FOR USE.W/ NV QUAl1FiED FOR 115E Y( IiV ¢l HD WALL NF 9 5,? G D SEF SF:C7'IGMS FGR C/ACIDITY BLADE C9�°c (i y I D�R�S QUAL IFIFD FOR USE w HV 6063-T6 AHOY AND TEMPER SEE SECTION FORTrAI-IDITY SiMF(!l& (1 QUAUFlED FOR USE WJ FIV BLAUE(ij,Qh&(. 6063-TG ALLOY AND TEMPER SEE SECTIGNS FGR-VALID!IY 13LADEC1)& 6,T 6063-T6 ALLOY AND TEMPER T., 6063-76 ALLOY AND TEMPER SEE SECTIONS H;H VF.UDITY r 60P3-176 .ALLOY AND 1EMPER r ' MN%MNYMNI ! X r t ' OOMPONENT A D I{ T2LADE LW1PE .._...0, 2" 5°MAX.. 7/8" I 1/8" f yo 3" 0A90" f1 SIDE ANGLES R __..._. ..__ ......... 3 4UAtlFiED FOR USE W1 Hv ALUMINUM ANGLES 2" T MAY. 0.192° i 0.192- Frv�a) 4)-CORNERPOS S HtADF r?>8�RtC_2t QUALIFIED FGK USE Y!/ NV _--........ _................. _..�...----- - c_ } i3, 2,s' 7"••, 004 101906 fO 7 • • 0 A�.IFIED FQR �15F. W HV 5G63--T5 At.LOY AND TEMPER (SEE Y ANUD EMPER • • • • • �0) • • •��Bi.ADF'(1)'t�1�<$C o¢4#BF#U#I##Idddg`B • • 40063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE High Velocil• hurricane Zone 0 ®i • • • • • • • • • ®aoti •,,.�r+e„�°J,p,®� � Cy 2012 EASTERN METAL SUPPLY, INC. ONse PRODUCTRCVISES3 °.. s Z M MC 10 —, �° ° �... Ra ®i ..... MAXIMUM IMPACT HVI HV ascamptyinge7thfieFloida ACCORDION RwIdingcade ...:_ .._.._..a 1 • • • ......( SS 6).. Ac rdionslmtter4-stem Aat�cplz%1a;Nor -462 .a3e // BTHA NY ion[1ata,Q ZO�� `! S3P ��°_ • • • A A 2 v. DESCAIPf ?i FLV.TA � D—n by I F.R1. e�,� TILLIT•t�STIN 8e GIA RIN OMP Y 7495 WEST 2 ODURT 010 is-UOa06/01/14 pp ®d ( (Y� r° �®� esay n�.aew .s�. a ,i yawo ss • • • UATF: 06/01/15 R93a87i1 ,tfBuctC �+ .......... ®® �MV•(sos,9j>-ts3o�:(-s681>�7i�,s3l a HIALE'A41. FI” 33014 2 DRAWING No ONA1Eie-0006719.ro,n 3 i5—i 55 l®pq#t####/6tNtN vaALttR A.III IIT d, P.E. P!i {305) 823-2323 F'AY. (30S) P.,26-9979 e MIANII—DACE COUNTY P.E. SEAL/S17ATURE/0ATE ELOROALic. 44167 5 SHEET a 2 4F a$ • • • • • • • • • • 069 0 0 0 ••• 0 0 *NOTES ON HV LOCKS AN CENTERMATES: U s r �$'��1°'2 °��' Q r (� �3j��g'.,.{g5j 1. ORY CONDITION X1: ONE 14V LOCK t�or @ SMALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ',Jtl i OR 12"A80VE OR 8'OW 2 OF SHUTFER SPAN FOR SPANS UP TO 105', AND FOR INSTA TIONS AT ANY ELEVATION. NY LCCK or MAY BE USED S AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR CENTEP,MATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATEO ON .................... TYPICAL SHUTTER ELEVATION. l�a'E." FlOOR1CFHt at,If4T AWNS, Ty{0 FIV LOCKS OR OR ONE HY LOCK r��OR W TWO lll?vD.. LOCKING ROD AT TOP & BOTTOM SHALL BE SEQ,F ANY SPAN AND IN5TALLATI��AT ANY ELEVATION. 1 HV LOCK 2�2�W it$SHALL BE ATTACHED TO 1J OR X124 CENTERMATES W/ SAME SPECIFICATIONS AS PER e"V� 1 II MANDATORY CONDITION #t. LOCATION OF LOCK LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL / SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED S PER SCHEDULE #3 ON SHEET 12. Z ° 4.k°i52SJcvt�4t)4e A�4) / °W 1 3. • IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY'PURPOSES, UP TO TWO HV LOCKS OR MAY BE USED S AN INSIDE OR OUF.SIOE LOCK. CONNECTION OF LOCKS TO CEMERMATES s�,0 I � lOr..lti OSR4LBE SINDICATFO NDICCATED ON TYPICAL OFLOCKSSHALL BE SINSHUTTER ELEVATION. _ - 4. aoc-aYc ' LOCKING R005 ARE NOT REQUIRED At URRtCANE POSITION, BUT MAY E USI13 IF D SIRED TO ENHANCE SHUTTER PERF MANCE. LOCKING RODS IV OR AN ALTERNATIVE DEVICE (1}--••••"•••-•• ----- �¢3p� -' €` MAY ALSO BE USED AT STACKING POSITION (NON HUPRMCANE POSITION). CORD= 42. ONE HV LOCK( rg' L BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. WLOCK 4�rx SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, Y�— ATTACHED TO S CORNER CENI'ERM9ATE W/(2} 1J4 0-20 x I f2"LONG RAT HEAD SS. M.S.TWO LOCKING RODS 01 AT TOP & �l OM SHAi.I. BE USED. I.OM40N<JF LOCK S'kIALI BE S INDICATED ON TYPICAL.SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. s. • ONE ALTERNATE HV LOCK ZQ MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND i IN ST TIONS AT ANY ELEVATION, ALTERNATE LOCK MAY BE USED 0.5 A,N FFil OR OUTSIDE LOCK. ATTACHMENT OF 1/4'4-20x3/4"S.S. THUMBSCREW TO y OR y CENTERMATF.S SHALL BE MADE W/ 1/4"4-20x3/.4 ALUM, SEE END —' RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO CONNEC,TKiN LOCKS AT 1/3 OF SHUTTER SPAN. stiEEIS1QN P 6 r E H t 3> Kl D �+ P D R Y W % I re a „_„_, PILL WIGHT. ae NOTES ON HV T LOOKS AND C NTERM®TFC� .M' 1. SECOND ALTERMRITE To MAt�bAT CONbMTM t VAUD maty 't'LOCK fSd Am CENTFJEMATES� AND OF CORNER - EOB..HWV ........................._...........a�;�dnrn ._.__..__.._................. ONE ALTERNATE MN"t” LACK MAY I#MSTALLED IN LIEU OF FM1!LOC OR 49 FOR ANY SPAN AND CENTE.RNIATE INSTALLATION AT ANY ELEVATION. ALU NATE LOCK P03WY BE USED AS AN INS' OR OUTSIDE LOCK. ATTACHMENT OF LOCK INCLUDES USING REINFORCING LOCKER TLA,AS SHOWN ON SECTION HVG, SHEET % WHICH MUST BE Z2 �� -• .� CONNECTED TO CENTERMATES U`-4 AND 0 W/ 1/4'9-20 x 1 1/2"LONG S.S. THREADED SOLT W/ 7/8'4 x 3/32" it i{1 i +•� a WINGNu-,UH W/ 1/4"0--20x I"S.S.M.S. INTO A 1/4"9x 5/8"RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' `'3� MAXIMUM ABOVE AND BEtGW 1-s.,J4. USE OF n,ri LOCStING RODS"TOP AND BOTOM IS A9ANDATORY. p +fig}�RiS t>ri8}aR(g)+f�j� R *NOTES ON HD LOCKS & C NTERMATES: s1 f 7 ONE ALTERNATE HO LOCK(3) MAYBE USED IN LIEU OF ;19-fi)-(J,I� I'l,LOCKS r }R EOR ANY SPAN AND INSTAUATIONS AT ANY ELEVATION.ALTERNATE HD LOCK OS IMAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTAL44MENT OF NO LOCK Q.TO 3(-3°iS W/3 #8 x 3/8"F.H. S.S.M.S.. AND INCLUDES TYPICAL t1, FIV BLADE SHUTTER ELEVATION RONFORCEMfT:T INSERT Cl,, S}Kri4N ON SECTIONS Hog-4W 46C-HVC, SHEET 10. LOCK MAY BF INSTALLED AT rl.r s. MIDSPAN OR 12"UNRXIMOM BELOW DR ABOVE M@SPAN. USE OF LOCKING RODS(3.4 IS COMPLETELY UpT10NAL .• ••• . . . . . •• Yeteauulwey' • • •• • • o•o •• FLORIDA BUILDING CODE Nin Velocity Hurricone Zone ®�`�L�,• �,Ef~t�•, /,�®ir®� •• ••• •• • • • • ....... ... ---- 2012 FUTFINi METAL SUPPLY,INC eKKonucraL:wssD fir' 41 F s MAXIMUM IMPACT HVI H 3 ti�RC9mpg4ngwith thrsFtos7dR s e — `�° o IPdC.] ACCORDIONSHUTTER Bw1cu"s Code •'• T .�.. '° • C. • • _. BERTHA HV Acror"en Shutttr SYzte AsecPleatr t4a �-o Z�,03 �'%/ /S • • • (ASSA 111 26) N.V. CE OR W/O H.V.WOW HLAX&H.Y.RM P.+4+i n0ata 2o1'j m '� • • Ev.w OEscmprlow DATE n.—br: F.R.L. �Q STATE(fF ' TILLA TESTING �t E14 It 9ft C0�1PAO • • 7485 WEST 2 COURT BY -� ! 'P•'•. F d(e` evka n ^ro.aos A IWDW.FLORU*33t' • • t OLD 14-004 -ejDi/i DATE: 06/01/15 tlfiiamt' 'O ro ¢tCOntol ®o �s •Pj5�81t-1538• us:(TpsreYl-IST+.• • HIALEAH, F1 33014 s tat—eaw—". DRAWING No EB v'D0G:t9 PH 305 823-2323 FAX 305' 826-7979 e q {5-155 _ ®�Nl19HNdtpN,t1 WAITER A_',#Jr.P.E. ( ? { ) SI-{FET fWAA-0i--DADE CDt1FdIY P.E. SCAL/SIGNATURE/DAIF ELORICA II. T aatat s s _ 5 OF 2 0 641,411 • • • • • • • • • • • •• •• • • • •• •• ••• 6 111 • ••• • 411 POURED CONCRETE POURED POURED REOUREDRETE 8L0Ck7 ....1/4.4-20x3/4'SS. CONCRETE- 1 CONCRETERF4VIRT'R � CONCRETE ANCHUHS CONCRETE ANCHORSMACHINE SCREWS REOUIRE0 ZSCL SCIIE.LRAE ON CNCORETF.ANCHORS SH EFT` _ _ 13) j J -SSCHEDULE ON HEENUTS rG�•tY O.C. (KE SCHECULE ON SHEET 73) r,/� � i.. i. i t 1' — :' \ i-Min- 1/4'0-20x3/4'S.S. 0�-08 EO � UtMCFiM'/4C-20 TUTS ,:' yJ�._ ....��y i r- r. -EQ _Fa... 2ba"Max. i +. / ..... )�� )� ' �. lJ OR " 1 Yiit / ,: -f ,E {{; , _ ., a I neo• .250•Max. t I ! '' �' 1 •' ,�' aProHw_ t t III..................I t i MJN.SfP'WAT!thY t t I MIN.SEPARATION i TO CLASS(SEE a 1TO CLASS ((.. '5CH@UlE QN SIUTT `�' �' ♦ (SEE CHEDULE ON _-__._ 'LO 1 I I 1_)OR l4� ' MW.SEPARATION , � EKuSTINi, ., SHEET 12} .« ... C (Al STET 28 rOR ; TO GIASS I , (D (SEF GLASS � `' C1A55---y FAADE:'Ci)tx® f r P (SEE 5CNEQW CMI EXISTING SHEET 12)OA BY WALL HEADER INSTALLATION 1 GLASS @ BY WALL HEADER INSTALLATION CC BY A&L HEADER INSTALLATION EXIS___ - -- — exlsnNc .-----� - - t. Goss--'— r GLASS--t MW.Suwma, (1)OR �/�® i _ t. _�__. �� EXISTING ` _. MATO CLASS i TO GtasS(SEE --SEC , i SCHMAF O i 5!H-FT I ( _ = MIN.SEPARATON GLAS5J' t SHEET SCHEDULE 1 I2 FOR ET 20 r rh m t TO GLASS' I t r t ON SHELL 28 I a° I"--_.(SEF CHEOUI E ON-_ f / f t OPTIONAL ,D �... f AL _� - �) q t I N 1 4` Max. OPTION :t t� M4x. 3 OR 15 E Y �} r OR �9 V M" 1 2J ( � .... .........• .._ t f4'm-202314"S.S. R. r PHILLIPS TRUSS HEAD 1 1/4"o-:'.0x3,4"S.>, PNILUPS I/ ! MACHINE SCREWS USING .L i / CONCRETE ANCHORS mC % (y�C � A. t (_.............TRUSS --.2 MACHINE SCREYIS -- CONCRETE At4GHCRS ` \- t" 1/4-2C NUTS 12"O.C. Y -(SEE SCHEDULE ON W/ I/?'-2U NUTS•67 12'C.G. (SEE SCHEOIAJ ON SNFFT 15 SA} f' '� lAin. POL4:E0 CONCRETE SNEET 13& 15Aj POURED COtdCF.FYF//' OR CONCRETE BLOrN r REQMF.D -. OR CONCRETE RLtlCK I ONCRETE ANCHORS vtaLL REanREa (p� HY BALL�I��LNSTALLATION (SEE SCHEDULE ON �F}HY WALE. SILL INSTALLATION RbU1F0 CONCRETE. SHEET 14& 15A) /OR�CONCRETE NLUNLOCK ) _-' {E) HV WALL SILL INSTALLATION INSTALLATI®iJ DETAILS C9_; HV BLADE & 1 NO-ttLEOR SEE SHEET 4 FOR TYPICAL SHU COMBINATION 0 *TER t E.U. m LOGE CT3TAWE: H Y + LA) HV BLADES) AS APPLICABLE ASSEMBLY (SEE SPECIFICATIONS ON StIEV 14) ♦ SEE Ul, iAMNS OF USE FOP 2•-MOUNTING SECTIONS CAN BE COMOINLU BLADE EA)ON IWWT 20•• • • • • • •• IN ANY WAY TO SUIT ANY INST&LATION. ----- yg$ •lPffdd! --i• • • • • • • A01-111, t FLORIDA BUILDING CODE Birth Velocity Hurricane Zone • • • {�2012 EASTERN METAL SUPPLY, INC,00 000......... VfSPD �• •'• TE`_ ' % � MAXIMUM> IMPACT 9 V2 atm"PRODUCt'RBtham. �8 • • . . ®• • . • eeR"e`ankv�l SHUTTER i • •• • • i OLD t4_W6 ....._.-...._.._ at t1th"s Gag v.4lhttr ftai'ats "AccOr"s%kuttrr,Y.0 a Attildin (iM4 _ �C. Accx7+uu+rn No d d$.0.1 'k; fi�' ��(' ,s • • • (A5SA # 26) tt..91A6£ 1 W OR W/o N.V.VANEMiW BI. &H.tl.BlhUf Fx{aruxwn Da10 // Uf • • EY. OESMMION DATE ma . F.R.L. B,P.jA �-,JZ-aJ'� -t'1 Sp @. kr,�' TtLNT TN16TING &INOkdEER}hIG COMP MY 74M WEST 2 COURT P T-e:�• ®� 6A NW SA 5t.5t. A � �w3e�5a s elal/1. DATE 06/01/15 Tap %.O'• (QR1L1 ice" • �SsStaTt-1�. ox�1.15jS7t-1 • • lilAtEAH. Fi. 33014 z MEMOi Ctu. rt»1,t t t'anauf ® P arta ®aid®ds$PI�a*'r'�`®�° •• +WuT£R nun Jr.P.E y E H (305) 823-2323 FAY {505} 826-7979 m ----— DRAWING No �.t8-1�rJ' MIAMI-OADE Wurm P.E. SEAL/SIGNAWRE/DATE noPwA u�. 44157 5 SwEEr +s 6 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 POURED CONCRETE AKHOR : •a.'XIVA TGBr i A� CONCwLYE ^(SEC SCHEDULE ON SAFFT 14) m p,�m,(q� 1 r+ .) R �_Y REQUIRED 50,U)"�} �.--�--/- ........ EDGE OF I+ aanr'Ci'wrm SLAO IF a9!�atT A Rn + 1 0 !^cue u+n—w... x. r APPL#.'.A[ILE FXIStING o,AOEsIT 'a- 9ur.9r 1N i i CLASS ALTMIATE- j' � _, .... .. r � hNC:HOR f 4 i LOCAT?OF! (��7Cx3/4`HEX WASHER HEAD EXISTING TEK SCREWS• 12'O.C. '—^; I I I CONCRVIT. ANCHORS + (SEE SCHEDULE Ort SHEET 14) --9� E 'E9 EXISTING + + '' Mw OF CRASS—•+ 1 SLAB If EDGE OF APPLICAIF BLE r ? __St.AR 1 2 / PLIC B j a99.SEPAPA104 APPLICABLE %, -.0+. E. /� SLAB�- �,. /jJ/jJ is 1 -0 ams(SE e r APPUCABE£ .'r 122 PM el�iL�?Al r,lit - ® POURED-- f r ! //r ! 4 ! , / POURED 2e` �.....''1 OR CONCfwTE ti CONGRET / i {I&Qa3 \ REQUIRED ... E.0. _ A FLAT HEAD CONCRETE ANCHORS r (SCE S(21EOULE ON SHEETS 18& 15A} (d) BY CEILIN9 INSTALLATION > HV FLOOR INSTALLATION t ®r jjV WALK-OVER INSTALLATIONODVZRCTE , I --y`-- SEE SCHEDULER ANCHORS r 1 ._.........._...(;} __I JA (SEE ?5& 15A}i ("-6x99 O QL1 a®r-' v FAS11N r._....�.............__......__�_____ '_._—If_ f EXISTING EXISTING I u .�,1 GWS.v—•{ MST� �N GU'SS'-'{ MINO GLASS .SEPARATION 10 LASS GLASS'-' 0") -(SEE SCHEDULE ON._.• 1 _ _Z:J }'—(SEE SCt9F_01.11.} I I I 1 i i { a St1EE7 92) ' SttEET 12 .. c MAX, IMAX ' I W(t8) #IOX3/4'HEX WA?.+79Ew494xS/4' HFX HFA(l_ HERO TEP.SCREWS•SCREWSB"OC. _ 143 4C S.D.S, t4OR 1/4.9-20 S.s M 5. i t".OnC.Ri"rF .JdfHOAS z 6x.B I : :W/NUT (SEE SCHEDULE OrJ •9`D'Cr,�1d1 I SHEEP ?T+) ' / (l/ f.- F H S.D.S. EIY'E OF ? '�9.04`. SLAB Ir _• .1 /. / ,� APPLICABLE 1......CONCRETE ANCHORS � .. `�. \-KE NOTE 13(U) POURE:D CONCRETE...-1 (SEE SCHtC EOULE ON POIRTED CORETE U11 S110ET i /........__�_ .. .._._ f......"._....... OH CONCRETE BLOCK S1LEETS 15 k 15A.) RR,CONCRETE BLOCK _.�. REQUIRED ., OPnOrvi PDUKLU CONCRETE KI Hy WALL FLOOR INSTALLATION HV WALL WALK—OVER INSTALLATIQN Ra 110.0 C4) HV RAINGUARD INSTALLATION t INSTALLATION DETAILS / J) HV BLADE NOTE FOR.,CQ,M$t(j,AT10N OF SFli7tON5: ---- wM LP HV + t1'A� HV BLADES AS APPLICABLE YH1S INSTALLATION SHALL BE 1- SEE S6FFT 4 FOR TYPICAL.SHIJOCR ° E.D. - EDGE O15TAfJCE REMOVABLE WHEN PERFORMET) •` ATtO•S OF•TSEW'OR • ASSEMBLY (SEE SPErMATIONS ON SHEET 14) ADJACM TO AN OPERAOLEGRf 2- MOUNRNC SECHONS CAN BE COMBINED OR ENTRANCE • • BWDEIA.&I SWEE62B• • IN ANY WAY rO SUIT ANY INSTALL,TION 118 f11810th,' • lm� • • • • • • • s--... FLORIDA BUILDING CODE Hi h Vetocitj NDrr€cone Zone •"• ✓�r •• ••• •• •w V• • • --- ©2012 EASTERN MEfAt SUPPLY, INC. L` L �F •,' `� `" ,tNC. MAXIMUM IMPACT HVII IHV2 LL TEIRruTx rfwvlsty ACCORDIONSHUTTER as complyia8;.41A the Fkldda -- m • • E JC •1 c. • • BERTHA MV`�A, i.Shatter System #Building Q,dc Ff �-� _ • ••• (ASSA # 26) .V.BLU 1 F1 OR W/O N.V.'M E&NLAM V. M AcurtcnrcNo -0624®3 / TAlk®F r • • v.N M%RI?R8N OATE Drc�A,ty: F`.RL. t:grir Rul llntc �24a J? q`•, S 7tt T),IST TE:TING &t 111E I�1C C MP tS1 '' •. f P �✓ • • • 7465 WEST 2 GOURD I OLp 14-004 Jos/1 DATE: as rat 15 t gQ `R..n glss n,w._1546 it,M.ark.Kwmw� wis=R-%W.aye • • / NG No h4Im71iDade ; 86(0'104aaAs* •�YAne: aL9E�n.�i� 9v1 )ell-.,ysy rN(30;i} �NI3A^1. 3 FAX (305) 826-7979 a �IIJwI155 WAPA!--DADE COUNTY F.E. SEAL/SIGINATURE/DATE FLORIDA Lic.¢ 44167 • s 7 I OT 28 • • • • • • • • • • • • • • • :.a.: • •• •• • • • ••• 0 0 0 000 0 • . . ' . . °°° 0 0 ° 000 ° 0 SCHEDULE-ll S.QHE li F 2 SCHEDULE #3 ' MAXIMUM SHUTTFR SPAN* AXIMUM SHUTTER SPAN*"I 1" NOTES: ♦ SYARAnON TD GLA55 REQUIREMENTS MAXIMUM SHUTTER SPAN 1..+"' OR "I..-" (ft.} FOR INSTALLATIONS W/ C L+'" OR "L.--" (1t.) FOR R "L-" (ft) INSTALLATIONS (t)L+: MAXIMUM At LOIVABtF SPAN FOR A GWEN (1) SEE BELOW I-OR MINIMUM SEPARATION TO & OC OC W ONE INSTAil ATI W/ W/ POSITIVE AS[). DESIGN LOAD. GLASS SCHEDULE rOR SHUTTERS INSTALLED WITHIN* LW/ L-:MAX.ALLOWABLE SPAN FOR A GIVEN NLGATIVf. HV LACK or 4r or 10 LOCK G W CENTERMATES. 1 & 2 & W/ TWO177N J .�UR THE FIRST 30'-0"ELEVATION TT BUILDING 4 I A,5.0.DESIGN LOAD. NO, LOCKII . ROD OR CENNTERMATES & ONE HV I OCK OR OR LOCKS OR PNO MEASURED A7 RU71UF,d OF SHUTTER OR W NO` QCKiNG' OCKING RODS 0 TOP/64770! WJ ONE. FP! LOCK S W/ TWO l_<H;KING RODS I (2)PROCEDURE TO DEfERMtNE MAXIMUM SPAN FOR (2) MINIMUM SEPARATION i0 CLASS FOR SHUTTERS RODS J ONE HV LOCK �� OR � WALL MOUNTINGS OR FLOOR/CEILING; (3�TOP & BOTTOM *(SEE NUTS t) a� a(SEE NOTE }) INSTALLED ABOVE 30'-0" E1�vAnoN of )i4nLDiNG, R ♦ SEE NOTE 1' G'VEN A POSITIVE A.S.D. DESIGN LOAD,DETERMINE MEASURED AT BOTTOM OF SHUTTER 15 3". CONCRETE&WOOD MAXIMUM SPAN`L.+"FROM SCHEDULE. CONCW:TE &WOOD INSTALLATIONS O INSTALLATIONS b IIa ALI.A714NS(S GNEN A NEGMVE A.S.D. DESIGN LOAD, DETERMINE. VRl'Ve MS WALL MOUNi7NG'S MAXIMUM SPAN"I.,"FROM A"°.D(...0 ROOK^ING �...... Lw&SO4p6N ...... {+ ) ` -_.. fMIH 6dUR DETERMINED B ALE. MINIMUM SEPARATION TO GLASS 4CHEOULE� aS-0.PfSICN ALLO ttvD{a.st) W7dJ-tdOUNTIN4 }dOIINTItdG �(. {µo Lt & LW(q,&I.) F7.40k'CEHRtC NdJNTiN4 (.era-) _. . (+ -) rt44R/crvT7Lo Maur7pwcs AN IS FOUAL TO THE SHUTTER W/ON�F LOCK WITHOUT'LOCKING RODS L F to L-11 a Ia} L-(I} L 4 M L BETWEEN"L r'AND 18,-G, 30 _ 12'-3" 14'-Q' 30 13'-1' 16'-01 SHUTTER INSfALWION W/ INSTALLATION W/ 35 li-8" 14' tq° 12-8" � i4 10 3S 11'--9 . _____._. ----- -----..... COMEIINATK945 IN BETWEEN WALL W/FLOOR/CEILING SPA _CENTERMA7E5 CENTS 4p 2-3 1"-70 72 3 t3-10'_ 40 11' 4 12'-9" 40 72'-2 15'-2" MOUNTINGS: _ 45 11 ti -_-1 1 u 45 41`-i 12'-0" 45 ti'-9 19'-3' 105 3 S/Nes 4" __.. _ ----- -_--- FOR A GIVEN POSTTkVE A.S.U. DESIGN LOAD: OP. LESS 50 11'•7 12'-5 -I-/" 72--5" 50 t0'-9- ii'-5" 50 ti 8 _ 131-7, FOR GIV --—.- 5 55 10'-6" 10'-1 i' 55 i 4 3 12 11' L4+-MAX.SPAN FOR WALL MOUNTING INSTAL APONS. ALLOWED � 3 7/8"s ou 11'-i" 11'-4° 71'•.•0" .....11'-4° 40 90"-3" f0'-S` .... $p.— ..t S'-Q"_...--12•.4"-- L2+-MAIL SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. s UST-2 1/2'FOR HD LOCK(��t OR(fit . 65 — 10'-10' _10' 10 ._fD 7 _.....10'-!0* _-.By....._- ._10'.-a°...._.......I Or-p" -65 10'-�" 11'-11" LIQ INDICATED VALVES fOR H�"CEENMATf+S�. 70 10-6' 10'-6' t0-2" 10'-e" 70 9`-8" 9`-8' 70 10'-7" it'-S" FOR A GIVEN NEGATIVE AS.O. DESIGN LOAD: ._.. 4 .._._ UETCRMINE: 75 10'-i" 10'-t` 9'-10" 10'-f' 75 8'-4 9'-d" 75 10'-4" 11'-1` LI-,_MAX $PAN FOR WALL MOUNTING INSTALLATIONS. MINIMUM SEPARATION TO GLASS SIEDi 1F- 80._._- 9'--10" 9'-9 9'-7° 9'--t0' 60 9'-0" 9'-0" 80. t0'-0" 10'-9" is-= MAX- SPAN FOR fL00RfCFJUtd{,' MOUNTING StiLITTER,-W/ONE LACK„¢,.TWO LOCKING RODS OR Su" 9'-6' W-6" 9'-3' 9'-6" 85... B'-Q" 8'-9" BS 9'-9" 10'-5" INSTALLATIONS. .9(•-Y 7W0 LQOIGS 90 9,-y 9'-3" 9'-U" 9'-3" 00 B'-6' W-6` 90 0'-5 1PI I FINAL.MAXIMUM ALLOWAULL SPAN 15 EQUAL TO THE c IN$TALIATIGN V!/ IN Wf .� ... ...._..�------ --..... .,HOTTER _ 55 .....9 0° 8' 9 8'-9' 9'-0" 95 6'-3" 6'-3" 95 9'-2 W-10" MINIMUM BET'WLEN 11+'. "Lz i.","t 1.."AND "L2-" SPANVMMIErRICAL OPPOSING 100 8 9" 8'-4 8'-6' 6`-0 100 8'-1' 8'--9' 100 9'-0' 9'-T CENT£RMAILS CENTERMATFS 1OS 8'-7" T-11" 8'-a" A'-4` 70� T-it T-11" 105 8'-9° W-4" (4)v^0 TO ANCHOR SCHEDULE WI'tN FINAL MAXIMUM 105" ----- _--_ — _._ AVOWABLE SPAN AND NEGATIVE A.S.D. DESIGN LUAU iD 2 3f4^ •• 3 3/18" 110 8'-4' 7' 7" 8' 2" 7'-11" 110 T-8 T-7" 140 _ 8'-7 9 2" ^ ._.__....._..........._ _. _.._........_....._. _.-....._.. .............. .._ DETERMINE MAXIMUM ANr,HOR .,PACING. OR LESS ....715 8'-2 T-3. 8'-U' T_ -------- its T-6" T-3" 175 6'-d' B'--19" S1U5'TO MAX. 3 1/4'1'"• 3 1/4" -- -- - ....._._... ...... ..............._... ALLOVILU 520 80° 8'-71 7'-IQ° T--4" 124 7-4' 6'-1Y 120 8-� 8'-9" 725 7 70` 6'-8 7 8' 7' O' 137 7'-3 ..._6=8 t25 6 0 8'-y... 0 MAAIMUM SHUT SPAN "LF OR "L OR °« USE IS/i6'TUR HV"T" TOCK 130 7 8 b 5 5'-9" 134 !'-t1 6'•5" 130 7-70 8'-i _ TNSTALI.AT70Nti INTO W(i00$HALL BE L1MlTCOFTO 10i '%ALTUSEa4 1f8" FOR TiV•T" LOCK f W/ }7 -735 7 7 b 2 7 4 A' 6' l35 fi t 1" 6'-2" 1,5 7 H Y-_q" IR eA V s Psf. A.S.D.AShDESIGN 1 RID. US 'DI^ TFO At UT'S FOR IfV CENT MATF$� 740 7 5;+ 7-3' G'-3' 140 6'--10" 5'-I1" 740 7'-7" 7'-6" 545 7'-Y ., 9'- T-t" 6'-0" 10.5 5'-8' 5'-0` fay /'- i'-3" ....®°�.�.�."_ f $TALLATION LEGEND _. _.__ 130 7 2 5'-7' '7'-0" S'-1f," IhU 6'-7' __ 5'--7` 1S0_ 7'-d r'-0 '{• H.V. CORNER CE:NTERMATE �3 MAY BE CONCRFIE A MWHSORY WOOD 155 7-U 5-5" I fi-10" 5--8" 155 G'-G' - 5' 155 7'-..2 ..b J` USED AT ALL MOUNTING INSTALLATIONS. LOCKING ..— -.._..._ ..... ....._._...... .- SPECIFICAT70N5 a"HAI.t.BE AS INDICATED ON ..... ....... . iF0 6'-1?" 5' 6-9 5-6" 160 W-S_.. u..2` 160 T-i V-7" WALL. A P, C, D, E. M, N, 0, P, Q.R. -6' --- -- - I --- MANDAIURY CONDITION #2 NOTE: 05,SHEET 5. 765 6' 10' 5'-1' W-8' 1-4' itis _ W-S W 165 7'-0' 6'_4" MUUNFiNG F, K `170 W-9" 4'-11" 6'-Y 5'-2" 170 6' 2' 4'-'11' 170 6'-11 C-7" _.. _ 175 1'-7" A'-9` W-5" 5`-0" 1756'-1' 4'-0` 175 6'--9" - 6'-0` FLOOR,C171t ING C., H, I & J. T. U, W & X. --- MOUNTING 780 6'-6" 4'-8" 6'-4' 4'--10" 180 V-0" 4--8" ISO 8'-8" 5'-Ip° ...__......_.._......... __...........__._._..___ --__ _.... .............. ................�............."' 185 f.'-5" 4'-8" r W-3" h'-9" 185 5'-11 4'-6" 790 6,-4- 4 3 -... -.6 2 4 7 190 5'-10 4'-5" 1 +� ONLY . . .. 1 tHV YYY..�� t05 6 i a 3 8 1 4 6 195 S'-8 '+ 3' -195 6'-S" �5-5' ........ ... ....-_ .....-. ... ...... ..__....... 2q0 6-a" .. 4 - •• _ •6'•4'• rT'-3 200 "• • • • •20 205 G-O" s- 8'• S'rt • • • . FLORIDA BUILDING CODE Hi h Yeloci Hurtic4rt8 Zone .......... °off • • •••• ••• • • 02012 EASTERN METAL SUPPLY,INC r Q:'' Q�Cd4S '•,• •• ••• • • •• _. MAXIMUMIMPACT HVII °~ En-TEcx ACCORDION SHUTTER PAt1UUCt°T03Vt5(iD 1 C BERTHAK Awx im,'Inter System ussmnp)yigg wdut ehe Flas$da *; ('�/ : ;4` • (A5SA 26) H.V. 1 (31'i W• N.V.NAN60T1'BLADE$H.V.SUITE 91eiLeiR}t tk>r .../ At�`�aF ey • • • • • • • REV.N. DESCRI110N 4ATL Or4wn F.R.L. AcaPRmrt hod -0/Z r'�'• dts. TM.LIT TESTING F♦EIfGINETRING GOMTi4NY • 7469 WEST 2 COURT •0 Q':° • 1 OTD 14-004 06/01/it GATE: O6/07Ji5 Ta eun orow ;gyp°. �LflRtO .• ��.�.�s9.�.r51>.:,et.wRc1fA mss.f%� 371 Ph 4% )671-A50,Ft,:ta0s)b71•15�! • HIALEAH, FL 33014 1 DRAINING NO F{IamiO urtUetlo ,`s°ilryrP ;6eg9>va\° •• • o-rtw�L-OM?lg1M,4m T AN {305) 823-2323 FAX (305} 826-7970 a �� WALTER A.PULI Jr.P.E. MIAMI-DAF COUNTY P.E. SEAL./SIGNATURE/DATE FLORIDA U,.#44107 sSH - f 26 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 R ANCHORS SPACING LEGEND (SEE MOUNIINOS A 8,C.0 ANO F ON SHEET 6) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY _SLUE TAP POURFA CREtE ._._......._ TAPPER+.. A WA11 HEADS MOUNTING A WALL HF1P•7P� IdOUNTND (8�W7LL1 t1EA0ER MOUNTING WALL W?LL OUNTINO D WAIT.1 01NiTINa C&, WALL HEADER SgrOLWMG Qt) A.S_, a@ A.S.D. N N GAT{VE LOAD A.5,0,OESION NEGATNE l m -S,OA DE N @1E0A1TYE LOAD_ _ _AS.D.OESt6N NEOATIYE L s AS,D.OE51GN NEBATNE 40AD yt 30 40 80 75 0011-2011601205 30 40 60 75 90 120 160 205 30140160 75 90 120 ta0 205 JO 40 60 120 160 205 30 40 60 75 9D 120 18D 205 30140 a0 75 90112011601205 3'-D" 14 97 9 4 1 IO 9 0 8 6 6 14 12 50 8 8 6 14 1?. 1 9 A B 9__tl B 8 SS e 8 8 8 e 8 7 5.5 N 14 t2 To 9 a 6 a S 14 12 t0 0 8 $ -8- 8 14 12 10 $ 8 -8 6 8 94 12 16 8 8 8 8 3 ib 9i f0 9 8 8 6 8 8 8 9 8 A 8 9 O.S 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 8 14 12 10 9 6 6 e B 94 12 10 0 6 3 8 8 - 14 92 10!9 8 8 8 8 5 8 6 a 8 8 8 7 4'-0" 14 12 10 0 8 8 6 4 14 12 10 9 8 a 6 5 14 12 10 9 $ 8 6 9 14 12 to 9 a 7 - - 14 t2 f0;9 8 7 S.5 - 8 8 8 8 8 7 5.5 4 14 12 10 9 8 8_4,9 - f4 iz 90 9 8 9 6 4 14 iz 10 9_I.8__ 9 a 6 14 12 To 9 a S-- ---ta �2 10 '9 8 a 6 - 8 9 a _9 6 8 5.5 6 * SEE APtCEIOR __._.._. 14 12 10 9 8 B 6 4 14 92 10 9 $ 8 a 6 14 t2 50 B 8 8 8 6 54 72 t0- 9 8 8- - t4 12 to 0 $ B 6 7 S.B ^>PF.CIFICATIONS 14 92 10 8 8 8 4.5 - 14 12 f0 9 8 6 6 3.5 14 12 10 9 8 8 6 6 t4 12 10 9 7,5 - _ - t4 12 itl 9 75 S.S - g 5 8 8 7S Sb 4 3 14 12 10 9 8 bB - - 14 12 10 9 8 8 4.5 - to 12 1D B 8 8 a 8 t4 -12-"5-0 9 $ 3 - - to t2 10 8 8 7 _-_ - 8 5 8 8 8 7 _4 ON PiHEET 14 14 92 B 8 8 4 - ti 92 70 O 8 8 6 3b 14 t2 10 9 8 8 8 8 14 12 9 8 - - - 14 12 /0 9 8 TS - - 8-_-B _® 8 _-9 7S 9b 4 14 12 10 9 8 5.5 3 - t4 12 f0 0 8 8 4,5 - 14 12 10 A. 8 8 6 $ 14 1 98 7S 4 - - - 54 12 9.5 7S BS 3.8 - - a 8 8 7.5 6.5 a.b 3.5 - 14 12 8 8 S - t4- !2 t0 9 8 $ _ 14 12 i0 9 $ 8 8.935 14 12 -- 9 4.8 •- 1a 52 10 4 7S 4 - - 8 0 B-_-8 7,5 5S 4 J -14 12 10--9 8 S - - t4 12 10 9_--8 8 4_--- 14 12 10 $ $ -8 B--YS.B 14 t2 10 9 $ - - - 14 72 10 9 8 a.6 - - 8 --8 8 --8 8 8 45 14 !2 10 9 $ 4 - 5412 10 9 6 6.5 3 - 14 - T•_0" ._... _.__ .. _ .. t4 12 10 0 4.5 - - - 14 12 f0 9 a 4 - - 14 t2 -io $ -6 T 4 - 14 12 t0 5.8 - - - 14 12 t0 8 8-6 - - - a $ $ 8 &5 5 3.6 - i4 12 10 9 7.5 75 - - 14 12 10 9 8 6 - 14 12 10 8 a 8 6 - 14112 10 8 - 14 72 10 0.6 7 B B 8 8 7 5 k to 12 10 9 8.5 3 •- - 14 12 tp 9 8 4.9 - - f4 i2 10 8 8 $ - - t4 19 7 - - - - •- 14 tt 7 5.6 3.S - - 8 8 7 5.5 4S 3.5 - 6 0" 74 12 IO 9 8 - - 14 12 10 9 8 5.5 - - 14 72 8.5 3 - _ - 14 12 as 7 d - - g- �g5 T -5.5 4 3 - 7MISEFOR14 92 50 9 9 - - 14 ti t0 B 8 4 - - to 72 r0 9 8 8 - - t4 12 9.S - - - la 12 9.5 75 4S - 8 8 9 7.5 8 45 LIMITATIONS F9_0" 14 12 50 BS a5 - - - 14 t? 10 9 7.5 - - 14 12 70 0 8 - - 13 9,8 4 - - - - 73 9.5 &5 5 - 5 8 8S5 4 3 L6DEI�AI ONtaSHEE•SEE 8 T4 12 5.S 14 12 10 9 -4.5 - - 14 12 t0 8 7S - - 14 tib 4.5 - - __- 14 S1S 7.5 6 _ - - - 6 8 7,8 6 5 4 - -14 12 10 6 4 - - - 14 12 10 9 _.1 - - 14 12 -10 $ 8 - - - 14 12 5 - - - - - 14 12 8 14 i2 9S 5 3.5 - - 14 12 10 0 5.3 - - - 94 i2 to $ 6 •• - - 1.9 8,5 - - - - f.5 8.9 6.8 - - - - B 8 Sb 4b 35 - 9D•-0" td12 5:5 3 - - ti 12 m 6 3 - - - 94 tP 10 9 8- - 14 !OS 3 - - -- _ ie t0b 7--55 ---- _ -B $ 7 9S &.S 3.5 - ... - _ ......_.-._.........._......_ 14 92 9 4.ff 3 - - - 14 12 t0 9 5 - - - 14 1210 9 8 - - 14 It -• - - - - 14 it 7,3 - - - - - B _$ - t4 - - - 14 ti f0 - - - 14 12 t0 - - - - 05 8 - - - - --!0.5 0.5 8 4 - - - - - 5 8 5 4 A5 - - . ...._.._ .... ........_......_ __ _ ... - - ib /2 4 - - - 14 92 10 - - - 14 i2 10 - - - » 25 8.5 - - - --- -• - 2.5 9.5 8 - --_-- - - B 8 6 9 4 J - - 14 92 0.5 - - _ _. _ 14 t2...{�_. - - - to 12 70 .3.5..1 ...._ _ ._ _ _ _ }.t t0 7 - _ _ - _ 8 8 7 9S 4.5 .. id 12 S.S - - - - - 14 12 10 - - -___,_ 14 12 10 - - - - 9.5 7 - - - - - - 9.3 7 3S - - - - 5 7 4,5 3.5 J - - - _ 14 77 J_-_ - - - - 14 12 8 - - - 14 12 10 - - - - 11.5 8.5 - - - - - 1.5 8.3 4 - - - - - 0 8 Sb 4.5 4 14 t2 5 - - - - - 14- 12!f0 - - - - _ 14 12 /0 - - - - - 2.5 9.9 - - - - - - SS 9.S 4.9 - - - - - 8 8 8 -9- C ---- _ 4 12 - - 9 4.3 9 8.3 B B.S 4S J9 J 1410 - - - - - - 14 12;- - - - - - 14 12 - ^ - - - 0.9 5.6 - - - - - 1- i0: 8 - - �- - - - 14 12 _ _ _ ._ _. ... 14 12 ._ _. .. ... _ ._ 14 12 -^ - _ _ _ 1.5 6 - - - - - ;- _ - 45 14'--0" t - - - - .-_..-...1A_.12 i- - - - - - 14 12 - - - - - - J "% _J - - - 14 7 - - - - - - 14 12;- - 14 12 - - - - .10...4_....- - - - - '....8_...7:5.._��.......4.. .,.....T 14 11.5 - 14 12 I- - - - - - to 12 - - - - - 0.5 4 - 10.5 A 8 S 4 14 - �_ - _ _ - - 14 - - - .. 7.5 - - 73 - - 7.5 S.5 3.5 3 - 16'-o--t -. - - 74 _'- _ . . �1 HV BLADE OR ,1 HV BLAD£ t - .. .. _ 14 _ _ _ _ _ _ p _ _ 8... _ _ 8 7 4.312.5 3 14 - -• - - - - - 14 - i- - - - - - 14 - - - - - - - 10 - - - 10 ._ - - - - 8 7.5 5..4 ..- - _ _ 14 _ _ _ _ _ 7 _ _ _ 7 _ _ _ _ 7 5.5 3.5 - 113'-0" f4 ... _.. 14 .. ... .. .. 14... _ _ - _...6 _ _ _ 6 - - - _-_ 8 &S 4 3.5 W 1 HV WINDOW BLADE ,4 - - - - t4 - - - WORKING IN UNISON 14 - 9.S - �- 9b - 6 7 4.5 - •• ••• • • • • • •• 41µ►111@@@yP+® • • • • • • • • • N Tib e+sys • • •• • • • • • FLORIDA BUILDING CODE tHi!tt Velocity Hurricane Zane '' ®x • • • 0 2012 EASTERN METAL SUPPLY,INC. •• ••• •• • • • •• _ • • • . • T a MAXIMUMIMPACT HVI HV2 SHUACCORDION SHATTER PROd}UOrvwitS6[8 • - • • • • • •• 8 0EY'S1`14A AcztlldiODShutt erSystem �Nn,ptyie�w•IthQtaPTtxi+ta ;�..._...._..- - ,.> o ff' (ASSA # 26) 1 W M W 0 H. EiAUE Fi tiV.BLADE UuiKiV(lode SC9tP910N GATE awn 1.BLA Acrepl6nce A:n ..p Z .py`° % /fi A .:4y� TRUT }ESTING �ENCiNEER2ING COMf9lNY • 7485 WEST 2 COURT Ex11i is»1 Dale" 2oj' e��••' �OR1� `�°m�' A55 um m. !st«•3� a A 101,114 n.�x�c1t � 1 Oto la-DDa 5/at/t DATC: 06J01JI5 tip •41 4aa• 4;071-41 t5c*.F. rsp5JB71-1�:P • Ham. E1.• 3Dt4• 3 DRAWING No b1;mM() •Ontto) 'y@e4@tVAL49b"ttia �"•'wEe-oDu`5rt°s° °°' WALTER A.TIwT J1.?.E15-155. PH (305) 823--2323 FAX (305) 626-.7x79 4 MIAMI-DADF COUNTY P.F. SEAL/SIGNAIURL/DAtE n'0 '`"' 44167 6 __ SHEET 13 Of 28 • • • • • • • • • • 000 0 • 0 ••• • • 9ESP(#%'DlFds ncq�1QM MAX. SHMER SPAN, ASA *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES hET�Titc q,�FtAiOUN11NG TYPE F�(X)NCREIF It(ST�ATIONS (SEE uo"NGS G 0,A N ON Bian e&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: Pau=CONORM (A) TO EXIS'RNO POURED CONCRETIE(Min, tic - 3 kat) t4Alrn1 (g)WALL SILL MOUNTING CG}CE4LING MOUNTING (N}FLOOR MOUNTING ANCHt7RS SPACIN77 L [QD 1/4'0 TAPCON WITH ADVANCED TFIFEAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min.Fc=3 k21) SPUD _ •- tj4'6 x:f/4'ALL POINTS SOLS-SEI ANCHORS,AS DISTRIBUTED 8Y ALL POINTS SCREW.EKH.7&SPE(X@1.7Y COMPANY.(Mtn.1'c 3 k$1 (N) AS,D.DESIGN PEGATME LORD Pat ASLO.DE'SYGN MECJsTME EMD t A.S.D.DESIGN NEGATME LOAD Ps{ TAPCON WITH ADVANCED 1/4.0 BIDE TAP CONCRETE ANCHORS WJ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min,Vc r 2 kai) 30 40 60 75 90 f2O 180 205 30 40 80 75 90 120 98D 205 30 40 8G 7s 120 Igo 205 THREADFORM TECHNOLOGY -• 1j4'0 TAPPER4 ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND piSiRiBUTEO BY ALL PLXPd35 SCREW,ALT&SPECIALTY f4l 10 0 8 B 8 &B 14 12 t 9 8 6 9 8 t4 12 10 9 0 it 8 ------- COMPANY OR ANY OTHER APPROVED llCEH5E0 OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSP(pdS ASSOCIATION, IPC. 3•-0' - - - 14 1210 9 B 8 6 8 ALL POINTS SOUR•SET,' (Min,f'c-3 kat) OR U 10 9 8 8 0 8 14 92 10 8 8 8 8 6 1412 10 91.-6 -6 ��6 -6 BLUE TAP W/CAP 10 8 B 8 6 7 14 12 14 9 6 8 6 6 14 12 10 9 b 0 6 6 TAPPER+ Ai)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFDRM TECHNOLOGY ANCHORS ANO TAPPER+ ANCHORS LS 10 S 8 7 5.5 3.5 94 12 10 9 118 9 9 14 12 90 9 8 a 6 5 1 3/4',AHD FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. - ^ 921096 B 8 5.5' _ - _ _ _` _ _ _ _ ..._.._'.....__ _.............._ •b 4• P 1 - R BE 7 8'INTO THF.POURED CONCRETE. MENT 4 0 AL2)MINIMUM EMBEONENT OF 9/4 x 31 AIL 08:1(5 SOLD SEI'ANCHO S St{Ail J ND EMBED 10 8 8 8 8 < t4 t2 f0 9 B B a A.5 14 12 10 9 B 6 a 3.5 ITTED 4.0 20 S S MACHNE SCREW USED SHALL.LIE 1 1/2"IONG MINIMUM SHOULD STUCCO EXIST AND 10 B 8 6 8 45 14 12 t0 9 B 8 a 5.6 I4 I2 to 9 B B B 4.5 -^• STUCCO SHAH BE PERM - ... ,10 9 7.5 SS 35 14 12 10 9 6 8 6 5 ti 12 10 9 8. 7 5.5 4 � i'PA1HIMtNA FOR WALt.S WITH NO STUCCO. . ...........14.. 12 f0 b 6 8 8 4.8- AL3) !PW iASE THAT PRECAST STONE,PRECAST CONCRETE PAHEIS, PAVERS OR ANY VENEER BE FOUPHI QN THE FXfSTMO WALL OR FLOOR, f0 9 B 7 d 14'12 10 9 8 8S 3.S 14 12 90 8 8.5 9 3.5 3_ ..... _ ANCHORS SMALL BE LONG ENGUCH TO REACH ITdE MAA4 STRIiCTURE BET�Ct�SAID WALT.f1W5HF'S.ANGHOFLVTE SHALL BE A5 INDICATED ON 10 9 8 7b 4S - 14'12 1O 9- e a B 4.5 14 12 $0 9 B 6 4.5 ,70 NOTES AA)&A.2)ABOVE,FOR U}STALL.ADONS ON VINYL SUNG OR E1FS W0H OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 4.6 7S Ob 4.5 - - t4 72...10 9 5 7.5 53 4 14 92 t0 9,,. B 6 4S 3.5 INSTALLATION INTO En WITH MEPAt.STUDS SEE SHEET 28A. ----- "- 14 92 10 a a 65 5 3.5 JA_ 12 10 0 7.5 5.5 3 •- to 12 /0 &5 7 95 4 3 14 12 8 8.9 9,$ 8 3 �_ 2 _; (8) TO EXISTING CONCRETE BLOCK;(!'TM 0^00) 14 12 10- 9 6 8 14!12 10 9 6 6.6 6 76 14 12 1 8b 8 S 4 - - 1/4.0 TAPCON WITH ADVANCED TFWEADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.TW.BUI(DtX. 14 12 6 6.5 5.6 3 - - 14!92 t0 9 :8 B.b a.8 SS t4 12 10 8 7 5 A6 3 - 1J4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS OMTRIBUTE'D BY ALL POINTS SC1tfW,DOLT&SPECIALTY COMPANY. ..�- _ _ _ t4 -t2--M10 9 7.5 5.S 4 3 - 1/4'0 BLUE TAP CONCRETE ANCHORS WJ CAP AS MANUFACTVRED 8Y FLORIDA FASTENEP.S DIRECT,INC, 7'-0' id 12 10_-8 6.5 4 i4'72 b 7.5 8 4.6 I.S. - 14 10.5 7 5.5 4.5 3.5 - - -- 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS.INC,.AND Dt5•IRIBUTED B4 ALL POINTS SCREW, BOLT&SPEC'd4LIY 14 i2 t0 0.5 7 a _ 14!12 10 9 7.5 5.9 4 - 14 12 -9 7 7.5 4.9 - - COMPANY OR ANY OTHER APPROVED LICENSED OR A.UTHOWED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. 14 11 7 5.5 4.5 - - - 14:12 10 9 7.5 5.5 4 - 14+12 14 7 8 4.8 3 - ...}...._.. 10 B tr6 b - NOTES: -.__ - _._-......-......_- _=. 1� ..........._..... ____................__... Ft.1)MINIMUM EMEIMMENT INTO CONCRETE BLOCK OF OWE TAP W CAP ANCHORS AND TAPPER-I ANCHORS IS 1 1/4"AND TAPcoN mrm to 12 &5 7 5.5 3 - 8.3 5.5 4 3 - 25 8.5 .8......5... 4 3 - - ) j ...............i......_...9......_... ......_....._. ................._...._ - _.. ADVANCED THREADFORM TECHNOLOGY ANCHORS 1S 1'. 94 t2 9a B 9s 5 - - to 12 8 6 6S 4 •- 13 98 6% 5 3.5 - - - 14 12 10 a 6.5 6 - - 14 12 8 64 5 4 - - 8.2 MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO SHE CONCRETE BLOCK.NO I- - 19 12 8.5 7 5.5 4 - - ) 9'-D' - - - - - - - - - - - - _ EMBEONEM INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHAD.BE 1 1/2'LONG MINIMUM SHOULD 511tCG0 14 99,6 T.5 6 4 - - 14.11 7 5.5 5 3.5'- - it a lS.S 4.5 3.5 ........ _ EXIST.AND I'MINIMUM FOR WALLS WITH NO STUCCO. 9a12 8 6.5 45 - - - 14 12 8.6 7 6.5 4 '- - 14 70.5 7 5.5 8 4.5 -_ 195 $8 5.5 4 - - 14 f2 9 7 8 45'- -- to 11 t2 8 g6 ,S 34 - ST$TOM. RECAST CONCRETE PANELSS,,UPAVF.E OR ANY VENEER BE FOUND ON THE EXISTING VALL OR FLOOR, _ _ _ _ _ _ _ - B.3 IN CASE THAT F'RE�a 10'-0` _ - - ANCHORS SHALL BE LO Et H TO RFACN THE MA04 S CTUR BERND SAID WALL FINISHES.ARCHORAGE SHAD. BE AS IN 1C ON 11 10.5 7 5 3.6 ••• - - 13 9.8 6.5 5 f 4 3 - 10 7.5 5• •4 3 - - NOTES 8.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7,5 5b 14 11.5 9 6 5 4 -� - 2.5 4.5 e 5 4 4 - - FOR INSTALLATION INTO FIFS WITH METAL STUDS SEE SHEET 2Bk 145 8 5 t4,t2 S &5 5.5 4 13 10 O.S S 4 11'-D" - _ - ._ - - - 14 10.5 7 53 4.5 3s - - (,0) ANCHORS 541A1.L 8E INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. _ _ _..- _. t 2.5 9 8 ib a 3 - - 9 7 45 3.5 .1 - - ta t0 7 - 14 10.5 7 5.5 4,8 - - 114 8,515.5 4.5;3.75 - (D) SEE SCHEDULE BELLOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 - 14 t,.S 7.5 6 5 - - - 12 0 6 4.b 4 - - - -------- --- - SCACtNC- SCHEL'X1LE FOR ANCHOR- DIS t2'--0' _ _ 11.5 8.5 a.5....-......-_.... _. - 11 B 95....4 4 - - _-...8 ._6_ a 1 '_ _ _ _ SUR ANCHOR SPACINGS MULTI ARE VALID FOR{BGE DISTANCES B T BELOW.LL FOR EFAC LESS ThVJa'DE 1 CTAT REDUCE 13.5 5.5 8 -- - 93 9b 8.6 B 4 - - - - SPACINGIN Y OBTAINED SPACING Sr OWN O SCHEDULEELESS6T' MI FOLLOWING 0 6.5 --- - 14 10.5 7 5.5 4b - if 85 5.5 4.3 SS - REDUCED SPALIC•10 OBTABIEO Iri,2HG FAG'iGR SH4lt.N07 0E LESS 1H724 MOgtriA6 SPACING 8NDIGATF.fW FOR EACH ANCHOR TYPE. - .. ........ .... ._-. _ _ - 105 a _ _ id 7z 5 `a` 3 - - 75 5.5 a 3 - ,�'�- WJ ADVAKM nNffiADMM TE FACTOR TAPPER + 12.5 eb - 12 9 8 4.4 d 85 7 4 - - OEDGE MIN CMG ---- �-I-POINT SOLID SEP BLUE TAP W/CAP SPACING a e - - •- 13.19 6 8.S 5 - O.s 7.5 5 4 - - E D 3• 4- MIN.SPACING =3 1/2' LAN.SPACING�3• 3 3/4' 4- f A'.._0• - - - - - - - is 0.S 65 a ._ - - HY BLADE �( E P(2Aff15 CAPCr�tE5PA 1S :IT:ME,X T�41tWNE0 COlKRETE& POURED CONCRETE do 1ax19Fn O IE C(bSP.ElE @IfY:Y OICTANC - 9-- 7 44 3.5 _ _ _ T 5 35 3 - - - - CONCRETE BLOCK CONCRETE BLOCK _ !1 8 54 4.a - :. .. 8 84 4.S _ .. - W MR E0.•3 i/2' MN.ED-2 1 MN,E.D.-3 t M R ED,.3" ! L E0.=3 t ABN.E0.=2 1 _ 12 fl_ 5 _ _ _ _ - 9.5 7 4.8 - - - _ p p C 1�� _0,90 1.0 0.78 110 0.84 1.0 g = 8.5 6.5 d _ ..�:......."'......-...85 fi J....._ BLADE WORKING _ _ _ _ _ _ _ _ _ _ 2 1/2' 0181� _1.0__ - - 0.87 1.0 IN UNISON NO ..... 2° 0.71 - - - 0.81 10 _ _ _ _ _ - 0.5!8 5 _ _ _ _ _ 8.5..e.. 4 _ _ _ _ __...._ _...... .... --.. ..0.�1. ......... 715:8,5 5.4 _ I_ _ _ 9 6.5 4.5 _ _ _ _ _ 1 31,4e" ( 0.43 g _ Ii_.':6 .4 _ _ - - 6 4.5 3 - _ • • • • '- 0.35 L95 95 7 5 - - -1- - 8 T 4 - - Y1tt ,dM'A, p • • •• • • • • • FLORIDA BUILDING CODE (High VetDcitX Hurricone Ione J /®®® • • • • • • • • C2012 EASTERN METAL SUPPLY,INC. MAXIMUM iMPAC•I'HVI HV2 INS ACCORDION SHUTTER PRCTbt1CTREVISGA '� __ ___ --�BER'fli 11�1a Accnnti0n§huttar SysUun w complIving with Om FlnOdo J� rt g g • • •1 C••• • (SSSS # 26) H V.81.OE 0 I N OR WIQ KV.YODOW 8(ADC&H.Y,BWE HBiWiA1;COLO >*:• VI` :�-+` • EV. OESCRIPPON DATE [hewn F.R.L Ac<splsmca No -0 ?'4.p3' ',jSQSE td •u+> ]J'RUT �STIN �'€€eIGIN �tllNc oFjPANY • s xPi anMTms t,0(� `g C/g3•. \4Q;�w: 6S n 5,W } yy.� ,..X93�9c4 4 ni FLdkroa•T3v 749$ WEST 2 COURT 1 OLD to-wWa /G,/9, DATE Da 01/i5 •�frvne i(305)alt-TTTTT4D.F.,,- 05)871-111,�t • HIALEAN. FL 33094 2 DRAWING NO By '®7j (E•S;•••••••••�, t M+ru9caccm 3 A9imnl/Tate COn °y°IBh M L a e,®ems` WALTEREA >i rt a�.P.E. PH (305) 823-2323 FAX (305) E26..-7573 4 15-155 5 L11Ak":-UAUt Cii(1Pd 1Y P.F.. SEAL./SIGNATURES/ATE FLORIDA Lk.B 44167 s_..............._.._.. S'HEEI'14 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 000 0 0 MAXIMM ANCHOR* In- SCHEDULE FOR„ALINEN LOAD WMIGMA 11 DESIGN NEGAThE BRESP DING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE W)UNTIMS 1,J.X&L ON SliEET 7) W ;QrRj_ 11 ?BENCH ANCHORS.WNWETE ANCHORS SPACING LEGEND (DRAIWLIARD MOUNTING ( WALL/FLO K) W MOUNTING (DWALLIWALK OVER MOUNTING ...................... (45} A.S.0,0ES04 NEISAWE LOAD SPAN A."WA)ESION NEGATW LOAD(p,f) AS.D.DMGN MAINE LW CPA) TAPCON WITH ADVANCED • THREADFORM TECIiNOLOGY 30 40 75j 1***" 205 140166175196 T261lioliM 160 WjI20;l60jNSX 40 1 W 75 00 1 1 112011 ALL MINTS SOLID-SET 7 b 5 5 5. 2 '2 'l TBS-15 1- 1 31-0" 14 12 A a f ll 1 7 7 7 7 .11-ip... I........... 7 BLUE TAP 14 12 to 0 8 a a. 12 12 12 12 0.5 1) 6 _5 _j 7 7 -7�vi 5 a s s s 5 5 5 . . ........ R LESS 4 12 10 9 0 8 6 1....lfl 2 10 74 S 7 7 7 7 7 7 -7-_7- TAPPER+ 6 12 12 52 T 10 11 0 a Jill 6 1 a 1; 12 $2 12 1-s E.8 6 7 7 7 7 7 7 56--4- 5 & 5 14 12 10 11 0 a A— Ii E2� 2 5,5 7 5 5 14 12 10 a a L6.12 2 12 oz st a-4.5 15 7 7 7 7 7 7 65 6 5 5 6 5 5 14 12 9 a 6 a 6 il**12 12__T2_-10 17.6 6_5-4 7 7 7 7 7 -7 7 5.6 5 3-15 a -S-1 a 5 1 sd 14 92.10 9 s a 6 6 12_12 _12 _!I _2_2_6 4 7 7 1 T 7 48 24 A- q_-A- 5 5 4 _L :4 12 'fol s 8 6 6 -fi _12-12 12 10 7.5 $Z 4 7 7 7 7 7 7 7 7 5 a 5 5 5 5 5 5 9 a a 6 6 1-2-_12_W -6-", - - i 1***I***** **- 5 4 _ A-..5 5............ 4 12 10 6 12 .12 12 5,$ a 0 '5 - 7 14 12 10 9 8 6 6 43t-_j!1+H7__T _7 7 4 5 6 0 & 5 5 A SEE ANCHOR 4 12 10 9 a a 6 1 12 7.5 5.5 3 'lj�7 7 7 4.6 3.5 - I$ _!L 5 4.5 3,5 SPECIFICATIONS L t . ? **Y_ 7 5 5 5 M 7 7 7 7 12 1 9 1 L2 10 8 6 4,5 3 7 12 _12 12 _12_ ON SHEET 14 14 a U 11 8 7 7 &K-4 5 a 5 5 5 1 3 5 4 2411 .-PF 1 12 10 5 5 7 7 '1 1 -2 4 "o 7 7 .6 5 5 5 5 4.5 14 to ! ± 7L. 4 : 55S554 f2 12 �2 1 - 10 7 6 7 7 7 7 6 5 5 r, 5 5 5 5 5 14 12 12 1-4 12 to 0 8 a 5 5 12 W -�F--r 14 12 f to 9 11 -7 &S 4 -- 7 7 7 7 7 5 I-Hi 15 1 5 f" 0 VALID ONLY FOR LOP TO +70, -75 , . , '? - .3-3 5 5 4 7 14 14 1 -0 8 tl_ 12_-1-2-. 7 1541 4 3 7 7 7 '�IS 15_ - - _iL 5 6 5 41.5 'm_= - PS& A.S.D. DESIGN PRESSURE 14 12 10 0 e. e - 12 12 6 4 5 15 7 7 7 7 7 4 5 5 5 5 5 f4f 1 2 - 9 a 0 - 12 9 a 4 7 BY 7-7-- -6 -5 -5-, RATING & FOR SPANS PER I L.!A-- I-_f�_j 5 4 3 SCHEDULE #4, SHEET 12 4 12 101 a 6 17 11 7.5 6 1 5 1176� 7 7 7 76 6 14.51- 6 5 5 5 Sl, .14 2 1.2 6 5 3-5 7- 7 �4 4 -5- 5 11 s =4-3. - : I TO 5 s 5 s S 5 4 1 1. 6 a 6.b S.$ 4 7 7 7 1 7 10 - a 5 - 4 12 16.. 0 is 16X 4 3.5 - 7 a 35 5 5 0 5 4 3 - 74 TF-Ro--9 a a .12.-in-'gi- 5 4.5 - - - 7 6S 5.6 -4 - _14 12 10 8 8 ll OS 7 5.5 4-9 3.61- - 7 7 5.5 4. -5 5 6 45 J.s - - - .. ....... ...... A 14 12 10 9 8 8 12 -il .5 5 - 7 7 7 7 7 7 4,0 5 5 5 9'- 5 4 14 L2_to 8 9.5 7 4.3 3s 3 3 q 5 14.6 f�b 14 12 i0 8 8 ApL A- - 0 12 0 0 5 4 7 6 5 1- 5 5 5 14.5 5 - - -- is 14 _12 0 a a 1 IS " a 4 7 7 5 4 3 o -- -ti"--i- 3 if -0 _L4_j2 To u T2-1 7 5.5 4.5 3-5 7 j-:- 5 _It� 4 1 42 10 8 az oz 7 7 5 j-5- 3 14 1 12 1 10 It 6 55 4 _14 12 10 9 !T2 Ws S5 45 - 15 5 5 1 01 H v BLADE ONLY 2_2L .. ........A -5 f2 10 a 8 12 95 6,6 5 4 -1 3 5 5 5 4.5 39 ............ 14 f2 37 5 12'-0" 9 _1�2_ to 's 4 s 7- 7 5.5 4.11 r11: 5 1 5 5 4.3 4 3 5 94 12 10 9 8 10 5 7 1 1 6 6 5 5 1 5 5 4 - 4 2 10 0 10.6 9 6 4 3,5 5 5 4,6 2 10 9 s 11.6 8.5 6 4'5 3.6 13,"Cy,14 1 ................... 74_ to 9 a 7 7 5 �4 _3 ......... 6 4- 3 -7'i".i 4.5 5 Z, 5 4.5 4 12 10 9 fl� .4-15 1 2 12 '2 12 1 '2 '2 4 4,5 4 12 4 IT- 4 4 2 to 0. 4 14 12 to - - - - 10 75 5 4 3 6 4 3 - - - - 5 5 4 3 .. . . .............. 14'.-0"14_ 10.5 8 5.5 4 7 7'-5- 4 - 7--*** S ii- 4 3 10 0 7 7 1-4 12 lo S_ 7 7 - - - I _5 2 4-.'..-... 5 5 1 4 i-4 -12 IL5 wV.5" 14o 7" ............. ............ Ss _7 2.5 3.5 - 5 5 3.S 7 7 7 7 7 1 6 b 6 4 _94 3 . ... ... ... F 12 7 7 4.5 14 12 a 6 4 7 t 6 5 s 6 4 T4-92 I 6S -i- 3.6 14 7 8.$ 4 6 44 3 4 V e • e 4�5 0 1 7 7 7 a 3 m 0 0 00 Y 7 4Aj- 14 12 - - - - 0.5 7 s -5, 3 ................. 10 6 FLORIDA BUILDING CODE (High Veicci ty Hurricone z0fne 0 0 2012 EASTERN METAL SljPPLY,INC. . ................. .I MAXIMUM IMPACT HVIruraucrRsvcsRp HV2 'MCH ACCORDION SHUTTER MIERTHA HV-Amordion-SbutterSyl;tem /'T. 1 LT, U uj W its C, •F I�Ne 0 1 see (ASSA 26) HA�OWE 01 W/M W10 H.V.WWMW BWE&H.V. WE A"O.Willm No/5-04 L4.os • LT;ESTING & ERGINELDRING CO ANY S •0 REV.W DEstwilo" DATE p-by, F.R L 6 %* 06/0!/1 DATE: 06/01 a, Z�17 1,y 7485 WEST 2 COURT I OLO 14-ION p5 GY 00",_44; • MLEAK, FL 33014 2 .-..k 0_9�0_4_ - ORAWING No ...... .... 3 WAJTC EB-DWS710 - - -155 It k MIT Jr,p E PH (305) 825-2326 FAX (305) $26-7979 A 15 'INTYLORKIA Lk�#44167 6 MIAMI-DAVE M P.E.P'L E S11, 6 1b OF 28 MAXIMUM.ANCHOR* SPACING On.) SCHMULE FOR A GBQ MAX. SHLIT ER SPAN, DESIGN NEC,ATNE I= AND A__CORRESPONDIM MOUNTING TYPE FOR CONCRETE ®LACK INSTALLATIONS (SEE MMWWr.0.9,G.0 AND F ON SHEEt s) ANCHORS SPACING LEGEND CONCRETE BLOCK TAPCON WITH ADVANCED KWAIM C WALL SNTING D WALL sttt ouNmPtG (g WALL SILL. MOUNTING C& MALL t4EADER/SILL spm WALL µpUNTttds ©Wu1.jWALK OVERnlourmbtG TNREAOFORM TECNNOTECHNOLOGY (k) P.S.D.DESIGN N GA - t It ASD,MbWN E LOGO pal ASD,DENEGAINE LOAD S.O.DES"NEGATIVE LOAD et A.S.D.DE51OP1 NFGa1NE 40Ableal. A.S.D.D NEGATK LOAD BLUE TAP -30*1 40 160 175 90 120 fIH1 2D5 30 1 40 160 75 190 1120 18D 205-301 40 1 ED I 7S 90 120 180 205 30 40 1 so 17., 90 120 160 205 3q 40 60 75 80 120 11--205 34 f 40 60 75 190117.011601206 9'APPER4• -- 3•-0� ,l# 12 10 B 8 75 - - 14 1 10 9 14 12 t0 9 7.5 9.5 8 8 8 OR t4 12 f0 9 8 8 8 - 14 12 10 9 8 8 6 6 H 12 10 9 .e 0 8 35 .e 8 e- 8- -8 8 75 8 94 92 10 A 8 8- -e -3- 14 f2 f0 9 6 6 0 8 is 12 10 9 8 8 G - 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 7 e 8 8 8 8 8 8 7 }4 12 10 9 8 0 6 14 1' IQ 8 B e e S 9a 12 74 9 7 $.5 - 94 92 90 9 L5;5.8 - - t4 12 10 9 75 95 4 0 0 8 8 75 95_4 - 14 l2 10 9 7.5 SS - - t4 12 10 9 7.5 5.5 a 4'-0° 94 12 $0 9 8 7.S 14 12 10 11 8 7.5 b - 94 12 10 9 8 75 5b 0 8 -e 8 8- 1.5 b5 45 14 12 10 8 8 7g•._ t4 12 1Q 8 8 75 6 - SEF ANCHOR 94 12 f0 8 8 8- - - 14 12 t0 9- 8 8 8 - /4 12 10 9 8 8 8 4.$ 8 8 8 8 8 8 ? 14 12 YO 9 8 8 - t4 }2 14 9 8 8 6- # SFF. _ 14 12 8 76 0 - - 14 12 A 7.8 6 4,g - - t4 12 8 75 6 a5 - - e 8 8 7.5 S Im,9 - - la 12 9 75 s - - t4 12 9 75 8 45 SPECIFICATIONS J-0 14 12 10 9 8 - - ^ f# 1T 10 B 8 6 - 14 12 10 8 8 8 4 _ 8 8 8 S 8 6 4.9 3.5 14 12 10 9 8 8 -+ 74 72 10 9 8 6 ON SHEET 14 _ _.A_a._..... ._.... _ _ .. 14 12 10 9 6 - - - f4 12 10 9 8 7.9 - - t4 2 9 8 75 4.5 - 8 8 8 8 8 s 7.5 SS a 94 +2 40 �e 8 --_---T- 14 72 10 It 8 7.D - - '- 14 it.b 7.5 8 i - - - 14 19.6 7.5 6 5 - - - 14 t1,5 7.6 8 b__ - - 8 8 7.5 8 S - - - 19 _ _ 6-0 1# 12 9Q 8 14 12 to 87 9 - - 14 12_ 40 8 7 S - _- 8 $ 8 8 T 5 3.5 - 14 12 10 0 4S - - - 14 112 10 87 4 -- 94 92 90 9 5 - - t4 12 90 9 8 :4.5 - - 14 12 0 B 8 - - 0 8 8 8 8 fi 4.5 - to fl 10 a....b - - - 14 -92. 10 9-8 4.5 -__-_-- 3A 10 6.5 - - 3.5 f0 8.S S 4.5;- - 139 t0 6.5 S 4.5 - 6 8 8.5 5 4A - - 3.5 t0 8.5 5 - 3.8 tQ 8.5 5 bb - _ 7'_p" 14- 12 9 5 - - - 14 f2 9 7 6 - - - t4 12 8 7 8 3.5 - - 8 8 8 7 --6--4.5 - - t4 12 9 7 - - - - Y4--12 9 7_--6 -_- - -__.. .12 .... _.. _ 94- 12 19 6 - - - - 19 12 10 8S 7 - - - 74 t2 t0 7 4 - - 8 8 8 8 --7 5 4 - 14 12 t0 8 -- - - 14 t2 90 84 7 __�-�-�---- t15" 5 - - - - - 1 5 B.5 5.5 4,5 - - - Iib fI 45 - - - - 9 8 6.5 4,5 - - - - 1.5 6.5 5.5 - - - - - 1.5 8.5 55 4.6 - - - 4 716 7b. -. 14.11.5 7.8 6 a .... _ _ _ _ 14 1E 95 ., 14 t2 95 7.5 4-45 - _ t4 i1S 75 6_ - 8 8 8 7.6 S 41, - 14 112 9S 6 44��i1256.5 7.6'45 - - - TWN _ 8 _ 08 7E - 08 Tb 5 a - - 1%A 7.5 5 - - 8 7.5 S 4 - - .0.5 7b 5 - - 0,5 7.5 5 4 - - - UM ':10 9'-0" 74 0.5...4 .- .. ._ .. - 14 111.5 '7 55 _ _ _ _ 14 10.5. J_ 5.5 - _ -...8 8 -7 95 4.5 3.9 - - 14 105 7 - - .4 lob 7 SS - - - - L91.AOT.�" _ - _ •SEE NS OF 11$E FOR ON 5 _ _ - 14 12 8 85 _ _ _ _ - _ 8 8 8 65 6.5 4. ...- - 14 t2 5 ( - SF�EET 28 to 12 - - ..._.1...... _ _ _. - r- - - - 14 id 8 6.5 - - - - 9 7 9 7;4.5 - g 8 7 4,S - - B 7-" 9 t4. - 90'-0' 25 9 -. -.... 2.9 B. 6 - __. .. - '" B e. B- g p .. _ - 29 95_3 _ - - _ _...12.5 92) 3.5 14 1t..- _ _ _ _ - to it 1 7.5 _ _ .. .. _ 14 11 _ _ _ _ 8 8 J.5 6 5_ - - -..-14 11 _ - - _ _ _ f4 it - - -.._- 8,8 6 - _. - -. •• - 8.S 6 i 4 _ _ - _ 0.g.._ _ _ _ _ _ 8 6 4 - - - 8.5 44 _ _ _ _ _ _ 8.5 11 8.9_ - - :-...._ - - t5 89 58 _ _ _ _ _ .. ALM-55 _ _,,...B 8 S.5 4.8 3.3 - 11.5 85 - - - _ I,513.5 111 4 YO 7 - _ _ _ _ _ 8 8 7 8.64:5 - +35 i0 - - - - - 14 - - - - - 75 5.5 05 73 _ - Ins 78 4 -- _-- _ _B•••75 S 4 3.6 - - - 10.5 7.5 - - - q,5 7.5 5 ... ... .....- - -..... ...__ _. - Q5 Ts. 5 _. - ' ........ .. 2S 9.5 - _ _ _ .. 3.5 9.g 4,S _ _ ._ _ _ _ _ .. _ ( 8 6 8 b 4 - - - 2.5 8.5 - - - ._ _ _ 13.4 95 45 - -..._ _ _ 7 - _ _ _ - - _ 7 6 _ _ _ _ ,- _ _ _ i_ T 5 - - - - - - 7 4.5 - - - - - - 7S 5 _ _ ,. _ _ _ 0.5 8 .. .. 8 7 4b 3.5 - - - - 9.b S _ _ _ _ 9.5 7 28 8.5 _ .. _ _ 5.5 c,5 - ._ - .t.S e - - t,6&b --85 - - 0.5 5 7 55 _ 6.5 S - 6.5 5 _ - - - 14'-0" 9 3b 0 85 45 3.5 - _.g 4 -- - - 9.. 6:3 _ IDS 4 - - - -...Y 10,5 8 .:_.. BB 5" 4 - 6.9 4 - 0.9..�.. - - - _..M ..... _ _ .- b a5 - - 6 - - 6,5 _ _ _ _ _ .__ 6a - 0 _ _ _ - B _ _ _ _ _ _ 1) HV BLADE OR 1 HV BLADE 10 ^._ .. - - 70 - - - �. - - 9 .. _ .. .- - ... 8 7.5--8 _a _ - 70 ------- _ to - - - - W/ & HV WINDOW BLADE 18'-0*7.5 - - __ .. .._^..7.5 - - 7.5...-....._ - - 75 5.5 3.5 - T.8 •- - - 7b._.- - - '_ - - WORKING iN UNISON - -.. ®'`` L;ON1981P9�S® y4 •• ••• • • • • • •• m, `t Q.7i 441 d i 0 ••o 0 0 0 t 0 C FLORIDA BUILDING CODE 1,H; h VelOCity hurricane Zane e !$ ° EN •°• ad • • • • • • • • • Q2012 EASTERN METAL SUPPLY, INC. MAXIMUMf . IMPACT II HV PxoaLTc9ItE?wsTTr _` '� MCH. ACCORDION SHUTTER r n awi ng��,ying 1 o 03 y �'y ({- • r a �64 (ASSA 26) N-V.$I.ME B T WET Am rdian NDOW BLADE N.V.BLADEBatCP(0f r°i""p 6, • • • • • • EY. OZSQBIPIIgN RATE Yt}1[J :D61A 20, „'7+°•. ,cf ppyy P ,`W QILLIT•TESTINGQ& �iGINKRING COMPANY• • 7485 WEST 2 COURT D>a«�1.y. F.R.L. 7 ✓aQa•, L011tia ��0�` 47Sa N.9}s6ie.�.Se.lk"3,VANA GM[:[h5,RQa t e7=4 • OLD 14-004 /0111 LATE: 06/01/15 �^� -� • atol�(3D5:eTf_15S�.To • HW.EAH. PL 33D14 2 MemD4 .,icon .T H� '-s+� • • • l DRAWING No ®a$'4d4M9H914H1®1+a00 c-mak��000�19•<� ' WALTER A flLur J<.�.F PH (305) 823-2325 tA,)' (305) 826-7979 4 15-155 MIAMI-DACE COUNTY RF- `.TEAL/SIGNA1URE,/OAI(... )RI I.� # 44167 5 15A OP 26 • • • • • • • • • • • •• •• • • • •• •• MAXIMUM ANCHQR+ SPACING fin SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NEGATIVE A.S.D. DESIGN LOAD AND A MERESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHLE1'S 18 &. 19) �EE3 t___J B R F=- SOUTHERN PINE No. 2 W/ MIN. G=055, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX DOUGLAS FIR W/ MIN. G0.50 W/ MIN, G-043 W/ MIN. G-0.36 PLYWOOD MAXIMUM SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS (ft) M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS P & Q W & X W & X W & X _ .................. .....":Dits GitNE ASA DESIGN LOAD(pst .GATIVE ASD.DES1Gt4 LOAD(psf EGATDIE ASD.DESIGN LOAD(Psf NEGATIVE A.S.D.DESIGN LOA4(psf CMWE A.S,D.DEAGN LOAD(psJ NEGATIVE A.S.U.0E 1DATIVE A.SA DESIGN LOA9(pef 30 40 60 75 90 705 30 44 60 75 90 105 30 40 60 75 90 105 30 40 60 7.5 90 105 30 40 60 75 90 105 30 40 60 70 40 6Q 75 90 945 -0"OR LESS 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 6 8 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 4,5 4 3 6 5 4 4 4 3 4'--0" 12 90 10 9 8 8 6 6 6 5 4.,5 4 12 10 10 9 8- 8 6 5 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 .. ._._ _.... ....._... - 5'-p^ 12 1q I0 9 8 8 6 6 5 4 3.5 3 12 10 1q 9 8 8 6 6 4.5 35 3 2.5 72 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6'-0" 12 10 10 9 8 6.5 6 6 45 3.5 3 25 12 10 10 9 8 4.5 6 5.5 3.5 .3 2.5 2 12 10 10 9 6 3 6 14.5 3 2 2 - 6 5 - - 7-0" _ 12 90 10 9 6.5 4 6 5.5 4 3 2_5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 3 5 4 4 2.5 2 - - 6 5 4 4 - - 8'-0" 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 92 10 10 5.5 3 - 5.5 $ 2.5 2 2 - 12 10 10 4 - 4.5 3 2 - - - 6 5 4 - - - --- -- --- i 9'-0" 92 10 10 5 3.Si- _6...4.5...._. 2 2 92 10 8.5 4 - - 5 3.5 2.5:2 - - t?. 10 4 2.5 - - 4 3 2 - - - 6 5 3,5 - - - t0'-0" 92 10 7.5 4 - - 5 4 2.5 2 - - 92 10 5.5 3 - - 4.5 3 2 I - - -- 12 10 3 - 3.5 2.5 - - - 6 5 - - - - _...................._...... . _ 19'-0" 12 10 5.5 - - 5 3.5 7, - - - 92 1Q 4 - - - 4 3 2 - - - 12 90 - 3 12.5 - - - 6 5 - - t- - 72 Q 12 10 4.5 - - ;- 4.5 3 2 - - - 92 1D 3 - - - 3.5 2.5 - - -- - 12 10 - -- 3 `2 - •• - - 6 5 - - - _._. _.................................... __.. .... 1 O" 9 2 10 - -• _ - 4 3 - - - -F 12 10 - 3.5 2.5 - - - 12 7 - - - - 2.5 2 - - - - 6 4 - - - - 74'-O" 12 10 - q - - 12 7 - - - 3 2 - - 12 5 - - - - 2.5 2 - 6 3 _ - - - 15'-q 92 3 - - _ 1.5 - - - 2 _ _ _ 16'-0" 12 - - - -f 3 2 - .. .... - - - - t NOTES ON ANCHORS REQUIREMENTS: WOOD SU8'TS RATES. 1.ANCHORS TO 1WJ_FLOOR OR SOub WOOD SOFRT SHALL 8E AS{oLLOWS; 174'4 TAPWLDE OR TAPCON WTH AU✓ANCED PENETRATION AS TF.0 INDICATED T EACIiOR`.i,AS MANU 14ETUREO BY \1) H Y BLADE 0 �1�) H V BLADE W/ I.T.W.BUILOEX WJ MINIMUM S{�&NfACTTi PENETRAflON AS iNGit,g71D AF EACH SECTION ON SUEE.7'S 18& 19. EX0HMSN. SEENOTE MiUN GN'. � HV WINDOW LADE WORKING IN UNISON 2.ANCHORS TO HOLLOW CE�UNG SHN.t.BE AS PER MGitJJ'ING TYPE U,SHEET 19 AND SNAtt CONSIST OF LAG SCREWS AS PER N.D.S. 2012 SP OPCATIONS. 3.SUBSTRATE SHALL CONSSST Or THE FOU.OWiNG: ♦ SEE.LIMITATIONS OF USF.Of -SOUTHERN PANE N. 2 WJ 0O (N.D.S) BL4DE CA)ON SHEET 26 -DOUGLAS FIN WJ G-0.50(N.D.S.).S.} - -SPRUCE PINE FIR NORM W/G-0.43(N.D.S.) ..._.._ -SPRUCE PRS FiR SOUTH W/G-0.36 -ABK 1/2"CDX PLYWOOD(1988 APP) • ••• • • • • • •• 4.ANCI40fiS SILL BE INSTALLED FOLLG7ANG ALL OF THE RF.COMMENDAT"S AND SPECIFICATIONS OF THE • • • • • • • • • ANCHOR'S MMNUPAGNRER. gA81119ftAPB • • •• • • • • • FLORIDA BUILDING CODE High Veloc'Ly Huriicone Zone • • • • • • • • • t � }2012 FASTN METAL SIPPLY, k iA MAXIMUM IMPACT HVI CH. �[-_ T . N vaCrkonttcritltACCORDION as ll&%a+9p n iti ISte FtorEsa:: v..; _ • mc.. • B@RTa9A VV At MIM Shatter System 6 f1k�C 4' • • • • • • • • (ASSA 26) N.%ACE 1 W 0R W O Ii.V.ANWN R H.V.O An'ep1RJCi AO -O Z.�-,OS " ; ,'Ly® • • OESCRIPT" DATE f)f*-b, F.R.L. 6vaJ nn 1kgQo Z TIS ALUT tESTI G ERG[ FIRING GOMI•ANY 4sr: • 7485 WEST 2 COURT 2oJ7 ',y qP,°'�'>` Liss N.W. .s.,sr"•sts wro: wn F,�R a},ut � I oto 14-004 eJD171. OATS: 06j01/15 ' 4 F e$- no ms: sos 871-1 T HWEAH. El 33014 2 y� ea •• • e 1 "� yc Bn-Liz • DRAINING No I TIL JI j,cem PH 305 823-2323 FAX (30s 826-7879 a q C g C WAITER A tiLUT�r-A.E. ( } ( ) i ad®6 J5 Nf S MIAMI-Da.UE C}Ufd?Y P.E. SEAL/SIGNATURE/TAfLOR{GA L% 4419: SHEETLE e 8 F 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • 060 0 0 MAXIMUM ANCHOR+ SPACING (in) SCHEDULE FOR A GIVEN Max SHMER SPAN NE9EIVE A.S.D. DESIGN LOAD AND A CORRESPONDING MOI LATIN TYPE (SEE MOUNTINGS ON SHEET 19) !EE3 l _J EE3 !S3 -T- $ PS?1:ES ON RNChtORS REQUIREMENTS; iVOOD SUBSTRATES SOUTHERN PINE Na. SPRUCE PINF SPRUCE PINE I.ANCHORS 10 WALL,FLOOR.OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS,- 2 OLLOWS:2 W MIN. G-0.55, FIR NORTH FIR SOUTH - 1/4"0 TAPCO14 OR TAPCO14 WITH ADVANCED T14RMFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY MAXIMUM D UGLAS FIR W/ W/ MIN. G=0.43 W MIN. G=0.36 1,T-W.BUILDEX W/MINIMUM THREADED PENETRATION AS INOICATF.O AT EACH SECTION ON SHEETS 18&19. MIN.. G=0.50 f EXCEPTION:SEE NOTE 2 BELOW. SPAN (ft) H.O. WALL MOUNTINGS B4O- WALL MOUNTINGS D.C. WALL MOUNTINGS 2- ANCHORS TO HOLLOW CEILM SHALL BE AS PER MOUNTING TYPE U.SHEET 19 AND SHALT.CONSIST OF S & V S & V S & V LAG SCREWS AS PER NDS 2012 SPECIFICATIONS. _.... ..................... 3, SUBSTRATE SHALL CONNSM Of THE FOLLOWING: GATIVE A.S.D.DESIGN LOAD(pal IEGATWE A.S.D.OESIG LOAD(ps} EGATNE AS.D.DESIGN LOAD(ps .. ..............._......_- 11051. ..................___- -SOUTHERN PINE No,2 W/G=0.66(N.D.S) 30 40 60 75 90 105 30 40 60 75 90 905 30 b0 60 75 90 105 -DOUGLAS FIR W/0w6.60(N.D.S.) 3'-0'OR LES; 12 12 12 12 12 12 12 12 L-2 12 12 92 12 12 12 12 12 12 -SPRA.10E PINE FIR NORR4 W/G.0 43(e4 Os.) - -- -SPRUCE PINE FIR SOUTH W/0-0.36(N.D.S.) 4'-0" 12 12 12 12 12 12 12 12 12 12 12 92 i2 12 12 72 32 i2 --MIN 1/2'COX PLYWOOD(me APA) 12 112 12 12 12 12 12 12 12 72 12 12 12 92 12 92 .1.......10._ 4.ANCHORS SHALL BE IW31ALLEO FOLLOWING ALL OF THE RECOMMENDATIONS MID SPECIFICATIONS OF THE. ...__... 6'-0" 12 12 12 12 12 12 12 12 12 12 12 i2 12 12 12 9.5 9.5 8 ANCHORS 7--W12 92 92 12 12 112 12 12 12 12 12 10 12 1?_ 12 10 $ ._H... _ _. _ 8'-0" 12 92 1'221_2 12 i 12 72 12 12 12 i6._5_9 12 92 19 8.5 7 7 9'-0" 12 12 72 12 12 10. 12 12 12 11 9 8 _1F_12 9.5 7,5 6.5 6 12 12 12 12 11.5 9.5 12 12 12 10 8 7 12 12 8.5 7 6 5.5 _._.... 1 _............._. ...- _ 12 12 12 12 10 8.5 i2 12 1, $ 7.5 6,5 9212 8 6-....5........5_ 12'-0" 12 92 12 1 5.5 9. 8 12 12 10.5 8 7 6 12 11 7 6 -5 4.5 13'-0" 12 92 12 10, 8.5 7.5 12 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 - 14'-0" 12 12 12 9.5 8 6 12 12 9 7 6 4.5 12 9,5 6 5 4 3.5 15'-0" 12 12 11 9 7.5 5 12 12 8 6.5 5l 3.51.58.5 0 ;4.5 4 3 - __ -..........._...... Y 16'-0" IT-12 10, B.5 6.5 4 1,512 8 6 4,5 3 - 1HV BLADE ONLY. .. ... . . . . . .. eiN{ilttas • • •• • • i•e •• FLORIDA BUILDING CODE Ni h Vriocity Hurricane Zone \®4, . .•••... t1j'`®A`®® ••• ••• ••• ••• • • •• .-.__ _. Q 2012 EASTERN METAL SUPPLY. INC. ®s' '��CENS<r`'•�l''p vuu T imc. MAXIMUM IMPACT'HV1 HV 1/T ODUCCR19VIMM �.._ ® ACCORDION SHUTTER em mmf4ofts with 0x Flm4a, �k--. a ------ _._. _ 8 THA HV Arco db�.ShtAi r S lel¢ 13u{Ic9n8 4'o3e z :" •• • •1 m C♦• • ys ................ ® • (aSSA 26) 11 ,8 1 OR W O H .1fldDt}iV B &H.V.KADE Aot®pUmw NO -0 4 Z D3 i..t- -f p 11a1c °G®f-9 AT F ,•q;, TRLIT PESTIPI•G ✓�E{�i1N� 1NG JC • DESLRIMiON OAIE Tkavn bY. FR.L. / * • 7485 WEST 2 4'Oi1RT /J/ ._ a''p•. y Ass aw. 1 a sxe, i5ner�n txs,n�ep;�Ti • +El 14...404 .../0}/9. DATE: OE/01/TS , 's • o,ro�{,',09J87{ SYJ. .oxo;165)671-17.I • "W.FAH, F"L 33014M16mi1 AUCI(A1 rot ®id4S' \®\\® x-maa:G1T�cassaoirom ORAWiNG N10 PNIATILLIT x.P.6. PH (305) 823-2323 FAX (.:405} 826-Y97t 15-155 MIAMI DADE COUNTY P.F. `aFAS�`tPNATIJRE/DATE rLORNA u,g 44167 ..__...._. SHCF F 17 • • • • • • • • • • • •• •• • • • •• •• 090 0 0 • 000 0 0 . ^ ' . . ' °= ° 0 ;z 40- � * NOTES ON Hp LOCKS ANp CENTERMATES. C5.1•.(4)� tao; OVERRATE �4°LOCATWx L. 1• ONE(3 H.D. LOCK SHALL 8E USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, (( OR (30)4,13)AND AT ANY ELEVATION. (34} N.D. LOCK MAY BE USED AS HOe.-tdvA ``�-Db INSIDE"OP. UTSIDE LOCK, ATTACHED TO M HEAVY DUTY SYMMETRICAL. CENTERMATES WITH (3) #8 x 3/8" LONG FLAY HEAD S.S. M.S. LOCKING: RODS (�5)ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. gig 2. MANDAIG& CONDITION f 2,' LOCATION OF(3� H.D. LOCK, SHALL BE AS 5 z Z INDICATED ON SHUTTER ELEVATION, i.e., FOR S}NUTTER SPANS UP TO 105". "• (3d H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF' SHUTTER OR AT 12" Fg ABOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", H.D. TOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. `� heLom IN _ 1 II I N E SEE END 1 � CONNECTON i DETAILS ON SHEET 24 1 1YF. FULL -� unaumEn aaM- I HEIGHT. 7.—_ TYPICAL HV BLADE SHUTTER EILEVATION N I.S. •• ••• • • • • • •• A:ggtr�( '°®®i •• •i ••i i i i•i •• FLORIDA BUILDING CODE (High VelocityHurric:cane Zone tuivi�. �9°a •• 996 •• • • • •• ®2012 EASTERN METAS.SUPPLY, INC. MAXIMUM IMPACT HVI �= IF&UTTERMCH. mc°]J ACCORDION SHU2 Pttt�fiJC'T RL'✓dS'RP � ! .... .. n5 oonViymg with the Ft rids ? • •• ® 1 N O•• 13E&TAA HV' Accordion Shutter System Bu@klingCnJn y'd%�, of ) KV Tom: 1 W OR 9&-n. B &KV Bt aaePtansrwoPS-o62¢.@, 7s• —+---- • • {ossa 28 3 ®Y- <cr • • EY.N DESEflIPT OH OATS OYcen b: FR.L. TILLi'f•TES7 G �NG I!ERIN C ANY �oI/+ DATE: OEfatl�s dx' ionUuteo 2017 : tQR1UQ°'.•'C��O®® �Z.ry • ,.�S twl.�Wi= 0 HIAL WEST 2 COURT � OLD ,a...wyt fay o y • •F1pr:{36587@-�ti}6.F�:{J05}877•SI HIALEAH, FL 33014 2 Miami iT>mic rulurt Ccmtm@ ,'pPofyaa@@114@@@N��epo, a-maEe Nli�eur.®c�.ron a DRAFrltd6 No WAUE;f A. mur J` r'. E. Pii (305) 823-2323 TAX (30P.) 828-7974 4 15-155 SIGNATURE DATE MIAMI DADE COUNTY P.E. SEAL FLORIDA uSHEETc. R 01sA 6 SHEET / 1 • . e 29 OF 28 ••• • • • ••• 9 0 hhC NOTES: ♦ SEPAPATiON TO GLASS RFOfRFLF.MPPITR MAXIIAUM SHUTTER SPAN (T) L.r: MAAMUM ALLOWABLE SPAN FON A LIVEN MINIMUM SEPARATION TO GIA-bS FOR SHUTTERS "L+" OR "t-" (T1.)aF POSITIVE AS D. DESIGN I OAR INSTALLED AT ALL ELEVATIONS OTBUU DING IS 3". INSTALLATIONS W/ S)WIVIETRICAL L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE *t�51 OR.37, A.S.D DESIGN LOAD, W/ ON(' IID .44 I. K & NO (2)PROCEDURE TU OETFRMINE MAXIMUM SPAN FOR LOCKING R DS ♦ WALL MOUNTINGS OR FLOOR/CEIUW: COVEN A POWTVE A.S.D. DESIGN LOAD, DMRMINF MAXIMUM MAXIMUM SPAN'L+'FROM S(AiEt!ULE, A.S.D. POt1RED CONt;ltTTE INSTALL ADONS G1VFN A NEGATIVE AS.O. DESIGN LLWD, OETERMINL DESIGN LOAD MAXIMUM SPAN 1-•I"SCHEDULE. (P-0 f) N.L.MOUNTING CONDITIONS _..._.-_,.____ FINAI, MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE (+OR-) L+ (fl) -...L- MINIMUM DETERMINED SPAN BETWEEN 'La'AND'L-' OR LESS 35 14'-10" 18'-0' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR °°•°°°°°^ 40 14'-4' -- 17'-90" COMBINATIONS IN BETWEEN WN.t W/ FLOOR/CEIUNG INSTALLATION LEOEND .-.. ....... 17'- ......_ MOUNRNCS: 46 73'-it" 17 6 SUOSIRATE POURED 00KRETE SO 13'-6' _._.17-4 FOR A GWEN POsIlIVE".D.DESIGN LOAD, MWNTINGs (SKEET 22) __. __ ........_._.. DETERMINE: 53 13'-•3' 18'-10' WAuI AA& EE 12-11' 16'-2 -__-- Latr MAX. SPAN FOR WALL.MOUNTING MOUNTING i0N5. MOUNTING 60 L2+= MAX SPAN FOR ELOOR/CEILING PAOUNTiPMG 65 12••-8' 15-6' INSTALLATIONS. --- --- 0,008/CF0 ING BB, CC, DD, 70 .12'-.+6 .......... 14-t1" FOR A GNEN NEGATNE A.S.D. DESIGN LOAD: MOUNTING FF & GG 75 f2'-3' 14'-5" DETERMINE: 84 12'-q' 14'-4" t-= MAX.SPAN FOR WALL MOUNTING INSTALFAIIONS. _.85 __..._. 11'-��__. 13-7 Lx-- MAX. SPAN FOP. Ft.0CR/CE@LINC MOUNPNC ._ __ _. IN5TAti AAONS, 90 11'-6' .--. 1'-3' ..._. FINAL MAXPAUM ALLOWABLE SPAN IS EQUAL TO THE .... MINIMUM BETWEEN 11-t-, 1z+', "Lt••'AND "la-• 100 10'••S` 12°-8" 705 1Cf-0' --12'-2' (4)GO TO AtniOR SCHEDULE WITH riNAL M.VOMUM ALLOWABLE SPAN AND MAXIMUM AS U. t}E61G44 LOAD 7O -- - ------ -- '-8• DETERMINE MAXIMUM ANCHOR SPACING. t 120 8'-9' 11'_5•.. 125 .......... 10.-9'.._..._.... 135 - -- ......................................-.......... 140 . 145 -.............. ;0,_4" ............................................._......... - - —......_.................. t50 ... iD'-2" I55. ...._........... 70,_O. 15.5 3'-7' .....175.__.._............................................... 1 IG - - 9-4' '-2, � ) '-2° V LADE ONLY, 9'-0. 195 •• ••• • • • • • •• ga16444@@@ff@@@@d@ • • •• • • • • • FLORIDA BUILDING CODE (High Vetcefty Hurricane Zone °•,.....,. ID 2012 EASTERN METAL SUPPLY,INC. ®�@; `GES . d�®p • ••• • �• • • •• --- MAXIMUM IMPACT Hsi FIAf2 TER . DAC.FACCORDION IIJ luwyfnB I�oTu�rTaevTSEo � � �,.-'��"'~. 41 @tae fo & a 0 1 A BERTHA HVAttwtt&an ShutterSpim 1)uiPdLng rose aa ? ` f`�' z • {ASSA 26} it, t W OR W/O N.Y. 8 Y.ata 4Ptatett No -Dy'l. ! • • • • • • Y. OE4CRWT@ON DATE Mae"p.. F.R.L. Tv;T,i 2,n Throo® 4.G3 STATE Q}• '�: TIM.IT TESTING!z ENNNEERING QOMP Y• 7485 WEST 2 COURT Zoll �O•, ,c `q(r� • sari lNw.jalh.sjt Za.�',,�y•vwr @yoRl 3,T ow to-oo4 tot/t OATS: os/D9/15 PIy ! lhd5":{30S761i�iSSt3 ox (Oo�}�1-15 • MIAL£AH, FL 33014 2 DRAWING Nn Mfe@ni nxTacl .or, ! ®®i®® °'•e.. °��®®o� •• • tat L—" 3 i a® @A 4ayea+a"`�®` HALTER A THLti jr,P E. PH (3U5} 823-2323 FAY. (308) 826.•.7979 A 15-155 MIAMI-DADE COUNITY P.E. SEAL/SIGNATURE/DATE ELgRRwU, li3ttr s SHEET e 25 OF • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • *SPECIFiCAT10NS ON ANCHOR REQUIREMENTS: POURED CONCRETE 5U9STRATE mcmRs SPACING LEGENLT MAXIMUM ANCHOR* SPACING-(In.) SCHEDULE FOR A GIVEN (A)ANCHORS TO WALL.SHALL BE k5 FOLLOWS, a rAFcoN MAX. SHUTTER SPAN, MAX3MUM A.S.D. DESIGN LOAD AND A _. 04 CORRESPONDING CORRESPONDING MOUNTING TYPE AA)TO EXISTING POURED CONCRETE: (Mtn. Cc3192 psi) pr INSTALLATIONS FOR C•ONCp� - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T,W. BI)ILDEX, 6]k�: NUNIMUM EMBEDMENT INTO POVIiEO CONCRETE Of TAPCON IS 1 3/4". A.2) 10 EX61ING POURED CONCRLIL.: (FAin. f'c = 2899 psi) POURED CONCRETE - 5/160 TAPCON XL ANCHORS,AS MM4UFACTURED BY LT.W. BUIIOFX. MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET 22) MINIMUM EMBEDMENT INTO POURED CONCHLIL OF 5/16"TAPCON XL ANCHORS IS 2 1/4`. SPAN 4,3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PA✓ERS OR ANY VENEER BE FOUND ON THE (ft) USE MAXIMUM VALUES HI:IWEEN POSITYE AND NEGATIVE A_S.D. LOADS EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTUHE BEHIND SAID 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 WAIL FINISHES.ANCHORAGE SHALL BL AS INDICATED ON NOTE AI) ABOVE. FOR INSTAL I ATIONS ON VINYL SIDING OR EFS CONSULT THIS ENGINEER. 8,-9" g" 4 1/2" 3 112" — (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECItICATIONS 01 THE OR LESS ANCHOR'S MANUFACTURER. ' 4" 3 3/4" (C) SLE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. 3 1/2" 3„� - - UP TU 12'-i" 4" — >12'-1" 4" 3 112„ — — — Idi 1¢�MUM,RIREp EDGE DISTANCE FOR ANCHORS LIP TO -- -- - _------- MAXIMUM ANCHOR SPACING,ARE VALID FOR 18'--0" 7 1/::'" 5 Ip" q" — 3" EDGE DISTANCE FOR 1/4'0 TAPCON AND 3 5/8- LOGE DISTANCE FOR 5/16"0 TAPCON XL. .{. RQTE• T. $ VAI-T)ONLY FOR UP TO ID'-0"SPAN (-Z HV BLADEH LY `g0geo`gi41NNT htq'ry® : 0 ••0 0 0 00 i FLORIDA BUILDING CODE (High 11olocit• Hurricane Zone ®®\'�°,.�`�l��SC °.�'��ipr • • • • • • • • 002012 EASTERN ME-TAE SUPPLY,INC. y C r• ••• •• • • • •• � MAXI inns cT Hv7 as SFRT PRODUCT RSVTACCORDIONSHUTTER ® • • • • Y ......_ ._..._..... BERTHA Arxalnlum6 torr S?sit!nt as wri*ying xith OIe Flo" !ci • • • • (ASSA � 26) H.V.B A 1 W ()R 1V10 H.Y.H1Nr E&N,V. [h141ding CuJC �' M 4 DESCRIPTION DATE Drown - E.R.C. Accrpnaese No •-O6Z .63 kr•• TWLIT TESTdMolk EHMIN£ERINC COMPANY.• 7485 WEST 2 COURT 1 OLn 1a-Tma )6/Ol/1: DATE: U6/fli f'i ' P✓:pim am ihna o Zvt7 �LOR401`' �kP®y'i 0330 FIX lrn.sukw a*.Yi41N`n�WWL�NS.FL00%J>Z -- 1rn :(3A)BT•—IAO.tOY:ods �1-1.81 HIALEAH, FL 33014 2 [Ty gf,4r''BlQ�Q11.�`1a0a+sa®°••• • a•,r«rEfttaa �agl.co,n • 3 DRAWING R WI,m�3eC} hfiam36 q au0n 0+b1ITAH1®e4 wALI�'.rc A Tatir Jr.F.E PH WS) 823-2313 FAX (30.5) 1326-7979 a MIAMI-DAVE COUNTY P.[_, S[AL/SIGNATURE/DATE FLORIDA Lk. T 44167 ' Sf1EEi • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1875" ,2'MIN. CLEA AIYI r ¢ {0625';.U625"� ~ I 0 BLA.T]E TOR _ EXTERIOR I FocE 06'25" SECTSON X—X I HY WINOOW BLADE SCAT f: 1" - 1" I /. f }' .1875~ BtAlSE'S ' --a`m oPErJUJG-._ !. I .0625~ � -• POLYCARBONATE IMPACT RESISTANT HV WI NDOW ' � BAYER MAKROLON 3103 POLYCARBONATE o,n625 ` `' � �� RESINS, UV—STABILIZED GRADE OR SABIC �Ea E0 i '' <;4\ ' INNOVATIVE PLASTIC LEXAN 103 RESIN FLAT PORTION ; (SEE NOTE "F" ON SHEET 28 . 'I R1.7500�44) EXTERIOR 'r t e}1 — 1 MY WINDOW / POLYCARBONATE SOURCES FOR 4 0 APPLICABLE RESULT it 02.8 7:} PPICAL PROPERTIES STANDARD mt2 &wcn moxw REFERENCE /:fzEnct Pu�.ttc { _ --_ _................ , l•) / ueu�woLcat X103 texw Toa+spa V • 3/4" SF•E_ CIFiC GRAVITY ASTM 0782 \, I ON CEWERS , `u? / ,� 0.04.3 Ibfin' 0.043 ibf:n' ..... , ' e;A "✓ TENSIMECHMLECAf YIEL ` •s�"'L �" � A STRENGTH 2 7f8"MIN. --- I 1 �m� _ , ASrM ooae 9,400 p.s.f s,5ao p.e.r. CLEAR '°. 2 t/4` T I U. ELEXUf:At STRENGTH AT YiCLD ASiM D'T80 12.500 p.5.1 1.3,400 p.s.:. SEPARATION I CLEAF. 4'' ,q z R.ERURAL.MODULUS ASTM 0790 340.000 s.i. 345,000 BETWEEN I I oLIftttJ �c,y;:4.....,:=.`- p P•9 i. `-03.%500 IMPACT.; H aDt TABS 0625' 03,Uoo0 f OPENING$ NOTCHED 1200 ASTM [112t61 2SO 18 FT-Ib m 17 TT-IbFn 0625' =..... .. . � FIRE JBURNING CN$BA9TER6TIC5 SMOKE:DENSITY . � ASTM 02843 47.2 % 54,5 %MAX SECTION Y—Y RATE Or BURNING ASTM UE36 C-1 CLASS C 1 CLASS I k SCALE: 1" 1~ "!'}UUP SELF IGNITION ASTM Oi829 t040'F 880 I _-........._ __...__............._ 1 1iiyEerurRlN_r,: ASTM G155 TENSILE STRENGTH AFrCR MTHERINA:>TM 658 9507 p.a.l 8840 EXTERIOR ELEVATION TENSILE STRESS WORE WFATHERIhG .45lM 638 8461 P.SA 88$0 P,S,' ._.. I SCALE:: 1" 1,. 12-MIN. CLEARAkL I aMAW.daTTpn' TYPICAL HV WINDOW BLADE (1,N AND T - FU t POLYCARBOWAT� •HV- !VI:lpQW DETAIL ,ALE: 3/8"=l* • • • ,t •+"'� ' P jam�$ -' • •• • • • • • FLORIDA 8 ILDING CODE 49h Veiocity Hurricane Zone e°°°Q��.•'• � •., ® • • • • • • • • • Q2012 EASTERN META(.SUPPLY,UdC. o so ••• •• • • • •• - g ;'•.�� MAXIMUM IMPACT HV1 2 Z�� .IAC. ACCORDION SHUTTER as tMzgflying witL the Fdenfdz r;_�.'�5.. - - { C. DuildingCWd - RYHAHV Aa>oedcott Ampum Na -D Z of = �f ��_• • • • • (ASSA 26) H.V.Bi.A[f 1 W OR W 0 H.V.W D &H.V.BLADE inn i>Gt ` / •4✓w• • N DESCRIPTION DATE Gxp 20/7 4•° �� • Tg LtT TE.ug%.. E!vi1'NE£RING%'wR NYt► 7 WE. 2 COURT (Damnb: E01/ ,��j•�, a'� (}P•r`�®a• i,55�N.W.W.9L�Rt4.�.NR�i-idlN'.AP(�VS.RUHi�� t oW t4-croa /Ot/'r DATE: os/Oa/16 B41cDniG 11.91 ns ®OOSPryf "'•"'•S6 at°'®i•• �a•owal•-100.sa::(Wa*19Ri • HIALEAH, FL 33014 t t,� ®•moa:ra1•mN4d.rora • • y gDRrAINING No y ``jPfTdIPO H4�60\40°`4° t.H-QCAa777 p},I ! ) 1 J"1 WALTER A mLIT Jr.>.E. i30S) 823-2323 FAX {305 826-7979 MIAMI-DACE CQUNTI' P.E. SEAL/SIGNATURE/DATE FLORIDA U4.@ 44,61 5 SHEET • • • • • • • a 000 • • • • • • • •••••• • • •• ••• •• • • ••• • • •• 0 0 • GENERAL-LOA AND ONDITIONp�aE Fob 0 U„ I.MA%.A.S.D.DESIGN PRESSURE RATING:+110. - 110 P.J. l 2. MAY.SHURER SPAN:90'. _ 3.ALLOWED MOUNTINGS:A 0,0&N ON SHEETS 6, 7;AS WELL.AS MOUNTINGS M,O,T, U&W ON SHEETS 18& 19. 410 ONLY CEt1TERMATES 2t(607H Wf lib OR�'�)UT ARE ALLOWED WRN ` g � L�?27AEllSYM pO�MC �4' a t 4 wt(251 c Z MUST BE FNCLODEO ONLY 0 T EXTERIOR ACCESS DECASE O OPp .4 TTEE r -� G mz 1s� "..JA _ _ , 5.(A)HV WMRMW"F1�SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGSTYP.EA 133M s r o (3'P TOLES)FOR(Di PER BLADE AT SPACING--SHOWN ON SHEET 27. • oo ' £ �y (G)MN,CLEARANCE FROM TOP OR OU"OM EDGE 06 HV V1NDOW BLADE IA) `= _ -- OF ANY 36 HOLE FOR 44 SHALL BE 12 ALLOWVAX,5 Wk10pW5 � -.. J l l WN00ET)AT FDI Aui tC)FiRST 1s15T SU%OE COWWG OLYF FROM STARTERS AT ENDS MAY BE HV WINDOW BLM?T:h�ate+ wWnOW BLADE i�Jl (D)HV WINDOW BLADEBE USED ALTERNATE TO A SOLID HV BLADE{D a ® THROUGHOUT SHLfi Ii tMUST ; ge � tE)C fRMATES SHAl.t.ALWAYS BE MSTALLEO ADJACENT TO A SOLID W a +� s J • ! BLADEi AT EITFIER SOE OE THEM. DOW e6_ SEE END t r ! g r; , t4)SHALL BF.*KFALLED 51)Tf TABS FACE THE NTNTERIOR OF iTHE OPENNING BENE PROTECTED.HV WNOOW 44 MUST BE CONNECT" i 4 ONLY INSTALLED AND LOCKED US'NG A IN SETTING TOOL PR4�0 BY AS54, s s OETAk.S ON SHEET 11 TYP. - ' ' , ffi8. `' s .'. r , s . t ULL HETGHT. -- _ 1 I 'Ap 6.SEE ANCHOR SPACING SCHEDULE FOR 1NSTALIATtaNS INTO WOOD FRAME. BUILDINGS ON SHEET le,AS LIMITED 81'SPAN AND DESIGN LOAD(SEE NOTES P YP •_.. '1j 1 &2 ABOVE). 8 SEE ANCHOR SPACING SCHEDULE 60R INSTALLATIONS INTO FOUR CONCRETE OR CONCRETE BLOCK WALL G?j SHEETS 13&14 AS LBMRU BY ......,�....._ ( SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). �'S't (SEE PLVN FOR RED IRFMLNTS) 8. MINIMUM Sf.F'APtATtON TO C1A55 SCHEDULE: p y -../ TfP TOP&BOTTOM yf Lir ( SHUTTER N SPAf M—Ug-UMt -- SEPARA710N TO W.AS$ ��... 96'Mar. S' ELEYAT(ON 'A11 SE LIN sm i0 NMS _....... Fw!'itlN(i CIA'a5-- .SEE YSiSHEE iM SFq'kF 12 6(W E9ADF(Q ` Atc CN SHEET 78 rov fAfLti'a 04 A) nJr i. 1 .......... - t�f?) Tip, vWtj!0� OR�t5 AJ87 r �5 NOTE d ASML) PLAN ,�• __.�.._._ , touem w5x. TYPICAL J} ENV DLADE WORKING IN UNI S9�WlT�,'L�lQ�; t� SI�ItI'r�t� q-111— • • •• • • • • • FLORIDA BUILDING C E High Ve ocit HurriCOne Zone Jrd®�s • _lEi _ _ t�2012 EASTERN MEAL SUPPLY, INC. 11, ® •• PRC)TN.tC:TRt?vI.SBD `•8�,•` CA+�f j,®®°., • ••i ••i ••• !� lC. MAXIMUM IMPACT' 1 V2 ® _ __ '_..._� ACCORDION SHUTTER uacempfyv,gnilAlhelTOrrgw 808th BQAV �... I C BE AHV Ac I[li ,l [Ger Syyt Atwplm,m R:o -0 2.¢.03 J r�lL ••—•-►�� • • • (ASSA # 26) }W Yt 0 H.V.W�dfXlw BLADE&H.Y.BLADE "pi Ua4s 7-017 � *s • TMT TESTtG I EN`INEERING 44PANY• v.N oE�ruvlTON DATE Theon F.R.L. 7485 WEST 2 COURT Tyy STATE OF • edsga.w Jth,St.V..s#IRGUA*a 0 to P-Altlov 3AC OLD 14-1004 lu1/1 DAIF.; 00/01/15 Nt to:(3uIRa7wI!IA.A.:(wft 1.15.x! HIMEAH, Ft. 33014 2 ®®' •• • e�+ari!:lib" t , 0 • s DRAWING T4o WALJER A.TLLLO" P.E. PH (305) 823.-2323 FAX 05 82x1-797Q 4 (3 ) 15-155 °Jt t �Ym FLOR,DA U,# 441137 AdIAAAt-DAVE t;{iUN1Y P.F. S AL°�yJRyJP �URE�DATE e 0 28 0:0 • • • • • • • • • • • •• 00 0 ••• • • REMAREO M(NIMtJM --,'YAItiES INSTALLATIONS W/IQ HV BLADE & HV CE TERMATES 1 < -11000'Max.r 6•x 1 1/2.0.0.35•THICK M&,.ASTM A-053 CRAOE 40 43b INTO METAL STUD WALLS Min.G-60 GALV.STEEL 4, METAL STUDS AT I s-O.0 w t __--- -- o -----' 112 _ 475" GENERAL LIMITATiANS ANO CONbITIONS OF USE3 1 4"s OM1NA W FOR BERTHA HV BLADE ACCORDION SHU R ALUMINUM SLEEVE aeNMtrtd 430 Fi 12 u x 6063-15 ALLOY ( , M:n. � a,f / u,� Y STUD 1 3/rx G 1Id'r 0.039"IH7CK 6sn.i 43c .:'( �.. .d`y�_.. , ASTM -6 Q?AD T40f 1.G-6El,1 / 39 �,, ; I -- --- 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75SMARATIONT S —SCHEDULE .0 3' �'-1 ASTM A-ED GRADE 90 Mtn.G-60 8tl 0'O.C. Mme, W/(2)12E0 FASTENED TO SCUDS LE11STINC F7N1<.,H 1 d (1,5.1. 1- wJ(2) 6x1JY K FXE DI+ j A'APf9iCAOIf N R MINIMUM I.... 1NTER,OR&Lx,Ewaa rA�-E , MAX. SFdUTTER i M+N. riEPAfaAl Ktt4 ,,, G Z. MAX. SHUTTER SPAN: 84" SPAN L (in) SEPARATION (4s��LENcna T° EXISTING G�ASa 70 GLASS TO GLASS (SEE sGriEoliLE) ti' 43 w 3. ALLOWED MOUNTING:(.J ON THIS SHEET, 84• GR (43�b 1 J4"�-2OX3" BOLT (rTP.} LESS AS APPILnNr FINISH MUST PENETRATE 4(3c 1- AS APPucADLE 4. ONLY NTERMATE 21 W!(24f HV LOCK ARF.. ALLOWED .REQUIRED MDalMuea t _'`J a WITH �1 ARP GED A S AMETRICAL LAYOUT, 1 3 4^x 6 t/45t o.Q35•THac w:,.1 V . Gor.GAi sr-EL TRACK CNAt6JEt.I 4 430 j USE O {2} 5 (6" LONG, MINIMUM} MUST ALWAYS BE ASTM A-053 CRAllE 4D AOn.G-80 ' ' �L 250° •.DSO" I L INCLUOEp A7 ERIOR OR INTERIOR ACCESS SIDE OF a.l.._.._.._ I GAtYANTEEO fASTENED TD ST&15 ®6'00 � M(2)ti0.1/2 TEK SCRFu:ov ` CENTERMAIL. Molt&E.KTEMR ME �Y .—.. !d n. N ** BLADE SLACK DETAIL HVF IS VAUD FOR " t j4"�s-2O THREADS w CENTERMATE 21 APPLICATION WITH BLADE Cl) 43 1 A g ELCO CONSTRUCTION , -t 12 PRODUCTS FAB—LOK HD REQUIRED MITOMUM u4+ ..MARIE$. 43b 6^b , ,/2•.GD35 THCK ,� 6" O.C. COMPONENTS MIn.ASTM A-6s3 GRADE 4D ? aaax MS WALL HEADEWIL j�1�T TION Mw.Q-fi0 GALY.STEEL I � I METAL STUDS AT 70 O.C. -.(Iyp.NG FINISH AS APPadCAniE SCALE: 3j8^= 1^ —"✓3- YA — t (11'P.'7OP fi BOr70M) - ASr5�4A�& THICK E.15TINGLASS 53 TRACK n-RADE40 Mi. W VSIANLEO t$TI4TD TO STUDS wJ(2)g60/2 TEr scarwoNSYMMETRYCAI348 43c SYMMETRYC 69N.SEPINTERIOR&FxFR0R TpCECENTER2 I {SEE SCHFOUtE}`'Max I INTERIOR ACCESS SIDE, EXTERIOR ACCESS SIDE I -- ----------------------- - - ---- -- --- ==- -------------- _...r. -- ---- -------- ------------- ------ ------ -------- -=-- - _-'----` » .._.......8"(TYr',) !9!i SEPtRAIOt,70-ASS I.N �'1 MN.SH'AaA M TO f1A.5 _..._ ............................_.............. w/,NNDE Lw (xtsaan4q s 6tn? lw/0,Tstc Laxx(sem I� - ------------------------------- -------- - ----------------------------- - ---- ----- ---- _ _ - - - -_..... _ __ _ ------- -- -- --- ------ -- - --- ----- -- -- ---``-- - - --------- -- -- --- -- Y c� 2) _f�1 1( x) L.....�7 LOCATED at Hl OS _ .., NV HEAt�R S N 1 "VIEW Y J (6°Mir,.) ZQ 3 1/4• (Typ.) J ( ; - ) SDE CONNECTION TO TRACK _...-.....fi 1 2^ TMP.)--:-......................._. 7•._.__. ____- �__._.'�__ .7 - ... ......5 1J2'MAX. SLACK �k {Cont.] •• ••• • • • • • •• E A V Ttµ4+eau+uaaHAq • • • • • •}I • FLORIDA BUILDING CODE Ni h VJOC;ty Hurricane Zone _ 01 EASiERAt METAL SUPPL'f, INC. "- °��° M IMUM IMPACT HVI HV Patwerl vain :# t =Oo ION S R t 00 TESTZ7 //ItG R ENGIhlERING CQIAPA Y ACC®RIDas eomidyin3 n4tlt aw me" I R-mss Axuariion 5 utter System Ituitdirgt cod., y* �g -` (ASSA # 26) 1 W OR W O H.V.WMIX &H.V,BLADE Aax "ypce No ..Ob2.l.�.D�7 =�a SATE OF �„ 7486 WEST 2 COURT EY.N D[SCR':pRON DATE 01 i'.R.L. tixpimtioat Dale �^ ••. <Gt„ /�°^/7 y t7 °`�( [iQ°,:kr<` 636s R.w 3e ,S,! •acnrttta.-woe �i.a4��,yy3, OLD 14-r.Da 75/04/,• DATE: 06I01/78 Ply ., '• Tsos s f is r T3D5 r,•Is3i RIMi S , FL 33014 z iD ' stCawtn>I °jvoAi�%(?•••, dea'®� <,n�a �w.<arn • • z DRAWING No 'ATBedtai4�Mi I040t4g0 •• • WALTER A.MUT 1Jr.P E, PH (305) 623-2323 FAX (305) 826-7979 4 15-155 MIAMI-OADE COUNTY P.E. SEA/SIGNATURE/GATE FLGROA I.C.#44167 5 _- SHFL-T 6 F 28 • • • • • • • • • • • •• •• ••• • •• •• ••• • • A. • •