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WS-17-2135THE -HOME DEPOT AT HOME SERVICE SHUTTER INFORMATION SHEET J O B# 10148099 Build Height 20 FT Type Of Anchor Specified 1/4 TAPCON Name: TRAWICK No. Open. Shutter Type P/ A/ W Shutter Product Approval No Shutter Length or Spam Vertical Opening Size Zone Edge Distance Opening Design load Glass Distance Separation Shutter Anchor Spacing Shutter Anchor Spacing Horizontal Width IN Height IN (+) (-) Mounting Detail TOP TRACK Mounting Detail - BOTTOM TRACK 1 AP 15-0714.22 74 Horizontal 74 115 4 3" 42.6 46.2 3 5/8 DETAIL 6 13 DETAIL 6 13 2 AS 17-0201.01 48 Vertical 43 48 4 3" 42.6 46.2 3 5/16 A 10 D 10 3 AS 17-0201.01 48 Vertical 43 48 4 _ 3" 42.6 46.2 3 5/16 A 10 D 10 4 AS 17-0201.01 104 Vertical 121 104 4 3" 42.6 46.2 3 5/16 A 10 I 10 5 AS 17-0201.01 104 Vertical 121 104 4 3" 42.6 46.2 3 5/16 A 10 I 10 6 AS 17-0201.01 72 Vertical 160 72 4 3" 42.6 46.2 3 5/16 A 10 D 9.5 7 AS 17-0201.01 48 Vertical 43 48 4 3" 42.6 46.2 3 5/16 A 10 D- 10 8 . AS 3i 9201.01 40 Vertical 56 40 4 3" 42.6 46.2 3 5/16 A 10 D 10 9 ; • • • 4 . 17-02ti1.01 : 4& • _ Vertical 34 48 4 3" 42.6 46.2 3 5/16 A 10 D 10 10. �. AS alZ- 2Q 01 •48 • Vertical 34 48 4 3" 42.6 46.2 3 5/16 A 10 D 10 11 • AS 17-020.01 : 44 _• Vertical 86 34 4 3" 42.6 46.2 3 5/16 A 10 D 10 NOT ..... .•• • • • • • • • • ...... • •• • • •. • • •• ••.. • • • ••.. • • .• • • 1 OF 1 • • •.• • • • • • • • ••• • • • • • ••• • ••• • •. •••• • • 533 SE 92 St. Miami Shores, EL •• •• • • • • • • Dining Room •• • • • S.. • •••••• • • • •••• • •••• •• • • • • • •• • • • • • • • • •• ... •11106,0• • • • • • • f • • • • • • • •F•soom,i5 •• •• • • •••• •• •••• •••••• • •••••• b • • • • • Entry Door N/A T O" CO" 0 V _ el149 3 EBMIT Miami Shcres Village SUBJECT i'O CCMPLIPNCE WfTH ALL FEDERAL STATE AN et Utv • Y RULES AND REGULATIONS Second Floor ISO'------------- FLORIDA BUILDING CODE 2014 - 5th Ed. - 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 PSP 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7 47.4 58.6 31-40 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 116-20, 39.0 42.2 51.9 • 42:6 46.2 57.0 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 51.6 56.0 69.1 51-60 49.1 53.2 65.4 53.6 58.2 71.8 LOCATION EXAMPLE MIAMI-DADE COUNTY WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3. 64.6 21-30 47.4 51.3 63.1 51.7 56.1 ' 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER. COUNTIES WIND PRESSURES IN PSF • • • • 175 MPH VELOCITY-.PXPO$URE D • • • • • • Building Height Roof Slope less than• 10 degrees • Poof tlope canter •'VIAi 10 deyt^teS Positive Negative Positive Negattie z4 & z5 z4 z5 ' Z4iiiC:z5 z4' •.5 0-15 44.5 48.2 59.3 i • 4Sy 52.8 • N4 16-20 46.8 50.7 62.4..ralel. 55.4•;48.5 21-30 50.2 54.4 66.9 . • 64.8. 59.4 73.4 31-40 52.8 57.2 70.4: 5,4 62.E 77.1 41-50 54.9 59.4 73.1: 60 D 65.0 80.2 51-60 56.6 61.3 75.5 •Ti1.9' 671.••132V LOCATION EXAMPLE • • MIAMI-DADE COUNTY GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS'AND CLADDING (HURRICANE SHUTTERS, WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION 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 <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is greater. Based on the FBC- 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 30', open country and grasslands. Exposure C will apply when exposure D and B do not 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 ft 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 - (FLAT TERRAIN) 10- DIRECTIONALITY FACTOR Kd = .85 (Wind Directionality Factor) 11- TRIBUTARY AREA: 10 SQF 12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof heig ht, but not less than the larger of 4% of the least horizontal dimension or 3 ft. Roc, Slope .<_ iz74, z_; \ >K I ENGCO,Inc. Engineering Services - CA 8116 1791 Blount Road - unit 907 Pompano Beach - Florida 33069 Tel: (754) 307-1319 Fax: (754) 205-6846 E-mail: Engco@AOL.com a<=BWx0.1ora<=hx0.4 BW less or equal than BL a must not be less than a = 3 feet or a= 0.04 x BW 43.......... ,. No, 52609 * STATE fi / O rZ 1 1 ONA � • • • • • ••• • • • DATE: 07/21/2017 PEDRO DE FIGUEIREDO - PE 52609 NOT VALID WOUT SEAL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Shutter Tech, Inc. 7485 West 2°d Court Hialeah, Florida 33014 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.m iam id ad e.gov/ec o n o m y 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 Cqhnotyl reserve:tWigght to •. have this product or material tested for quality assurance purposes. If this product or ntatetig fails to piform in the accepted manner, the manufacturer will incur the expense of such testing and the..111J may.i,miriediatelx • revoke, modify, or suspend the use of such product or material within their jurisdiction. •RE4 ieserviis ibea, fight tp. revoke this acceptance, if it is determined by Miami -Dade County Product Control Seettoir ghat this product or.:.. • material fails to meet the requirements of the applicable building code. • • • • • • • • . This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. . • . (DESCRIPTION: " Maximum Impact Bertha HV " Aluminum Accordion Shutter System ,-- •• •• • APPROVAL DOCUMENT: Drawing No. 15-155, titled " Maximum Impact HV 1 HV2 Accordion Shutter ", sheets 1 through 28 of 28, and 15A & 28A, prepared by Tilteco, Inc., dated June 01, 2015, signed and sealed by Walter A. Tillit Jr., P.E., on June 04, 2015 bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE 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, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #15-0624.03 and consists of this page 1, evidence submitted pages E-1, E-2'& E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. • • • • MIAMIFDADE COUNTY APPROVED 03J /t /7 r-NOA No. 17-0201.01/ Expiration Date: 04/26/2022 Approval Date: 03/02/2017 Page 1 . Shutter Tech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-1222.03 A. DRAWINGS 1. Drawing No. 12-019, titled "Maximum Impact HV1 HV2 Accordion Shutter", sheets 1 through 28 of 28, and sht. 28A of 28, prepared by Tilteco, Inc., dated 01/20/2012, signed and sealed by Walter A. Tillit Jr., P.E., 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. • • • • • • • • • • • • • • •• • • . •• • • • ••• • D. QUALITY ASSURANCE • 1. By Miami -Dade County Department of Permitting, Environment, WIN Regtriti4orr Affairs (PERA). • •.•• . •• S. •••• •' • E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 11-1676. • • • . . • • • F. STATEMENTS • • 1. Release letter issued by the American Shutter System Association, dated January 27, 2012, certing this product to meet the criteria of product tested and approved, and allowing Metal Tech, Inc. to use the test results approved under 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, 2012, 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. 11-111). • • • . • .. • 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0129.13 A. DRAWINGS 1. Drawing No. 14-004, titled " Maximum Impact HVI HV2 Accordion Shutter ", sheets 1 through 28 of 28, and sht. 28A of 28, prepared by Tilteco, Inc., dated 01/20/2014, signed and sealed by Walter A. Tillit Jr., P.E., on January 29, 2014. B. TESTS 1. None. E-1 tif7.--- y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0201.01 Expiration Date: 04/26/2022 Approval Date: 03/02/2017 • • � • • • Shutter Tech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. . •••• '•...' ..• • • ••• ••'. G. OTHERS •• • . 1. Asset Purchase Agreement. • . . . .• •. • • .• . ....• •• .. • 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15;66zd.03 . A. DRAWINGS • •. 1. Drawing No. 15-155, titled " Maximum Impact HV1 HV2 AccerdiorrShuttFr• ";•. ' sheets 1 through 28 of28, and 15A & 28A, prepared by Tilteco, Inc dated June 01, 2015, signed and sealed by Walter A. Tillit Jr., P.E., on June 04, 62015... • • B. TESTS 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.E., certing that the drawing (No. 15-147) prepared for Shutter - Tech, Inc. is in compliance with FBC, 2014 Edition. )49,Pz.z,„- y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0201.01 Expiration Date: 04/26/2022 Approval Date: 03/02/2017 E-2 • Shutter Tech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 15-0803. C. CALCULATIONS 1. See Association's generic approval under 15-0803. •••• . •••.• • • . D. QUALITY ASSURANCE • • • •• •• ••• •• • I. By Miami -Dade County Department of Regulatory and Economic «esourcel.• • . •.... •• • E. MATERIAL CERTIFICATIONS • •• • • 1. See Association's generic approval under 15-0803. •• • • • • .. •• •••• F. STATEMENTS • •• •• •• • •1. Letter by Tilteco Inc., dated January 17, 2017, signed and sealed by Mr. Jt• 'tdtLt" A. Tillit, Jr., P.E., certifying that the drawing (No. 15-155) prepare4 for Sh.►tte Tech, Inc. is in compliance with FBC, 2014 Edition. • • 2. Release letter issued by the American Shutter System Association, dated January 18, 2017, certifying this product to meet the criteria ofproduct tested and approved, and allowing Metal Tech, Inc. to use the test results approved under Miami Dade County Approval No. 15-0803, signed by Ms. Carissa Ramos. 3. Acknowledgment letter by Metal Tech, Inc., dated January 17, 2017, signed by Steve Buzzella. y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0201.01 Expiration Date: 04/26/2022 Approval Date: 03/02/2017 E-3 GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM 5H0WN.ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 & 25, 26, 26 & 28A. R4 ORDER TO VERIFY THE ABOVE COMMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASD. DESIGN HIND LOADS BY MULTIPLYING DIEM BY 0.0 IN ORDER TO COMPARE THESE W/ MAX. (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 & 25, 26, 28 & 28A IN ORDER TO VERIFY THAT. ANCHORS ON THIS P.AD., AS 'TESTED, WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS 1(Q= USED IN THEIR ANALYSIS. BERTHA N.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1828 OF THE ABOVE MENTIONED CODES AS PER ATL REPORTS: -FAV BLADE 1Q #0214.01-03, •0715.01-03, •100401-05, •1214.01-05 •0317.02-06 AND •0809.01-10 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. -HY WINDOW BLADE ® •0505.01-08 AS PER TAS 201. 202 & 203 PROTOCOLS AND 0725.01-08 AS PER TAD 202 PROTOCOL -HV BLADE 02 •0422.01-05 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. 2. HV BLADE OAND HV BLADE DARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4. EACH WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH 7-10 ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE CORK PO NG WIND ZONE. THIS SHALL INCLUDE REQUIREMENTS FOR MN. SEPARATION TO GLASS. DEUMITATON OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR HV BLADE IIF & 2 ACCORDION SHUTTERS SYSTEMS FOR ETR&R WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7 STANDARD, AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. - HV BLADE 1Q AND HV WINDOW BLADE © ARE ALSO ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL 'IMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. 3. BERTHA H.V. ACCORDION PINS (LTV SCREWS). USED AT BLADES KNUCKLE MID FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND • 14X1.75 RESPECTIVELY. 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135-0 kal YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE FIV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY -AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 ksi AND 35,7 ksi FOR 6005-T5 ALLOY. 5. ALL SCREWS TO BE STARLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kai MIN. YIELD STRENGTH AND 90 kai MIN. TENSILE STRENGTH AND TO COMPLY W/ FBC SECTION 2411.3,3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE 1® 13, 14, 15, 15A, 16, 17 AND 28A HV BLADED : 26. KV BLADE 1Q & 6 WORKING IN UNISON: 13, 14 & 16. B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT •6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT •5'458,179 ISSUED TO EASTERN METAL SUPPLY. INC. D. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES MD ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAIL APPROXIMATELY 4' BELOW THE TOP OF SUCH RAIL LABEL SHALL READ AS FOLLOWS: SHUTTER TECH, NC. MIAMI, FL MWMI - DADE 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 REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PAD. WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PAD. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE P NAL ENGINEER OF RECORD THAT PREPARED IT• • • • • • • • • • • • • ```1`A1�tN. �l� AARy' • • • v�" %yi • • • • •• • • • •• PRODUCT REVISED OS complying with the Novicki Building (lido No 6 2 03 E lion Data D GbZe ►7 T71mnt D ae c'�� PRODUCTRENEWFO 4.' • .‘NCENSe ..:? as wmplyiag with the ELOciaa Molding Code Aaceplence Na) /- �24 / • n/ ^ Y[ .. ._ Ea7imtion Dale 6 /��7 ORM �' %;44 NAIL.0AA`�� No,/FF1111141aNLA MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE • • •- • IL EC0,�,1:._ • • - TABLE OF CONTENTS AREA 1: HV BLADES al l & (21 GENERAL NOTES SYSTEM COMPONENTS 1-20 ST51LM COMPONENTS 21-37 TYPICAL SHUTTER ASSEMBLY 38-43 SKEET 1 SHEET 2 SHEET 3 SHEET 4 AREA 2: HV BLADE O AND HV WINDOW BLADE (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS INSTALLATION DETAILS A-E, CONCRETE/BLOCK INSTALLATION DETAILS F-L, CONCRETE/BLOCK CENTERMATE DETAILS HV CENTERMATE ALTERNATING DETAILS HV CENTERMATE DETAILS HD END CONNECTION DETAILS 1-6, CONCRETE/BLOCK - MAXIMUM SPAN TABLES ANCHOR SCHEDULE- CONCRETE ANCHOR SCHEDULE- CONCRETE ANCHOR SCHEDULE- CONCRETE ANCHOR SCHEDULE- CONCRETE BLOCK ANCHOR SCHEDULE- WOOD ANCHOR SCHEDULE- WOOD INSTALLATION DETAILS M-R, WOOD INSTALLATION DETAILS S-X, WOOD END CONNECTION DETAILS 7-12 & X, WOOD AREA 3: HV BLADE ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS INSTALLATION DETAILS M-GG, CONCRETE CENTERMATE DETAILS HD END CONNECTION DETAILS 1-6 & X, CONCRETE/BLOCK MAXIMUM SPAN TABLES ANCHOR SCHEDULE, CONCRETE SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11 SHEET 12 SHEET 13 SHEET 14 SHEET 15 SHEET 15A SHEET 16 SHEET 17 SHEET 18 SHEET 19 SHEET 20 SHEET 21 SHEET 22 SHEET 23 SHEET 24 SHEET 25 SHEET 26 [SEA 4: HV WINDOW BLADE 6A1 ONLY TYPICAL WINDOW BLADE & WINDOW DETAIL TYPICAL SHUTTER ELEVATION • SHEET 27 SHEET 28 AREA 5: HV WINDOW BLADE C1i ONLY INSTALLATION DETAILS. METAL STUD WALLS SHEET 28A THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (High Velocity Hurricane Zone' • SHUTTER=ThCH, uac. "- • • • • (ASS7y • 26) TILLIT TESTING & ENAINEEYING COMtfrd4 • • ;48i WisT:2 COURT 6355 NW. 361h. 61. Slo. JG•, VWCNIA 4MRDENL• ram. au se. • ,,'1 A ,E *R.�I��4 Phone : (305)871-1330 . Fos •(•05)87I-1531 • R • ••J• I, 33014 a-ma1• IN•lo•aa1.•om • • • • WµTER8-0006719 A. TINT Jr. P. E. PH (305) 823-2323 FAX (305) 826-7979 FLORIDA U. • 44167 ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 NV2 ACCORDION SHUTTER BWRTHA NV "' Accordion Shutter System N.V. BLADE II W/ OR W/0 H.V WINDOW BLADE & H,V. BLADE I2 REV. No DESCRIPTION OLD 14-004 DATE 06/01/15 Dross by: F.R.L. DATE: 06/01/15 2 4 DRAWING No 15-155 SHEET __ 1 OF 28 • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • • • • • • • • • • -- • • • • • • •• r. Fan vetoan WADE ID • °,35 HV SOLID BLADE COVED UNDER US PATENT O 5458179 NV WINDOW BLADE* `SEE LIMITATIONS OF USE OF BLADE 13 ON SHEET 28 6063-T6 ALLOY AND TEMPER ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W HV BLADE 10•® & 6063-T6 ALLOY AND TEMPER NV CEILING HEADER QUALIFIED FOR USE W/ HV BLADE 0 & f(A SEE SECTIONS FOR ALIDITY 6063-TN ALLOY AND TEMPER MN X MN Y MA t 1" 0.062' Q16 SIDE ANGLES .1OALIFIED FOR USE W HV BLADE 10 ,® & 6063-T6 ALLOY AND TEMPER PRODUCT REVISED 119 complying with Ito Florida Building Code Acocplance No o62. .o3 ion Dalo Dy Mint) ha HV BLADE COVERED UNDER US PATENT # 5458179 6005-T5 ALLOY AND TEMPER 3.228" 065' (TYP•) 1� 4.897' O7 HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W HV BLADE 10 ,® & 6063-T6 ALLOY AND TEMPER HV HEADER/SILL QUALIFIED FOR USE W/ HV BLADE & SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TEMPER ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE (SEE SCHEDULE) 6063-76 ALLOY AND TEMPER 1N111111111111/1/ PRODUCT RENEWED as complying with the Florida g CodN ,1 00101 Acceptance No ... zwrie_I Exp. tnpon Dec zCil2 MIAMI-DADE COUNTY HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ NV BLADE OO & OO 6005-T5 ALLOY AND TEMPER HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE 0&02 6063-T6 ALLOY AND TEMPER 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 10 & 11A SEE SECTIONS FOR AUDITY 6063-T6 ALLOY AND TEMPER COMPONENT A B TI 72 BLADE QUALIFIED 0 2' 5" MAX. 1/8" 1 /8" HV tO 1 l 2" 5" MAX. 0.192' 0.192' NV® O9 2.5" 7" MAX. 0.190' O9IID" ° • TO • °� -t"� n rrct f'' \.CENSF''•:7 it FSS/ANAL� ... N//IIIIIII1111N11 P.E. SEAL/SIGNATURE/DATE • VARIES n .3 1.918' TC, ®NV DIRECT MOUNT QUALIFIED FOR USE WJ HV BLADE 0.@ & 6063-T6 ALLOY AND TEMPER .994" 2.670" 12 920 ® NV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE Q2 ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.936" 2 Mo.. .125"1 .093 3.529" (DO WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE Q & SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TEMPER X Y 2" 2" 0.125' 3' 3" 0.090' 40 CORNER POSTS •9U•AL BIADE•�1 %c® HV •• •6063-16 64LO'b AND (TEMPER • • • • • • • • •• • • • •• _ / IL EC QJNC. •\ • TILLIT TESTING & ENAINEEIIING COMP.MY• 6355 N.W. 36m. St., 51.. NRGNIA eADEHS.•FL016bA ARE Phone : (305)871- 32 Fos : `b5)871-1531 • .-men: L6Oow.Am • EB-0006719 WALTER A. TRUT Jr P. E. FLORIDA Uc. II 44167 a" FLORIDA • • • • • ♦ • • •• SHUTTER =ThCH. tn. • • • • • • • ••• • (ASSA•if 26) 7489 W86T 4 COURT CLEAN: Ftr 33014 • • O5 HV 90'/180' STARTER QUALIFIED FOR USE W HV BLADE C1l , l & 6063-T6 ALLO D TE PER HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE 1 & 2. 6063-T6 ALLOY AND TEMPER 2.035" I' 140" 0.220" N Y 0 I.D. I• 3.581' SHD CEILING HEADER/SILL QUALIFIED FOR USE W HV BLADE ).0 & 6063-T6 ALLOY AND TEMPER BUILDING CODE (High Velocity Hurricane Zane PH (305) 823-2323 FAX (305) 826-7979 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • • 1 •• ® 2012 EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HY" Accordion Shutter System H.V. BLADE 11-W/ OR W/O H.V WINDOW BLAOE & H.V. BLADE 12 REV. No, DESCfRPr10R 0113 14-004 RATE 06/01/15 Denen by: F.R.L DATE: 06/01/15 2 3 DRAWING No 15-155 SHEET 2 OF 28 2.750 FRONT ELEVATION 4.576" HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE °& 1° ONLY 6063-T6 ALLOY AND TEMPER PLAN 2.750' © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE °ONLY 6063-T6 ALLOY AND TEMPER 1.917 31 HD CENTERMATE W/ NO LOCKING ROD QUALIFIED FOR USE W/ HV BLADE° & 6063-T6 ALLOY AND TEMPER VARIES 12' IN. 1/4" 0-20 S.S. OR 3/5'e-16 ACETA. THUMBSCREWS. (SEE DETAILS) *15 LOCKING ROD A QUALIFIED FOR MSE WJ I -IV BLADE ® & 2 {� 6063-T6 ALLOY AND TE ER L, \ s5 INSTALLATION WILL REQUIRE A 7/16" HOLE DkILLED AT TRACKS FOR PROPER EMBEDMENT PRODUCT RIIVISED as complying with IN Florida Building Coda Acceptance No 1 S_ o L Z.t • el Evplmlwn Data o¢ u/.te17 M1Dm1 pod a onho • O,J HV FLOATING CENTEgMAT QUA LED FOR USE W/ HV BLADE 1 & C1/. 6063-T6 ALLOY AND TEMPER HV MALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE °ONLY 6063-T6 ALLOY AND TEMPER ® HD CENTERMATE W/ LOCKING ROD QUALIFIED FOR USE W/ HV BLADE 1 & z 6063-T6 ALLOY AND TEMPER 1.130" N 375"R HV 3/8'0-16 ACETAL THUMBSCREWS QUALIFIED FOR,, SgiLA Ni gij).ADE O& 11 �P �/T�A t 'RODTJCT RENEWED In complying .viih Me Florida ;uicdina Code Acceptance AT dxpir4tOn Datc p i Ty MIAMI-DADE COUNTY y�Q'r��ENSF 1,e6'4ONPA-T 6,.11 P.E. SEAL/SIGNATURE/DATE 929' HV CORNER CENTERMATE, QUALIFIED FOR USE W/ HV BLADE W ONLY 6063-T6 ALLOY AND TEMPER 4.045' 1 4'-20x T READ S.SDUS. (2 TYP.) 1 4'-20 READED DC CAST HOUSING ENAMEL BARED PANTED BRAS CRAVER B KEYS (CHROME PUKED) ® HV LOCK QUALIFIED FOR USE W/ HV BLADE Q & (gl ONLY. HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK QUAQUALIFIED FOR USE W/ HV BLADE ONLY LD FOR USE 6063-T6 ALLOY AND TEMPETTYY W//W BBLADE Q ONLY. 3.161 HD CENTERMATE'S INS RT QUALIFIED FOR USE W/ HV BLADE 11, QA &° 6063-T6 ALLOY AND TEMPER ±1/2' 1/4"5 HV 1/4" 0-20 AISI 304 SERIES .S.S. TWUEdBSCRE N QUALIF1 FOR USE, WA FPO BLADE ) &(2j • • • • • •• • • . • • • •• • • ) • • • • •• • • • •• IL Ec Q jNc. \ TILLIT TESTING & ENSINEERING COMMA F* 5355 M.W. Jet. IL ST. Jof meow iiiepoisPriarieA 3:6•• Phone : (305)671-1%30 Fox .•(t5)671-1531 • e-me0•de!o.oel.am • EB-0006719 WALTER A TILLIE Jr. P. E. FLORIDA He. / 44167 • • • • • PLASTIC HEAD MOWED TO SCREW OF CAST HOUSING ENAMEL BMOO PAINTED RESS TURN KNOX BRASS CIUNOEA (CHROME RATED) ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE Q & ® ONLY. 250 O.D. .1111 1/4"1-20 )( 3/4" BEFORE RIVETING S.S THUMBSCREW 1/4"0-20 RIVNUT* 8' ,360' AFTER RIVETING *SERIES 0444 ALUMINUM (2024-TS ALLOY) LARGE FLANGE THIN SHEET NUTSERT. PART f 0820, AS MANUFACTURED BY AVDEL CHERRY TERTORN. PARS1PPENY, NEW JERSEY 07054 OR EQUAL ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE Q ONLY. THUMBIURN CYLINDER OR KEY CYLINDER 0.675" Ain. 1 .125" Moo. 1.78' HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE °&O2 FLORIDA BUILDING CODE (High Velocity Hurricane Zone THUMDTURN CYLINDER OR KEY CYLINDER SHUTTER:. ECH, INC. •• • ♦ • PH • (ASsA•#- 26) • T48, WNST IR COURT • • 444E4 Fh 33014 (305) 823-2323 FAX (305) 826-7979 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • . • • • • • ® 2012 EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT HV4 HV2 ACCORDION SHUTTER BERTHA MV1° Accordim1ho1IerSystem H.V. BLADE dl W/ OR W/O H.V WINDOW BLADE & H.V. BLADE iF REY. Ne DESCRIPTION DATE Omen by. F.R.L. OLD 14-004 06/01/1s DATE: 06/01/15 2 DRAWING No 15-155 SHEET 3 OF 28 SHUTTER ASSEMBLY SCHEDULE FOR HV 10 HV 0 AND HV © BLADES. 0 HV BLADE 1 ® HV BLADE 1A 20 HV BLADE 2 38 HV LONG RECESSED NYLON BUSHING 0 HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * HV 2 3/4" ACCORDION PIN W/ #8 HEAD * ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) mt PIN EOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR NV(tl HV h FN�2i BLADES. (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HY ACCORDION ST,IEM W/ HY® OR HV ® BLADE, (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF IIV ACCORDION SYSTEM W/ NV® BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC" AND "D0", SHEET 22. (3) HV PIN ® OR ® W/ 1/2" 0.0. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEETS 11 & 24. PRODUCT RBVISBD a4 complying with the Florida Building Code Acceptance No / 5. 0 24.03 IloprrpUon Bateate° -ten 'l1inmi Dad6PF - uc Control PRODUCT RENEWED as complying with the Florida Bolding Code Acceptance No • • Al Bxp,: ion Dam Hy/ Mi:,, D;y '. ., Cootrc MIAMI-DADE COUNTY 11111 P�� r,/ LC Ef1.se S. 4• STATE OF r 0' gS'/ONA1takoN:� P.E. FSPALI SIMATURE/DATE EXTERIOR @orl43 (SEE NOTE FOR REQUIREMENTS) TYPICAL SHUTTER ASSEMBLY SCALE 3/8" = 1" 00.324" WHEEL CARRIAGE DETAIL. • N.T. • • • •• • • • •• • • AI • • • •• • • • •• • • • TILLIT TESTING & EN•INEERING COMM4NY e355 N.D. 35LY. St., St.. cal, TOCINlA *R ErisPrLoAM Asa Phone : (305)87i-11530 . Fon A(*5)571-1531 • o-rnolLSiS. ooLdbm • ER-0006719 WALTER A. TILT Jr. P. E. FLORIDA Us. / 44167 . • • • • EXTERIOR HV PIN ®OR AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) ASSEMBLY LAYOUT N.T.S. FLORIDA BUILDING CODE (High Velocity Hurricone Zone • • . .. SHUTTER=TCH, INC. • • • • (ASSA•1 26) • • • • • • • • 748 MGT 4 COURT • • MIAIfAL; Fb 33014 • • • PH (305) 823-2323 FAX (305) 826-7979 © 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HVI HV2 ACCORDION SHUTTER BERTHA RV' Accordion Shatter System H.Y. BLADE 41 WI OR W/0 HY WINDOW BLADE & H.Y. BLADE /2 REV. No DESCRIPTION OLD 14-004 DATE 06/01/15 Drown by: F.R.L DATE 06/01/15 4 DRAWING No 15-155 ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • • • SHEET 4 OF 28 Ph a ( SEE END —' CONNECTION DETAILS ON SHEET 11 TYP. FULL HEIGHT. 0 NDC-NYC ?Ts HOP-IIYfL- $ goRgO�S Rg6 - oN 0 1 0 O. 04 I' 0. c 0 0Nt1MrTEo loom 6, ©eRGoo ®e OAR®- .@OP to•Q«©-I�3«�•®°R ©s® .©«®.Oa®°P 0`®aR0.®«®.�eR 0' 0°. I. (0°.0. 0 TYPICAL (1D HV BLADE SHUTTER ELEVATION N.T.S. PRODUCT' RL•:VISED ss complying with the Florida Building Code Acceptance No rJ 0 2 4. 03 Exwlytlon D6lo 2.0/7 DMy iami DedGlrrTEuet Conn'ol PRODUCT RUNE'WED as complying with the Florida Building C'wie -0ZOI. A Ftaaet Ia 31. Exp; �tion Date C14124 I WIZ B Mi MIAMI-DADE COUNTY ZK A: T!(,,T ,,��, \NCENS :,9'• � -gs•, STATE OF ; Z 1 C • LOR10P�G�`�: 4Ss10NAl.° ��`�• ',AAI4II11111111111 o P.E. SEAL/SIGNATURE/DATE -yr OF CORNER CENTERMATE • * NOTES ON HV LOCKS AND CENTERMATES: 1 klAD1 .J0RY CONDITION #11 ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTA TIONS AT ANY ELEVATION. EN LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Q OR CENTERMATES W/(2) 1/4"0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. I IA/RFD MANDATORY CONDITION #2 ALTERNATE TORY CONDIGON / ALI FOR ,�t1, CEB INC I TIONS. TWO HV LOCKS OR OR ONE EN LOCK OR W/ TWO 'r• LOCKINGOC(ROOS AT TOP & BOTTOM SHALL BEUSED ANY SPAN AND INSTALLATIONAT ANY ELEVATION. HV LOCK ® OR ® SHALL BE ATTACHED TO © OR ® CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDTION #1. LOCATION OF LOCK LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. DESIRED,EOR L E TO IWO HV • IBE FOR SECURITYETO UCENTERMATES LOCK. CONNECTION OF LOCKSOR OCKP SB OR MAY USED ASF AN N DER OR OUTSIDE OR T SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OPTIONAL CONDITION (VALID ONLY WHEN ATORY COMMON #1 OR UNITED MANDATORY CONDITION ,#2 #2 IS USED W/TWO N.V. LOCK; LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS D OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDATORY CONDITION }2; ONE 1-N LOCK ®� ® SMALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK �l or O SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 9 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS (13 Al TOP & BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 6. NOTION it VALID r Y FOR HV 1006 ® ET W SYMMETRICAL CENTERMATESet • ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK 2,7Q or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-200/4' S.S. THUMBSCREW TO ® OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. RNNUT AS SHOWN ON SECTION FIVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. SFI'.OND AI'TIMM' TO MANDATO CONDITION M1 VALID ONLY FOR HV wi LAC ® ENT . D CERMATES ® AND ONE ALTERNATE HV Y" LOCK (SQ MAY BE INSTALLED IN LIEU OF EN LOCKS Q# OR R$ FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK 3(() Y BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK (9 INCLUDES USING REINFORCING LOCKE 0 , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND ® W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8.0 x 3/32" WINGNUT OR W/ 1/4"0-20x1" S.S.M.S. INTO A 1/4"0x 5/8" RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1. HD LOC ( V// ND_CENTERMATES () OR © W/ (a : ONE ALTERNATE HD LOCK 13 MAYBE USED IN LIEU OF HV LOCKS OR ..0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK TO ISM IS WI 3 18 x 3/8' F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT ® AS SHOWN ON SECTIONS HDB- AND DC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN USE OF LOCKING RODS (13 IS COMPLETELY OPTIONAL. •• ••• • • • • • •• • • • • •. --- • • . • •• ••• •• /_IILIE9.LNC.\ TILLIT TESTING & ENGINEERING COMTMAIY. 6355 N.W. Seth. SO, Ste. 305S16RCPR COR0Er1S.ILORIM 33666 Phone : (305)871-1930 . Fox /3115)671-1531 • e-, l: bjSA•.ol.c•m • EH-0306719 weLTER A TIWT Jr. P. E. FLORIDA U. / 44167 • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone; SMUTTIER TECH. INC, •••- •(ASSASI 26) • • 7W85•W"'B,•ST IL COURT • • • • t l& �Aht, FI. 33014 • • • PH (305) 823-2323 FAX (305) 826-7979 • • • • • • • • • • • • ••• • • •• •• • • ••• • • • • •• • • • • • • • • • • • • •• •• ® 2012 EASTERN METAL SUPPLY, INC, MAXIMUM IMPACT HVI HV2 ACCORDION SHUTTER BERTHA RR' Accordion Shutter System H.V. BLADE 11 W/ OR W/0 H.V WINDOW BLADE & H.V, RUDE 12 REV. No DESCRIPTION OLD 14-004 DATE 06/01/15 Drown by: F.R.L. DATE: 08/01/15 3 DRAWING No 15-155 6 SHEET 5 OF 28 POURED CONCRETE REQUIRED E E. D CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) 250' Mox. u MN. SFPAFATICN 70 DUMB (SEE SCHEDULE ON S EEE 1-' 112 FOR RACE WAND WA EXISTING as' GN SHEET 28 FOR GLASS—) BLADES1OA QA IHV WALL HEADER INSTALLATION EXISTING GLASS—) MIN. SEPARATION To GLASS (SEE �7l SCHEDULE ON SET 112 FOR BLADEOANO I ON SHEET 28 FOR POURED CONCRETE REQUIRED OR ®• EXISTING GLASS—, OR 1 • CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13 & 15A) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED -..0 HV WALL SILL INSTALLATIOIN, NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. PRODUCT REVISED .1 complying with the Florida Building Code Aceoplenco No O 24:LT3 Rxpinuion Datepd 2 G i2,6/7 Miami D rnduh Connor EXISTING GLASS -- POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED • E. D. - EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 14) PRODUCT RENEWED es complying-vuh the Florida Daildiag Code I of Acceptance No rl Expi(giion Date O2442CA By Mi MIAMI-DADE COUNTY CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) 1/4-0-2033/4' S.S. MACHINE SCREWS USING 1/4'-2O NUTS O 12' O.C. OPTIONAL MIN. SEPARATION TO GLASS (SEE SCHEDULE 0 SHEET 12) © HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE 0 SHEET 12) f OPTIONAL 1% R)8 NCRETE ANCHORS (SEE SCHEDULE ON SHEET 14 & 15A) 250" Max. 1/4" Mox. 0R 1/4'0-20x3/4" S.S. PHILUPS TRUSS HEAD MACHINE SCREWS USING 1" 1/4"-20 NUTS 0 12' O.C. EQ HV WALL SILL INSTALLATION 4 SEE LIMITATIONS OF USE FOR BLADE 1A ON SHEET 28 •• CONCRETE ANCHORS IISHEET 13)E ON Gi l i MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1/4'0-20x3/4' S.S. MACHINE SCREWS W/ 1/4"-20 NUTS 0 12' O.C. 1" Min EQ I I 13 oR®5 © HV WALL I'.ADER INSTALLATION. POURED CONCRETE OR CONCRETE BLOCK REQUIRED EXISTING_ GLASS EXISTING GLASS POURED CONCRETE OR CONCRETE BLOCK REQUIRED F�HV WALL SILL INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) Imo- OPTIONAL L CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13 & 15A) Max. 1/4"0-20x3/4" S.S. PHILUPS TRUSS HEAD MACHINE SCREWS W/ 1/4"-20 NUTS O 12' O.C. INSTALLATION DETAILS W/ 10 HV BLADE & ((1) HV + 1�A HV BLADES) AS APPLICABLE • • • • • • • • •• • • •• • • - •. -• • • • • • •• • • • •• IL EC,Q_ NC. TILLIT TESTING & ENGINEERING COMPANY e355 N.W. 3613. 51., Ste. 312, VRC 5 ARDOLe) FLOW, 11318 Phone (305)871-PS30 . Fox ♦ m05)871-15310 e-mall BIPoOool•om • E9-000e719 WALTER A. TLLLT Jr. P. E. FLORDA Lie 144107 • s • • • s • • • • • • •• •• • • • • • ••s • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone; • • •• HUTTER=ITCH. ixe. • • • (ASS4, # 26) • • F/ • I • • PH (305) W486 111fiST•2 COURT •411.4• 4.. 33014 • • 823-2323 FAX (305) 826-7979 • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV' Accordion Shutter System N.V. BLADE Il WI OR W/0 HV WINDOW BANE & H.V. BLADE 112 REV. No DESCRIPTION OLD 14-004 DATE 06/D1/15 Drown by: F.R.L DATE: 06/01/15 S DRAWING No 15-155 SHEET 6 OF 28 uN. SEPNN1pN TO iASS (SCE S AS.LE A2 g� 12 RJR 21- 28 llx- DOSWZNA1199 EXIS71. NG J a�� o EDGE OF STAB IF APPLICABLE POURED CONCRETE REQUIRED ALTERNATE ANCHOR LOCATION 5 OR ®♦ #10x3/4" HEX WASHER HEAD TEK SCREWS 0 12" O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) EDGE OF SLAB F HPPUCABLE E D.' ® HV FLOOR INSTALLATION t EXISTING MIN. SEPARATION SEASS� TO GLASS I —{SEE SCHEDULE 0 SHEET 12) yrHlt /AI['-' ��:�11 0 er al 4) 0l /2. `CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 15 & 1SA) POURED CONCRETE REQUIRED EXISTING q ACS- 1111 SLPNN110N 110 CLASS (SEE SOCCUE CR 12 FOR RIDE 1 @1 SNTET m CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) © HV CEILING INSTALLATION 'COSTING GLASS JI IRO SBIAA11001 �(scc RIM IS) SHEET 2) 8 14x3/4" HEX HEAD TEK SCREWS 0 9" O.C. OR 1/4"0-20 S.S. M.S. WI NUT O 9" O.C. -4r44- OPTIONAL POURED CONCRETE REQUIRED Q HV RAINGUARD INSTALLATION t EDGE OF SLAB IF APPLICABLE D CONCRETE ANCHORS (SEE SCHEDULE ON n SHEET 15) NOTE FOR COMBINATION OF CFITTIONYL 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. PRODUCT REVISED as complying with the Florida Building Colo _ Acceptence No/9 06Z••.03 Eapim;on Dom 04/2-b/tp/% By t Miami Dadc�1dJUcl�ir„ OR EDGE OF SLAB IF APPLICABLE E. D. - EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 14) POURED CONCRETE OR CONCRETE BLOCK REQUIRED QK HV WALL FLOOR INSTALLATION I/4" MAX. HEAD3TEK SCREWS 0 WASHER 12" O.C. e14x3/4" S.D.S. 09" O. C. t THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE `AN19111 IIt1111N., � D LLB . �a`'..".,..../r h, PRODUCT RENEWED ✓9 0s complying with the Florida ;3�Q';''.,CEN use s. Building Code Aee�`k` ptance Ho� l ) IS' e.Z48.9)0 E 1.• •a Date• / Lay = A'lltuni D „M NI MIAMI—DADE COUNTY y *; -�FO� i:� P.E. SEAL/SIGNATURE/DATE • SEE UMITANION96 IIR•1SE•FOT• BLADBIO ON SHEET 2848 • • • •• EXISTING GLASS-1 MIN. SEPARATION TO GLASS -(SEE SCHEDULE 0 SHEET 12) E D.0 FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 15 & 15A) O HV WALK —OVER INSTALLATION NW. SIIWIAO011 LTO tams -(sa E SHOE! HRT I 12) EXISTING GLASS--4 4 ! n'! •.Il� --� � O EDGE w / SLAB IF Aria a�' APPLICABLE POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEETS 15 & 15A) POURED CONCRETE OR CONCRETE BLOCK RED UIRED © HY WALL WALK —OVER INSTALLATION /1423/4" F.H. S.D.S. 0 9" O.C. SEE NOTE 13(b) ON SHEET 1 INSTALLATION DETAILS W/ O HV BLADE & (1) HV + 1�A HV BLADES) AS APPLICABLE • • • •• • •• • • jp • ••. • • • • •• ••• •• IL Ecn. • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone; • • • •• SHUTTER=TECH, »AC. ••• • (ASSA•,# 26)__ _ • • TILLIT TESTING & EHUINEEIIING CONRA. •148!•w�"TQ COURT 6355 N.W. 3615- St., 514. WiGINIA 4�DoENSSFL04 IR *ice. • • Phone : (305)871- �p Fox !'(9A5)871-1531 • • • it fi 33014 e-mot. elec,•anLlbm • or • • 06 EB-00719 WALTE ED DWI Jr. P. E PH (305) 823-2323 FAX (305) 826-7979 FLORIDA Lk. I 44167 ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA NV"' Accordion Shunter System N.Y. BLADE /1 WI OR W/0 N.V WINDOW BLADE & H.V. BLADE 10 REV. No DESCRIPTION DATE Drawn by: F.R.L OLD 14-004 OB/01/15 DATE: 06/01/15 2 4 DRAWING No 15-155 SHEET 7 OF 28 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WI VI • • a ••• SEE END WALL CONNECTIO OUT O (6063-TO ALLOY) ALUM. ANGLE W/(2) 1/41e TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) & (4)#10r1/2- S.MS. TO TUBE AT EACH ANGLE. MP) EXISTING [GLASS I 1/ DETAILS ON SHEETS 1 IN 1 & 20 EXISTING GLASS 10'®'0°"®'®'®' ([3'(0p10'®°"®'O°R CI' 0aa0.0c"1®•O ©«'Or®• ®°^®aa 1a .0a" ©•®•0°R®`®'1Lr3 i ®8°"O9 •®a"1®+�5 ��Gx1Us�nN MIN. SEPARATTO, TO GLASS (SEE SCHEDULE 0 SHEET 12) L 1 /2„ HVD IN OPTIONAL (INTERIOR) OUT PRODUCT REVISED as complying with tho Made Building Codo Aco°plinco No/-O 24O Expire Con Data /7-0/7 By / MimoiD et Control ,10x3/4' S.M.S. 0 12• D.C. FULL LENGHT. PRODUCT RENEWED m Spmplying with Enc. Florida Building Code Acceptance No Eopie*ion Dab B1 M MIAMI—DADE COUNTY HVA INSTALLATIONS W/ 10 HV BLADE W/ HV CENTERMATES �2(?ORi 3 I/4' 1 OUT * C3 " (EXTERIOR) „00HL111*,,,,,,,, 167 STATEOF 9, o��sFDRIOA.��4� P.E. SEAL/SIGNATURE/DATE 7' OPPOSING CENTERMATES W1 HV LOCK I�4J o SYMMETRICAL CENTERMATES W/ HV LOCK * HVB OPTIONAL (INTERIOR) • .• 'RIVE• • • • IN ** BLADE SLACJ( DETAIL TAT IS VALID FOR ALL CENTERMATES APPLICATION WITH BLADED CEXISTING GLASS 6 1/2• OUT * SEE NOTES ON LOCKING RODS ® , HV LOCKS © or AND ALTERNATE HV LOCK ® ON SHEET 5. 7' "' z HVC O°"Oc®'®m®066 +()°" /� //-EXISTING GLASS 1 O •0 °R ©' `-p )on (I 11. O co ! @° ) ° ®° � 00 MIN. S�EP/PRATION 0' ®°H®+ ©°R S EDUL (SEE SCHEDULE ON SHEET 12) SEE END WALL CONNECTION S 0 ®+ 0aR 0. 0at0+ (D • • • •• • • - - • • • • • • •• • • • •• • TILLIT TESTING & ENGINEER106 COMP4NTf e355 N.W. 36tb. %L. St.. 306. NRORA CISDD(• FU IDA 331600 Phone ::305)871-1�. Fox : (305)♦71-•531• •• • mall: •Reco•aol.com • • EB-0006716 PALTER A TOUT Jr. P. E FLORIDA Uc. # 44167 OUT HVF** MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 12) POURED CONCRETE OR CONCRETE BLOCK WALL REOU ED CONCRETE ANCHORS • 16' O.C. FLORIDA BUILDING CODE (High Velocity Hurricane Zone; ••• PSi;TTER:ILCH.HINC. • • (ASSA # 26) • • 144 WEST 2 COURT • • • • HII_EAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HIM HV2 ACCORDION SHUTTER BERTHA HV ' Accordion Shutter System H.V. BLADE 11 W/ OR W/0 LV WINDOW BLADE & H.V. DUDE I) REV. Na DESCRIPBON OLD 14-004 DATE 06/01/15 Drown by: F.R.L. DATE: 06/01/15 2 4 DRAWING No 15-155 • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• SHEET 8 OF 28 IN ALTERNATE INSTALLATION W/HV "T" LOCK i�0, HV MALE/FEMALE "T" LOCKS CENTERMATES 29 & LOCKERS Q W/ 1Q HV BLADE * EXISTING GLASS �on®°R®iOox�oR)Q r�a to •®�®�Qoa1Q�®°^ ®•® +12,°R®0®+®ce ®. ®q1 O' ®°x . 1 /2.• IF10x3/4' S.M.S. • 12' O.C. FULL LENGHT. * BLADE 1Q SLACK DETAIL WE, INDICATED ON SHEET 8, A5 WELL AS UNIVERSAL FLOATING BLADE ® DETAIL HOD -END , INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. SEE END CONNECTION DETAILS ON SHEETS 11 & 20 HV "T" LOCK (INSIDE) IN OUT- 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. 26 1/4" 0-20 x 1" S.S.M.S. W/1/4"0 x 5/8" RIVNUT t. HVG* •• • • • • • • • • •• • • • • • •• • • • •• /Ti SEE END CONNECTION DETAILS ON SHEETS 11 & 20 OUT 2'x2'x1/8',0.-2 (6063-T6 ALLOY) ALUM. ANGLE W/(2) 1/4-0 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) & (4)11041/2' S.M.S. TO TUBE AT EACH ANGLE. (TYP) * SEE NOTE 6 FOR FN LOCK( , 'T' LOCK, ON SHEET 5. t SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NIRSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 0R EQUAL. PRODUCT REVISED aP complying with the Florida Building Coda Acceplenco No - 0, 2.4.03 Bxpl ion D,14 _l►.q 2017 Miami Ito, 30 HV "T" LOCK (OUTSIDE) 'RODUCT RENEWED o complying tioith, the Florida hnldinCode 01 Acccpt6neecc No...1144 MIAMI—DADE COUNTY y\111\IIIII IITITII crp:T1C(jrJ,�� ,ENSF•9 %,oA'• N�t r'HnuuHll\\a P.E. SEAL/SIGNATURE/DATE C o INC.•\ TILLIT TESTII►G & 4ENGINEERj(4Q 400M1411c' 1355 H.W. 36M.4E1., Ste. 316, VIRCA4 CAREEN•, FL ISA 3316% Peon, :1303)871-1/30. Fax : (305$71-•5310 • • Lmoil: •Ilec0000l.com • • EB-0006719 WALTER A. TILLIT Jr. P. E FLORIDA Lk. % 44167 ••Ix • RV "T" LOCK (INS DE) MIN. SEP)'RAT1ON TO G (SEE SCH�DOLE ON SHE 12) NYLON SCREW HEAD Q0 HV "T" LOCK (OUTSIDE) FLORIDA BUILDING CODE (High Velocity Hurricane Zone HLJTTER=ThCH, • • (ASSA # 26) •• • !. t WEST 2 COURT • • • • HL LEAH, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV a Accordion Sh tter System H.V. BLADE i1 W/ OR W/0 H.V WINDOW BLADE & H.V. BLADE 12 REV. No 2 DESCRIPTION OLD 14—004 DATE pa/Ot/15 4 Drown by: F.RL DATE: 06/01/15 DRAWING No 15-155 SHEET 9 OF 28 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • SEE END WALL CONNECTION OUT 2-x2'.1/8•RE —2• (6063—T8 ALLOY) ALUM. ANGLE W/ (2) 1/4'0 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM & (4) /14x1/2" TO TUBE AT EACH ANGLE. (TYP) re re 1/ 90' DETAILS ON SHEETS 11 & 20 IN Y/EXISTING GLASS w0e"®•0°"00•10 •®°" 10 • ®-O• ®a®•13- �'0'O°n©•®'®°n O' ®o" O' ®-®' 0 o" ®'®o"Og'0.0•CI 2 HDA—HVA #10 x 3/4' S.M.S. 0 12' o.C. SEE NOTES ON LOCKING RODS ( & HD (3 LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BLADE© DETAIL HDD—HVO IS VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE 1Q PRODUCT REVISED an implying with the Redick Building Code Acceptance No E Ion Date By 2¢. 03 2 017 1 • .. �' induct Contro >RODUCT' RENEWED n complying with the Florida 3uildiag Code Acceptance No 3634.66'on Dec 1.01 22 MIAMI—DADE COUNTY INSTALLATION n HV BLADE W/ HD CENTERMATES ® , , J MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12 :::,.01;114,11111r1/7.7'.ENs�C;'9 P.E. SEAL/SIGNATURE/DATE (4) H.V. PINS (TYP.) CEXISTING GLASS CI)* HDB—HVB (OPTIONAL) SYMMETRICAL HD CENTERMATES W/ ®* LOCK (EXTERIOR) IN 6 1/2- Rio SEE END WALL CONNECTION 35 * (OPTIONAL) * (4) H.V. PINS (TYP 0 OR 0J J 31 oR 32 35 (OPTIONAL) HDC—HVC OUT SYMMETRICAL HD CENTERMATES W/ ®* LOCK (INTERIOR) 10'(0'0+03°R0'©c" Z-0.0 * (>0'0 '0' • • •• • • • • • • • • •• • • .• rRD: �yp�t* .- •• ••• •• • �4 ES OJNc. N, • • • • TILUT TESTING & IRJGINEERI110► •OMPAElY 6353 NW. 361h. e.. Ste. 30, VIKA CAllibaISRO•W 331640 Phone ::05)4¢71-1599" FON (305)41-1031 • %•nwll: I*aeo•aol.com • • EO-0006719 WALTER A. 11WT Jr. P. E. FLORIDA Ile. r 44167 • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone; bHIITTER-' CR, iNc. • • (ASSA $ 26) • • 1148i WEST 2 COURT • • • :HIA;EAH. FL 33014 PH (305) 823-2323 FAX (305) 826-7979 Ct 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HE " Accordion Shutter System H.V. BLADE I1 WI OR W/O H.V WINDOW BLADE & H.V. BLADE I`e REV. No DESCRIPTION OLD 14-004 DATE D6/01/15 Drawn by: F.R.L DATE: 06/01/15 2 4 DRAWING No 15-155 SHEET 10 OF 28 ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• •• LOCATE AT EITHER SIDE OF SO) I/2" MIN. 3110xl/2" S.M.S. 0 16' 0.C. POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING CLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12 FOR BLADE QAND ON SHEET 28 FOR 5ADEScD& ® END CONNECTION DETAIL 50 PRODUCT REVISED To comPl n8 with the Florida Building Code WaneoNo 5-b 2Q.o3 Ng. Se1)t Wale A 7 L /2oI7 HY Miami ucl 03,63u1 1/16"x3" MAX. (6063-16) CONT. ALUMSCLOSER PLATE (LOCATE AT EITHER SIDE OF (D) /10x1/2" SAS. 0 16' 0.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE CR SHEET 12 FOR BLADE IDAND ON SHEET 28 FOR BLADES m & ® 1/2" MIN POURED CONCRETE OR CONCRETE BLOCK WALL REOUIRED -EXISTING CLASS 18. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12 FOR RADE(DAND CN SHEET 28 FCR EtADES m & (31 ORQ' / 10«O«© O-OEO- 0•0•0-0.0•0« O•®-®•®«®•® END CONNECTION DETAIL 20 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1/2" MIN. SEE DETAIL X SIDE CONNECTION TO TRACKS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS IAN. SEPARATION TO GLASS (SEE SOEDIAE ON SLEET 12 FOR BLADE (DAIID ON SLEET 28 FOR 5ADES tQ & ® MUSE 1" 0R 2" MAX. (AS APPUGBLE)x2x1/8"x0'-2" ALUMINUM CUP ANGLE (6063-T6 ALLOY) AT MIDHEIGHT (I) 110x1/2" S.M.S. TO®& (2)1/4"0 TAPCONS ANCHORS TO WALL AT 1" 0.C_ (LOCATE AT EITHER SIDE OF 4Q ) 0-0-0.O-O-(C •0- 19. 10.0 u«®.®-®.® O•®«®•®«®•® END CONNECTION DETAIL 03 EXISTING GLASS SEPARAIICN TO GLASS (SEE SCHEDULE ON SHEET 12 FOR BLADE (DAM/ ON SHEET 28 FOR BLADESQ& ® • SEE UMJ[ATIONS OF USE FOR BLADE A ON SIiCET 28 SEE DETAIL X F SIDE CONNECTION TO TRACKS OR ®OR O OR ©OR®ORBOR© VIEW Y PLAN DETAIL X ®«O.0-0 0 END INSTALLATION 0.0•13-0.013- ®-®•®-®•©« Q HV BLADE OR HV WINDOW BLADE INTO O'®«®•O«®© 01" tAQNNECTION DET, 6 • •_ • • • • POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEL7 12 FOR BVDE ON SHEEP 28 FOR allFam &® Ian f ,O OR 1r- 11 .0 . ©-©.0 - 0.0-0.0.,0. 0- END CONNECTION DETAIL 4. REWIRED ONLY FOR SPANS GREATER THAN 12.-C• © OR®OR O OR OR®OR OR PRODUCT RENEWED m oompiyin8 with the Flo:W.3 Building Code Acceptance No Expi . r tyatc M...1D ,a MIAMI-DADE COUNTY -y''y s�tONA� TiN `4`\��c P.E. SEAL/SIGNATURE/DATE • • •®•45703T0-4)•41 • • • CONCRETE OR CONCRETE BLOCK WALL. FLORIDA BUILDING CODE (High Velocity Hurricane Zone' •• • • • •• • 14 Kg01Nc.�• • XUTTEA TECH, txc. TILLIT TESTINB & F4GINEERIgc;•GOMPAN? 6335 N.W. 3618. A. StO, 30• ORO1N• GWENSONLOSA 33Ire • Phone ; 0)05)871-15110• Fax : (305)811-1131 • • `mail: lhca•.ol.com • • EB-0006719 PH WALTER A_ MDT Jr. P. E. FLORIDA Lk. r 44167 • • (ASSA # 26) :481 WEST 2 COURT • • }IIA=EAH, FL 33014 • (305) 823-2323 FAX (305) 826-7979 ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HE' Accordion Shutter System H.Y. BIDE 11 W/ OR W/O H.V WINDOW J3IADE & H.V. BLADE I REV. Nal DESCRIPTION DA1E Drown by: OLD 14-004 06/01/15 DATE: 06/01/15 3 DRAWING No 15-155 5 SHEET 11 OF 28 • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SCHEDULE #1 MAXIMUM SHUTTER SPAN*L+" OR "L-" (ft.) FOR INSTALLATIONS WI M CAI, CENTERMATES, ® & ® or (or S W/ ONE NV LOCK or or @ or HD LOCK W/ NO LOCK! ROD ® CENTERMATES & g W/ ONE HV LOCK ® W/ TWO LOCKING RODS TOP & BOTTOM •(SEE NOTE t) MAXINUM ASD LE5IW1 LOAD (Act) (+DR-) CONCRETE & WOOD INSTALLATIONS 0 WALL MOUNTING FLOOR/CEIUNG MOUNTING L + (II) L - W) I + (R) L - (IQ 30 13.-2" 10-0" 13"-2" 16'-0" 35 12'-8" 14'-10" 12'-8" 14'-10" 40 12.-3" 13'-10" 12.-3" 13'-10" 45 11"-11" 13'-1" 11'-11" 13'-I" 50 11'-7" 12.-5" 11'-7" 12.-5" 55 11'-4" 11'-10" 11"-4" 11'-10" 60 11.-I" 11'-4" 11'-0" 11'-4" 65 I0'-10" 10'-1n" 10'-7" 10'-10` -70 10-6" -10"-6" - 10-2" 10-6" 75 10-1" 10'-I" 9'-10" 10-I" 80 9'-10" 9'-9" 9'-7" 9"-10" 85 90 95 9-0" 8-9" 8'-9" 100 8-9" 8-4" 8'-6" 105 8'-7" 7'-11" B'-4" 8"-4" 110 8-4" T-7" 8'-2" 7-11" 115 120 0-0" 6'-11" 7'-10" 7•-4" 125 7"-1O" 6'-8" 7'-8" 7'-0" 130 135 7'-7" 6'-2" 140 7'-5" 5-11" 7-3" 6"-3" 145 7'-3" 5'-9" 150 T-2" 5-7" 7'-0" 5-I0" 155 7'-0" 5"-5" 6"-10" 5'-8" 160 6-11" 5-2" 6'-9" 5'-6" 165 170 6'-9" 4'-11" 6'-7" 5"-2" 175 180 6-6" 4-8" 6'-4" 4'-10" 185 190 6'-4" 4'-5" 195 6'-3" 4'-3" 6"-I" 200 205 6-0` 4'-1" 6'-0" 4'-3" PRODUCT REVISED m .1944i/18 with the Mari* Building Cod. Acoipl.nce No/55- 00�LTl4 ZZZ4.o3 q SCHEDULE #2 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS W/ •"• . CENTERMATES & ONE HV LOCK OR ik. OR W/ NO OCKING RODS •(SEE NOTE t) MAXIMUM AS 06TN LOAD (s...1.) (+ OR -) CONCRLIL & WOOD INSTALLATIONS 0 WALL MOUNTINGS & FLOOR/CENNO MOUNTINGS L+ (6) L -(R) 30 12.-3" 35 11'-9" 13'-8" 40 11 "-4" 12'-9" 45 11'-1" 12'-0" 50 10'-9" 1 1'-5" 55 10-6" 10'-11" 60 65 10-3" 10-0" 10'-5" 70 9'-8" 75 80 9,-a" 85 8'-9" 8'-9" 90 8'-6" 95 8'-3" 100 8'-1" 105 7'-11" 7'-11" 110 7,-7" 115 120 6'-11" 125 130 135 6'-11" 6.-2" 140 6'-10" 5'-11" 145 150 155 6'-6" 5'-5" 160 0-5" 165 170 4'-1 t" 175 6'-I" 4.-9" 180 6'-0" 185 5'-11' 190 5'-10" 195 200 8'-9" 4•-2" RODUCT )1ENUWED . complyne with L e Florida holding t55 T355571 c '0 % pisas'o s Date "s MIAMI-DADE COUNTY 205 5..101111 IIH4l6. ``��IA, rTu�T✓� \,v,ENSe" N 'ASD FLOR1O.. "/ syAAsFSS/0I1N c S P.E. SEAL/SIGNATURE/DATE SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (IL) INSTALLATIONS W/ EIRICAL CENT MATES , & W/ TWO HV OR '� OR LOCKS OR 0 LOCKING RODS ® TOP/BOTTOM W/ ONE HV LOCK ® OR OR ®• (SEE NOTE t) CONCRETE & W000 INSTALLATIONS 0 MOURN 44.0. DESIGN LO•D (p..3) FLOOR/CEIUNG MOUNTING (+ oR -I L + (R) L - (a) 30 13'-1" 16"-0" 35 12'-7" 10-7" 40 12.-2" 15-2" 45 11.-9" 14'-3" 50 11.-6" 13'-7" 55 11'-3" 12"-11" 60 11,-0" 12,-4" 65 10-9" 11'-11" 70 10"-7" 11.-5" 75 10.-4" li"-l" 80 10"-0" 10-9" 85 9'-9" 10-5" 90 9'-5" 10'-1" 95 5 -2" 9'-10" 100 105 8'-9" 9'-4" 110 115 8-4" 8"-11" 120 125 8'-0" 8'-5" 130 7'-10" e'-1" 135 140 145 150 7"-4" 155 7-2" 6'-9" • 160 7'-1" 6'-7" 165 7'-0" 170 6'-11" 175 6'-9" 6"-O" 180 6'-8" 5'-10" 185 5 -7" 5'-8" 190 195 6'-5" 5'-5" 200 •¢- r • • :'-, • 205 40.-3"'-3" t �'-1 • • • • •• ••• * T14IESi (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINJ(UM DETERMINED SPAN BETWEEN "L+" AND "L-". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD: DETERMINE: LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. Lz+= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD: DETERMINE: Li MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. Lz— MAX. SPAN FOR FLOOR/COUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "Lt+", "Lz+", "LI-" AND "1.2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. • SEPARATION TO GLASS REWIRE -MEANS (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30.-0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30"-0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS 3". M)NIMUM SEPARATION TO GLASS SCHEDULE' SHUTTER WI ONE LOCK WITHOUT LOCKING RODS SHUTTER SPAN INSTALLATION W/ SYAIMFBKTAI CENTERMATES INSTALLATION W/ OPPOSING CENTERMATES 105" OR LESS 3 5/16"s J 4" 0 MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. A.S.D. DESIGN LOAD. 'I' H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS, LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5. >10n ILA MAX. ALLOWED 3 7/8 e 4" L15E� NDICATED VALUES OR HJ'CE OR Gd+® MINIMUM SEPARATION TO CI ASS SCHFIL IF. .SHUTTER W/ WITH LOCK &iWOO LOCKING RODS ORLOCKS SHUTTER SPAN INSTALLATION W/ SYMMETRICAL, CENTERMATES INSTALLATION W/ OPPOSING CENTERMATES 105" OR LESS 2 3/4" •• 3 3/16" >105" TO MAX. ALLOWED 3 1/4" ••• 3 1/4" »4 USE 2 15/16" FOR HV "1" LOCK ® W/ »»» USE 4 1/8" FOR HV 'T" LOCK ER W/ 03 USE INDICATED VALUES FOR IN CENT MATES. INSTALLATION LEGEND CONCRETE & MAMMY WOOD WALL MOUNTING A. B, C, D, E. F, K & L. M, N, O, P, O, R, S & V. FLOOR/CEILING MOUNTING G, H, I & J. T, U, W & X. �, HV BLADE ONLY • •• • ITS gc o J•NC, • TILLIT TESTING & BNGINEERIMG. GOMPAeIY 6355 N.W. 361A. it. DI.. 30W 19t6I11 GII U0 •R0•0A d31 Phone : �O5)871-1510S Fox : (305)691-16131 • % Ara: ISso Oool.00n. • • EB-0006719 WALTER A. 11LUT Jr. P. E. FLORIDA Lk. / 44167 • • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone SHUTTER=ITCH. INC. •• �"�•��(ASSA # 26) • i •48* WEST 2 COURT 6a• •• .IIA4E8FI, FL 33014 PH (305) 823-2323 FAX (305) 825-7979 Cl 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA NV' Accordion Shutter System H.V. BLADE (1 W/ OR W/O H.V WI OW R ADE & H.V. BLADE 12 NEV. No DESCRIPTION OLD 14-004 DATE 06/01/15 Drown by: F.RL DATE: 06/01/15 DRAWING No 15-155 • SHEET 12 OF 28 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • MAXIMUM ANCHOR* SPACING (In.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE MOIMIINOS A 9, C, 0 A10 F ON SHEET 6) IWOYUM SPAN (N) POURED CONCRETE UWALL HEADER,' �MDUN1HG.i Q�� ®WALL H W/ MOUNTING Ow. HEADER MOUNTING 1 (D)WALL SO. �OUNRNG + (WALL SILL �LOUNTING QA ©&O N HEADER/SILL A A.S.D. DESIGN NEGATIVE LOAD OM) AS.D, DESIGN NEGATIVE LOAD (340 AS D. DESICtC NEGATIVE LOAD Oaf) A.S.D. DESIGN NEGATIVE LOAD (ye) &S.D. DESIGN NEGATIVE LOAD (NO 30 40 80 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 180 205 30 40 80 75 90 120 160 205 30 40 80 75 90 120 160 205 3•-0 OR LESS 14 12 10 9 8 6 6 6 14 12 to 9 6 8 6 6 14 12 10 9 8 8 6 5 14 12 10 9 8 8 8 - 14 12 10 9 8 8 8 5.5 8 8 8 6 8 8 7 5.5 14 12 10 9 8 6 6 5 14 12 10 9 B 8 6 6 14 12 10 9 6 8 6 6 14 12 10 9 8 8 6 3 14 12 10 9 8 8 6 6 8 B 8 8 8 B 8 6.5 14 12 10 9 8 8 8 6 14 12 10 9 8 8 6 6 14 12 10 9 6 6 6 6 14 12 10 9 8 6 6 - 14 12 10 9 6 8 6 6 8 6 8 8 8 6 8 7 4,-0" r 14 12 10 9 8 6 6 4 14 12 10 9 8 8 0 6 14 12 10 se es 6 14 12 10. 9 8 7 - - 14 12 10 9 8 7 5.5 - 6 8 8 3 6 7 5.5 4 14 12 10 9 8 6 4.5 - 14 12 10 9 8 8 6 4 14 12 10 9 6 8 8 6 14 12 10 9 8 8 - - 14 12 10 9 8 8 5 - 8 8 8 8 8 6 8.5 5 14 12 10 9 6 8 6 4 14 12 10 9 8 6 6 8 14 12 10 9 8 8 6 8 14 12 10 9 8 8-- 14 12 10 0 8 8 6- 8 0 8 8 8 6 7 5.5 5• 0 14 12 10 9 8 B 4.5 - 14 12 10 9 8 6 6 3.5 14 12 10 9 8 8 6 8 14 12 ID 9 7.5 - - - 14 12 10 9 7.5 5.5 - - 6 6 6 8 755.3 4 3 14 12 10 9 8 55 - - 14 12 10 9 8 6 4.5 - 14 12 log 6 Ass 14 12 ID 9 8 3 - - 14 12 10 9 8 7 - - 8 8 8 8 8 7 5 4 14 12 10 9 8 8 4 - 14 12 10 9 8 8 6 3.5 14 12 10 9 8 8 6 8 14 12 10 9 8 - - - 14 12 10 9 6 7.5 - - 8 8 6 8 8 73 5.5 4 6•--0" 14 12 10 9 8 5.5 3 - 14 12 10 9 8 8 4.5 - 14 12 10 9 8 8 6 6 14 12 95 7.5 4 - - - 14 12 9. 7.5 6.5 3.5 - - 8 8 8 7.5 8.5 4.6 3.6 - 14 12 10 9 8 3 - - 14 12 10 9 B B - - 14 12 10 9 8 8 5.5 3.5 14 12 10 9 4.5 - - - 14 12 tO 9 7.5 4 - - 6 8 8 8 7.5 5.5 4 3 14 12 10 9 8 5 - - 14 12 10 9 8 8 4 - 14 12 10 9 8 8 6 5,5 14 12 10 9 5 - - - 14 12 10 9 8 4.5 - - 8 8 8 8 8 6 45 - 7,-0" 14 12 10 9 8 4 - - 14 12 10 9 8 6.5 3 - 14 12 10 9 B 8 6 - 14 12 8 4.5 - - - - 14 12 8 6.5 5.5 - - - 8 8 8 6.5 5.5 4 3 - 14 12 10 9 4.5 - - - 14 12 10 9 8 4 - - 14 12 10 9 8 7 4 - 14 12 10 5.5 - - - - 14 12 10 8 6.5 - - - 8 8 6 8 6.5 5 3.5 - 14 12 .10- 9 7.5 3.75 - - 14 12 10 9 6 6 - - 14 12 10 9 B 8 6 - 14 12 10 6 - - - - 14 12 10 8.5 7 - - - 8 8 8 8 7 5 4 - 6,-0" 14 12 10 9 5.5 3 -- - 14 12 10 9 8 4.5 - - 14 12 10 9 B e - - 14 11 7 - - - - - 14 11 7 5.53.5- - - 8 8 7 5.5 4.5 3.6 - - 14 12 -Tr 5.5 3 - - - 11 12 10 9 8 - - - 14 12 10 9 8 5.6 - - 14 12 8.5 3 - - - - 14 12 8.5 7 4 -- - - 6 8 e 7 5.5 4 3 - 14 12 10 9 5 - - - 14 12 10 9 8 4 - - 14 12 10 9 6 8 - - 14 12 9.5 - - - - - 14 12 9.5 7.5 4.5 - - - 6 8 e 75 6 4.5 - - g,-O, 14 12 10 6.5 4.5 - - - 14 12 10 9 7.5 - - - 14 12 10 9 8 - - - 13 9.5 4 - - - - - 13 9.5 8.5 5 - - - - 8 8 6.5 5 4 3 - - 14 12 8.5 4 - - - - 14 12 10 9 4.5 - - - 14 12 10 9 75 - - - 14 11.E 4.5 - - - - - 14 115 7.5 8 - - - - 8 6 7.5 6 5 4 - - 14 12 10 6 4 - - - 14 12 10 9 7 - - - 14 12 10 9 8 - - - 14 12 5 - - - - - 14 12 8 6.5 - - - - 8 8 e 8,5 5.5 4 - - 10•-Or 14 12 9.5 5 3.5 - - - 14 12 10 9 5.5 - - - 14 12 10 9 8 - - --'11.5 85 - - - - - - 11.5 8.5 5.5 - - - - - 8 8 5.5 4,5 3.5 - - - 14 12 5.5 3 - - - - 14 12 10 6 3 - - - 14 12 10 9 6 - - - 14 10.5 3 - - - - - 14 10.5 7 3.5 - - - - 8 8 7 5,5 45 3.6 - - 14 12 9 4.5 3 - - - 14 12 10 9 5 - - - 14 12 10 9 8 - - - 14 11 - - - - - - 14 11 7.5 - - - - - 8 8 7.5 6 5 - - - 1 1 . 14 14 12 7 - - - - - 11 12 10 - - - - - 14 12 10 - - - - - 10.5 8 - - - - - - 10.5 8 5 - - - - - 8 8 5 4 3.5- - - 14 12 4 - - - - - 14 12 10 - - - - - 11 12 10 - - - - - 12.5 9.5 - - - - - - 125 95 6 - - - - - 8 6 6 5 4 3 - - 14 12 85 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 13.5 10 - - - - - - 14 10 7 - - - - - 8 8 7 5.5 4.5 - - - 12•-0" - 8 7 4.5 15 3 - - - 14 12 3 - - - - - 14 12 8 - - - - - 14 12 10 - - - - - 115 85 - - - - - - 11.3 85 4 - - - - - 6 8 55 4.5 4 - - - 14 12 5 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 125 9.5 - - - - - - 13.5 9.5 4.5 - - - - - 8 8 6 5 4 - - - 13•-0"- 14- 14- 14.-0" 14 12 - - - - - - 14 12 - - - - - - 14 12 - - - - - - B 3 - - - - - - 6 6 - - - - - - 8 6 4 3 - - - - 14 7 - - - - - - 14 12 - - - - - 14 12 - - -- 14 11.5 - - - - - - 14 12- 15•-0" - _ _- 14 _ _ _ _ g _ _ _ _ _ _ _ g _ _ _ _ _ _ _ 8 7 4.5 3.5 3 - _ _ 10 _ _ _ _ _ _ _ I0 _ _ _ _ 16•-0" 14 - - - 14 _ 14 _ _ _ _ _ _ 7 14 _ - - _ 14 _ - - - _ - _ 11 _ _ _ _ _ _ _ 6 PRODUCT REVISED as complying with Ute I19dda Building Code Acceptance Nn r - Expi .ion Dais By Miami Dade .73E camel 243 o 7 PRODUCT RENEWED a: complying with ills Florida Building Code Accepter.. Nu 1)20i. O) E3a.imticm Dat MIAMI-OADE COUNTY 1111111111111111II11� ,, FAA. TIuis,h r 3: \c,ENse 11l/uuuHtllal P.E. SEAL/SIGNATURE/DATE • •• • • • • • • • • •• • • • • • • •• • • • •• • O.JNcF.c .• l • • •-• TILLIT TESTING & ENGINEERING•OOMPANY 6355 N.W. 36, I. SIe. 20?jL max. CAt�ERSSRI& DA 33161.11 PAons : Q0j)671a 157t1! Fox : (305)�1-163I • 4Ninn 6: O1RReco•oal.com • • ER-0006719 WALTER A. NWT Jr. P. E. FLORIDA Uc. / 44167 • • • • AIICHOQS_SPACING I FGF� TAPCON WITH ADVANCED THREADFORM TECHNOLOGY BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 • SEE LIMITATIONS OF USE FOR BLADE 1( ON SHEET 28 HV BLADE OR 6-)HV BLADE W/ 1© HV WINDOW BLADE WORKING IN UNISON • FLORIDA BUILDING CODE (High Velocity Hurricane Zonet HUTTER=I3eCi[e rxc. • • (ASSA • 26) • • 8489 WEST 2 COURT • • • :HIArrEAN, FL 33014 PH (305) 823-2323 FAX (305) 826-7979 ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA NV' Accordion Shatter System H.V. BLADE Li WI OR W/O H.V WINDOW BLADE & H.V. BLADE 0 vEV. No Drown by:F.R.L. DESCRIPTION 0lD 14-004 DATE 06/01/15 DATE: 06/01/15 2 4 DRAWING No 15-155 WWW • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • SHEET 13 OF 28 MAXIMUM ANCHOR* SPACING NO SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D DESIGN NEGATNE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTAUATIONS (SEE MOUNTINGS L G. & H ON SHEETS 5 & 7) MAXIMUM l) (h POURED CONCRETE ©WALL SILL MOUNTING © CEILING MOUNTING 0 FLOOR MOUNTING A.S.O. DESIGN NEGATIVE LOAD (psI) AS.D. DESIGN NEGATIVE LOAD (pal 30 40 80 75 90 120 160 205 30 40 60 75 90 120 160 205 30 9 60 j5 90 120 180 205 OR LESS 14 12 10 9 8 8 6 5.5 14 12 10 9 IS 8 6 0 14 12 HI 9 8 8 8 6 14 12 10 9 8 8 8 8 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 14 12 10 9 8 8 6 7 14 12 10 9 8 8 6 6 14 12 10 8 8 6 6 14 12 10 8 8 7 53 3.5 14 12 10 9 8 8 6 6 14 12 10 8 8 6 5 14 12 10 8 8 6 5.5 14 12 10 9 8 8 8 4 14 12 10 9 8 8 6 4.3 14 12 10 8 6 4 3.5 14 12 10 9 8 8 6 45 14 12 10 9 8 8 6 5.5 14 12 10 8 6 8 4.5 5• 0• 14 12 10 9 7.5 5.5 35 - 14 12 10 9 8 8 6 5 14 12 10 8 7 5.5 4 - 14 12 10 8 8 6 4.5 14 12 10 9 8 7 4 - 14 12 10 9 8 5.5 5 3.5 14 12 10 83 5 3.5 3 14 12 10 9 8 73 4.5 - 14 12 10 9 8 8 6 4.5 14 12 10 9 8 6 4.5 3.75 6'-0• 14 12 9.5 73 6.5 4.5 - - 14 12 10 9 57.555 4 14 12 10 9 8 8 4.5 3.5 - - - - - - - - - 14 12 10 9 8 6.5 5 3.5 14 12 10 9 7.5 5.5 3 - 14 12 10 8.5 7 5,5 4 3 14 12 5 03 5,5 4 3 - 14 12 10 9 8 6 - - 14 12 10 9 8 6.5 5 3.75 14 12 10 8.5 8 5 4 - 14 12 8 85 5.5 3 - - 14 12 10 9 8 8.5 4.5 3.5 14 12 10 8 7 5 3.5 3 14 12 10 9 7.5 6.5 4 3 14 12 10 8 6.5 4 - - 14 12 9 7.5 0 4.5 35 - 14 10.5 7 5.5 4.5 3.5 - - 14 12 10 83 7 4 - - 14 12 10 9 7.5 5.5 4 - 14 12 A 7 7.5 4.5 - - 8' 0" 4 11 7 5.5 4.5 - - - 14 12 10 9 7.5 5.5 4 - 14 12 9 7 6 45 3 - - 14 12 49 8 6.5 5 3.5 - 4 12 A5 7 5.5 3 - - 14 12 8 8.5 5.5 4 3 - 12.5 9.5 6 5 4 3 - - 4 12 9.5 7.5 6 - - - 14 12 95 8 0.5 5 - - 14 12 8 6 6.5 4 - - 9' 0• 3 9.5 8.5 5 3.5 - - - 14 12 10 8 6.5 5 - - 14 12 0 6.5 5 4 - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 12 85 7 5.5 4 _ _ 14 11.5 7.5 B 4 - - - 14 11 7 5.5 5 3,5 - - 11 8 5.5 4.6 3.5 - - - 14 12 8 8.5 4.5 - - - 14 12 8.5 7 5.5 4 - - 14 10.5 7 5.5 6 4.5 - - 10,-0' 11.5 8.5 5.5 4 - - - - 14 12 9 7 6 4.5 - - 14 11 7 6.5 4.6 3.5 - - - - - - - - - - - - - - - - - 14 12 8 6 5 4 - - 14 10.5 7 5 3.5 - - - 13 95 6.6 5 4 3 - - 10 7.5 5 4 3 - - - 14 11 7.5 5.5 - - - - 14 11.5 9 6 6 4 - - 125 9.5 6 5 4 4 - - 11- 10.5 8 5 - - - - - 14 12 8 6.5 5.5 4 - - 13 10 6.5 5 4 3 - - 12.5 9.5 5 - - - - - 12 9 6 4.5 4 3 - - 9 7 4.5 3,5 3 - - - 14 10 7 - - - - - 14 10.5 7 5.5 45 - - - 11.5 8.5 5.5 4.5 3.75 - - - 12' 0' 9.5 7 4.5 - - - - - 14 11.5 7.5 6 5 - - - 12 9 6 4.5 4 - - - - - - - 13 10 6.5 5 4 - - - 11.5 8.5 43 - - - - - 11 8 5.5 4 3.5 -- 135 9.5 6 - - - - - 13 9.5 6.5 5 4 - - - 105 8 5 4 - - - - 13' 9 6.5 - - - - - - 14 105 7 5.5 4.5 - - - 11 8.5 5.5 4.5 3.5 - - - - - - - 12 9 6 4.5 4 - - - 10.5 8 - - - - - - 10 7.5 5 4 3 - - - 75 55 4 3 - - - - 12.5 83 - - - - - - 12 9 6 4.5 4 - - - 9.5 7 5 4 - - - - 140• 8 6 - - - - - - 13 8.5 6.5 3 - - - - 10.5 7.5 5 4 - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 11 8.5 55 4.5 - - _ _ 10 7.5 - - - - - - 9 7 4.5 35 - - - - 7 5 3.5 3 - - - - 11.5 - 11 8 53 4.5 - - - - 9 6.5 45 - - - - - 15' 7.s - 10.5 8 5 - - - - - 9 10 7 - - - 10 7.5 5 _ _ _ _ - 18' e - 6 4.5 3 - 93 - - - - - - - 9.5 7 5 - - - - - 8 6 4 - 0141111)17141 PRODUCT REVISED as complying with the FTndds Building Code Acseplancc No EL* ` ion Data Dy ATI••1 Dsd6 'I D62¢,o3 `JI Z,p17 PRODUCT RENEPEt as comply/HA IV KB At., Florida Building Cock Aoeeplance Ne 0 Dace MIAMI-DADE COUNTY ANCHORS SPACING L.EDEND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP WI CAP TAPPER+ • SEE ATS OF USE FOR RIDE)Kx4ON SHEET 28 BLADE WORKING IN UNISON • S .9, �Pv v\CEN �. A.... AA4jI1111111111111111`1 P.E. SEAL/SIGNATURE/DATE * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (Min. Ise - 3 Rol) - 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUI DEK. (Min. FC = 3 ksl) - 1/4'0 x 3/4' ALL POINTS. SOUD-SET ANCHORS, AS DSTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Mlo. YC = 3 kW) - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. Pc - 2 kai) - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC., AND DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER ST51E/XS ASSOCIATION, INC. (Min. Fc - 3 NM) NOTES: Al) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. A.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO 114E POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON NOTES Al) & A2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR TWTHOUT METAL SUDS CONSULT THIS ENGINEER, FOR INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 28A. (B) TO EXISTING CONCRETE BLOCK: (ABTA C-90) - 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4'0 It 3/4' ALL POINTS SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC.. AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP WI CAP ANCHORS AND TAPPER+ ANCHORS IS 1 I/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1", B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOUS -SET ANCHORS SHALL BE ENTIRELY EMBEDDED. INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.5. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, ANO 1' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & .132) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WRHOUF METAL STUDS CONSULT THIS ENGINEER, FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 284 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (EAT.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. •• • • • • • • EDGE DISTANCE VERSN(_S_SPACING SCHEDULE FOR ANCHORS. FOR E. D. LESS THAN THE INDICATED. REDUCE FOLLOWING FACTORS. SPACING INDICATED FOR EACH ANCHOR TYPE. MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MWIMUM ACTUAL ED) E DICTANCE E.D. FACTOR TAPCON W/ ADVANCED 1NREADFLIRM TECH. ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + MIN: SPACING MIN. SPACING 3' 4' MIN. SPACING = 3 1/2' MIN. SPACING = 3' 3 3/4' 4' PCH9•0 CONCRETE IRE EQ • 3 1/5' CIE BLACK MR ED. • 2 1/2' POURED CONCRETE & CONCRETE BLOCK MR EE•3 POURED CONCRETE & CONCRETE BLOCK MR EED. 'MR RX96D GH IE ED. • 3 1 CR0781E BLCCX MN 01.2 1/Y 3' 0.90 1.0 0.78 1.0 0.84 1.0 2 1/2' 0.81 1.0 - - 0.87 1.0 2' 0.71 - - - 0.51 - 1 3". 0.91 _. _ - 0.43 - •: IA• j®4®7-41 • •_• • - - 0.35 - • • •• • • • •• • /- ' T••T O I•N O . ••. • TILLIT TESTING, & ERGINEERINS•COMPAM 5355 N.W. 30IR SP SM. 3O5,9VI8GIt5 DARRNS. SLORIMA 33166 Phon• (It 5]6ZZ1-153i 'Fox : (305)8*-1,31 • T lOoit IGRco•ad.eom • • EB-0006719 WALTER A TILUT Jr. P. E. FLOROA Us. I 44167 • • • FLORIDA BUILDING CODE (High Velocity Hur icone Zone • i[UTTER=CH. INC. • • (ASSA # 26) • • • • ♦♦$'85i WEST 2 COURT • • �1 FL 33014 PH (305) 823-2323 FAX (305) 826-7979 ® 2012 EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA NV' Accordion Shutter Syetm H.Y_BUDE /1 W/ OR W/O RV WINOOI BLADE & H.V. BLADE li REY. No DESCRIPTION DATE Drawn by: F.R.L. OLD 14-004 06/01/15 DATE: 06/01/15 2 DRAWING No 15-155 SHEET 14 OF 28 • • • • • • • • • • • • •• •• • • • • • • • • • • • • a • • • • • • • • • • • • • • • • • • • •• •• • • • • • • MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE MOUNTINGS I, A, K & L ON SHEET 7) MAXIMUM SPAN 0)ASD.DESIGN • POURED CONCRETE U. WALK MOl1R & 1 O ENCN QJ RAINGUARD MOUNTING ®WAU./FLOOR MOUNTING ©WALL/WALK OVER MOUNTING NEGATIVE LOAD (pal) AAM S.D.DESIGN NEGATIVE L(pet) A.S.D.OESIGN NEGATIVE LOAD (pet) A.SDAESM.N NEGA1NE LOAD (pef) 30 40 60 75 90 120 180 205 30 40 60 75 90 120 183 205 30 40 BO 75 90 120 160 205 30 40 60 75 90 120 160 205 3-0 OR LESS 14 12 10 9 8 8 6 6 12 12 12 12 12 11.5 8.5 6.5 7 7 7 7 7 7 7 5.5 5 3 5 5 5 5 5 5 14 12 10 9 8 8 6 5 12 12 12 12 12 12 93 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 105 6 5 4.5 7 7 7 7 7 7 7 6.5 5 5 6 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 10 7.5 5 7 7 7 7 7 7 7 7 8 5 6 5 5 5 5 5 4'-0� 14 12 10 9 8 5 6 6 12 12 12 12 11.5 0.5 5.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 14 12 10 9 8 e 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 6 5 5 5 14 12 10 9 8 8 6 8 12 12 12 9.5 8 8 4.5 3.5 7 7 7 7 7 7 8.5 5 5 5 5 5 5 5 5 6 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 6 5 5 5 5•-0„ 14 12 10 9 8 8 6 6 12 12 12 II 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 5 5 5 4 3 14 12 10 9 8 8 6 e 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 9.5 7.5 5 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 5 5 4 14 12 10 9 a a 6 6 12 12 12 9.5 8 8 4.5 - 7 7 7 7 7 7 55 4 5 5 5 5 6 5 5 4 6,-0. 14 12 10 9 8 8 6 6 12 12 11.5 9 7.5 55 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 3.5 - 14 12 10 9 8 8 6 8 12 12 12 10 8 e 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 6 6 6 12 12 5 6 5 4 3 - 7 7 7 7 7 5.5 4 - 5 5 5 5 5 5 4 3 14 12 10 9 8 8 6 8 12 12 10 8 5.5 5 3.75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 - 7,-0• 14 12 10 9 5 5 6 6 12 12 10 5 5.5 5 3.5 - 7 7 7 6.5 5.5 4 - - 5 5 5 5 5 4 3 - 14 12 10 9 8 5 0 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 8 6 6 6 12 10 63 5 4.5 3 - - 7 7 7 7 5.5 5 3 - 5 5 5 5 5 5 3.5 3 14 12 10 9 5 8 6 6 12 12 5.5 7 55 4 - - 7 7 7 7 7 5 - - 5 5 5 5 5 5 4 - 8•-0" 14 12 10 9 8 8 6 - 12 12 8.5 7 5.5 4 3 - 7 7 7 5.5 45 3 - - 5 5 5 5 4.5 35 - - 14 12 10 9 8 8 6 - 12 12 10.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 14 12 10 9 6 8 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 55 4 - - 5 5 5 5 5 4 3 - 14 12 10 0 6 8 8 - 12 11 7.5 6 5 3.75 - - 7 7 7 7.5 6 43 - - 5 5 5 5 5 4.5 - - 9,-O 14 12 10 0 8 8 - - 12 11.5 7.5 5 5 3,5 - - 7 7 6.5 5 4 - - - 5 5 5 5 4 3 - - 14 12 10 9 8 6 - - 12 12 9.5 6.5 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 0 8 8 - - 10.5 8 5 4 35 - - - 7 7 7 6 5 3.5 - - 5 5 5 5 5 4 3 - It 12 10 9 8 8 - - 12 10 6.5 5 45 - - - 7 7 7 5.5 5.5 - - - 5 5 5 5 5 4 - - 10'-0" 14 12 10 9 8 8 - - 12 10.5 7 5.5 4.5 3.5 - - 7 7 55 4.5 3.5 - - - 5 5 5 4.5 3.5 - - - 14 12 10 9 8 8 - - 12 11 8.5 6 5 3.5 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 4.5 14 12 10 9 8 8 - - 9.5 7 45 35 3 - - - 7 7 7 5.5 4.5 - - - 5 5 5 5 4.5 3.5 - - 14 12 10 9 8 8 - - 11 9 6 5 4 - - - 7 7 7 6 5 - - - 5 5 5 4.5 5 - - - 11•-0„ 14 12 10 9 8 8 - - 12 9.5 8 5 4 3 - - 7 7 5 4 3 - - - 5 5 5 4 3.5 - - - 14 12 10 9 8 8 - - 12 II 7 6.5 4.5 3.5 - - 7 7 7 7 7 7 3.5 - 5 5 5 5 5 5 5 4 14 12 10 9 8 8 - - 8.5 0.5 4 3.5 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - - 14 12 10 9 8 8 - - 11 8 5.5 4 - - - - 7 7 7 5.5 4.5 - - - 5 5 5 5 4.5 - - - 12•-0.. 14 12 10 9 6 - - - 11.5 8.5 5.5 4.5 3.5 - - - 7 7 4.5 3,5 - - - - 5 5 4.5 3.5 3 - - - 14 12 10 9 8 - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 8 - - - 8 6 4 3 - - - - 7 7 5.5 4.5 3.5 - - - 5 5 5 45 4 3 - - 14 12 10 9 8 - - - 10 7.5 5 4 - - - - 7 7 8 5 - - - - 5 5 5 5 4 - - - 13•-0" 14 12 10 0 8 - - - 10.5 8 5 4 3.5 - - - 7 5.5 4.5 3.6 - - - - 5 5 4.5 35 3 - - - 14 12 10 9 6 - - - 11.5 3.5 8 4.5 3.53 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 8 - - - 7 55 3.5 3 - - - - 7 7 5 4 3 - - - 5 5 5 4 3 - - - 14 12 10 9 8 - - - 0 7 43 3.75 - - - - 7 7 5.5 43 - - - - 5 5 5 4.5 4 - - - 14-0„ 14 12 10 9 - - - - 10 75 5 4 3 - - - 7 6 4 3 14 12 10 9 - - - - 10.5 8 5.54 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - - - - 6.5 5 3 - - - - - 7 7 5 3.5 - - - - 5 5 5 4 - - - - 14 12 10 9 -- 15•-0. 14 12 10 - - - - - 9 7 45 3.5 3 - - - 7 5.5 35 - - - - - 5 5 3,5 3 - - - - 14 12 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 12 10 - -- 14- 16•-0. 14 12 10- 14 12 10 - - - - - 9.5 7 4.5 3.5 3 - - - 7 7 7 7 6 3 - - 5 5 6 5 • • 4.51311 •- 14 12 10 - - - - - 6 45 3 - - - - - 7 6.5 4 - - - - - 5 5 4 3.59 - - - •- 1 14 12 10 - - - - 75 5.5 3.75 - - - - - 7 7 4. _ - - - - 5 5 45 -• - - - 41 PRODUCT REVISED as Building CodaW with theflarWa Acceptance N9 /5_ 06 z-4.0; U'4NTaiwax*, Zo/7 Dy Mimi ct Cnnlni PRODUCT RE MFWED as complying with the Florida Dthlding Colo �.1 Accepts ce Noll_ 5ir011i0n Date Ity h4 01 MIAMI-DADE COUNTY • ANCHORS SPACING I FGFND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 0 VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #4, SHEET 12 HV BLADE ONLY • • • • •• • • Ilk • • •• ••• •• • I_IIIoJNC.\. • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone; • NUTTER -TECH. 1Nc. TILLIT TESTIN• & BNGINEERIMO•QOMPANY 6355 N.W. 365. W. St.. 3041VE0MR CN•ENS}fI0114A 3316041 Phone ::05)871-15ste Fax : (303)191-9.31 • • 41•710ll: I•.co•aoLcom • • EB-0006719 PH WALTER A. RUT Jr. P. E. FLORIOA tic. A 44167 • • (A5SA 111 26) • • 114'15*CW.uEST 2 COURT L • • • • IA 'EAH. FL 33014 (305) 823-2323 FAX (305) 826-7979 • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • in • • • •• •• • • • •• •• • • • • • • ••• • • .•. • • CO 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV ' Accordion Shutter System H.V. 8LtDE I1 W/S)R-W/D H.V WINDOW BLADE & H.Y. RIME I� REV. N DESCRIPTION DATE Drown By: F.R.L OLD 14-004 05/01/15 DATE: 06/01/15 3 DRAWING No 15-155 SHEET 15 OF 28 MAXIMUM ANCHOR* SPACING (In.) SCHFDULE FOR A GIVEN MAX. SHUTTER SPAN DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS A 8, C, D MD F ON SHEET 8) MAXIMUM SPAN (H) CONCRETE BLOCK @WALL SILL MOUNTING (WALL SILL1ROUNTING ©WALL SILL MOUNTING �r v,&() MOUNTING ER/SU' ©WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING AS D. DESIGN NEGATIVE LOAD ban AS D. DESIGN NEGATIVE LOAD 060 AS D. DESIGN NEGATIVE LOAD (pa0 AS D. DESIGN NEGATIVE LOAD 010 AS D. DESIGN NEGATIVE LOAD (sal) AS D. OFSYN NEGATIVE LOAD (5,30 160 205 30 40 80 75 90 120 180 205 30 40 60 75 90 120 180 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 203 30 40 60 75 90 120 160 205 30 40 60 75 90 120 3'-D• OR LESS 14 12 10 9 8 7,6 - - 14 12 10 9 8 75 4 4 14 12 10 9 8 i.5 5.5 4.5 8 8 8 8 8 7.6 5.5 4.5 14 12 10 9 8 7.5 5.5 - 14 12 10 9 8 7.5 5.5 - 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 6 14 12 10 9 B 8 6 3.5 8 8 8 8 8 8 7.5 6 14 12 10 9 8 8 6 3 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 7 8 8 6 8 6 6 6 7 14 12 10 9 8 8 6 - 14 12 10 9 8 0 6 6 4'-O" 14 12 10 9 7,5 5.5 - - 14 12 10 9 7.5 5.5 - - 14 12 ID 9 7.5 5.5 4 - 8 8 8 8 7.5 5.5 4 - 14 12 10 9 73 5.5 - - 14 12 10 9 73 5.5 4 - 14 12 10 9 5 7.5 - - la 12 10 9 8 7.5 5 - 14 12 10 9 8 73 53 - 8 8 8 8 8 7.5 5.5 4.5 14 12 10 9 8 7.5 - - 14 12 10 9 8 7.5 0 - 14 12 10 9 8 8 - - 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 4.5 8 8 8 8 8 8 7 5.5 14 12 10 9 8 8 - - 14 12 10 9 5 5 6 - 5 -0 14 12 9 7.5 0 - - - 14 12 9 7.5 6 4.5 - - 14 12 9 7.5 8 4.5 - - B 6 8 7.5 6 4.5 - - 14 12 9 7.5 6 - - - 14 12 9 7.5 6 4.5 - - 14 12 10 9 8 - - - 14 12 10 9 a 6 - - 14 12 10 9 8 6 4 - 5 8 8 8 5 6 4.5 3.5 14 12 10 9 8 6 - - 74 12 10 9 8 6 - - 14 12 10 9 8 - - - 14 12 10 9 8 7.5 - - 14 12 10 9 5 7.5 4.5 - 8 8 8 8 8 7,5 5,5 4 14 12 10 9 8 - - - 14 12 10 9 8 7.5 - - 6-0 14 11.5 7.5 8 - - - - 14 11.5 7.5 6 5 - - - 14 11.5 7.5 8 5 - - - 8 8 7.5 6 5 - - - 14 11.5 7.5 6 4 - - - 14 11.5 7.5 6 5 - - - 14 12 10 6 4 - - - 14 12 10 5 7 4 - - 14 12 10 e 7 5 - - 8 8 a 8 7 5 3.5 - 14 12 10 8 4.5 - - - 14 12 10 8 7 4 - - 14 12 10 9 3 - - -+14 12 10 9 8 4.5 - - 14 12 10 9 8 6 - - 8 8 6 6 8 6 4.5 - 14 12 10 9 5 - - - 14 12 10 9 8 4.5 - - 7'-O• 13.5 10 5.5 - - - - - 13.5 10 6.5 5 4.5 - - - 13.5 10 6,5 5 4.5 - - - 8 a 5.5 5 4.5 ^ - - 13.5 10 8.5 5 - - - - 13.5 10 8.5 5 4.5 - - - 14 12 9 5 - - - - 14 12 9 7 8 - - - 14 12 9 7 e 3.5 - - 8 8 a 7 6 4.8 - - 14 12 9 7 - - - 14 12 9 7 6 - - - 14 12 10 6 - - - - 14 12 10 05 7 - - - 14 12 10 6.5 7 4 - - 8 8 8 B 7 6 4 - 14 12 10 6 - - - - 14 12 10 8.5 7 - - - 8'-0" - - 14 11.5 7.5 - - - - - 14 113 7.5 6 4 - - - 14 11.5 7.5 6 5 - - - 8 8 7.5 5 5 3.5 - - 14 11.6 7.5 6 - - - - 14 11.5 7.5 8 5 - - - 14 12 9.5 - - - - - 14 12 9.5 73 4.5 - - - 14 12 9.5 7.5 6 - - - 8 a 8 7.5 6 4.5 - - 14 12 9.5 - - - - - 14 12 9.5 7.5 4.5 - - - 9'_0" 105 73 - - - - - - 10.5 73 5 4 - - - - 10.5 7.5 5 4 - - - - 8 7.5 5 4 - - - - 10.5 7.5 5 - - - - - 10.5 75 5 4 - - - - 14 10.5 4 - - - - - 14 10.5 7 5.5 - - - - 14 10.5 7 5.5 3.5 - - - 8 8 7 5.5 4.5 3.5 - - 14 10.5 7 - - - - - 14 10.5 7 53 - - - - 14 12 5 - - - - - 14 12 8 6.5 - - - - 14 12 8 8.5 4.5 - - - 8 8 8 5.5 5.5 4 - - 14 12 5 - - - - - 14 12 a 5.5 - - - - 10'-0" 9 7 _ _ _ _ _ _ 9 7 4.5 _ - _ 12.5 9 - - - - - - 12.5 9 8 - - - - - 12.5 9 6 4,5 - - - - 8 8 6 6 4 - - - 12.5 9.5 3 - - - - - 12.5 9.5 a 3.5 - - - - 14 11 - - - - - - 14 11 7.5 - - - -- 11'-0" 83 11 8.5 - - - - - - 11.5 8.5 53- 133 12'-0" 73 - 7.5 5.5 - - -- 12.5- 7 - - - - - 8.5 _ _ _ _ _ - 8 8 5 4 - - - - 10.5 4 - - g _ _ _ _ _ 10 _ _ _ _ _ _ _ 16'-0" 5.5 _ _ 7.5 _ _ _ _ _ _ _ 7.5 _ _ - PRODUCT REVISED es noiaiinng Code Acceptant the Florida Acceptantt No 5- Db L.4 03 lisp Date 20/7 BY/ Mmni 1'. Li etCon PRODUCT RENEWED e3 complying with the Florida Building Cade Acccptonce No Gxp' . ion Datc By MIAMI-DADE COUNTY 4- .\-ZENS - <IA zirEA O- • •• • • • • • • • • •• • • • • • • JO.. A. •• • • • •• • • / IL A; OJNc...�. ANCHORS SPACING LEGEND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 • SEE LIMITATIONS OF USE FOR BLADE OA ON SHEET 28 (1D HV BLADE OR HV BLADE W/ 1(� HV WINDOW BLADE WORKING IN UNISON FLORIDA BUILDING CODE (High Velocity Hurricane Zone' SHUTTER =I:CH. arc. •c'•" TCf F •� • • • • ••• :24, • FloRI •. G�.� 6355 N.W. 381 0115_ Sla t3O� V8GRI* RSI*IE5 RO•554 331e • • • �'A4,SsION1Al"1�R, o ' Phone : ) 71-15�n . Fox : (305)8,1-W531 • • • 1n11n1ecoOool.com • • • P.E. SEAL/SIGNATURE/DATE E8-0006719 WALTER A. 11LLR Jr. P. E F1.0150,4 LIc. I 44167 • (ASSA # 26) ►4'8'''��8�W�'E""ST 2 COURT iHU4.EAH, FL 33D14 • PH (305) 823-2323 FAX (305) 826-7979 ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA NV' Accordion Shutter System H.Y. 81ADE /1 WI OR W/O N.Y WINDOW MADE & N,V. BLADE I ) REV. No DESCRIPTION . OLD 14-004 DATE 06/01/15 Omen by FR.L DATE: 06/01/15 3 4 DRAWING No 15-155 5 • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SHEET 15A OF 28 6y Miami MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) MAXIMUM SPAN (ft) LJ F I---- T T !_ .enh.. SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1/2" MIN. CDX PLYWOOD WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS P & Q NEGATIVE AS.D. DESIGN LOAD (par'WEGATNE ASD. DESIGN LOAD (pa1OTEGATIYE A.S.D. DESIGN LOAD (psf'EGATIVE A.S.D. DESIGN LOAD (psi :NEGATIVE A.S.D. DESIGN LOAD (paCNEGA1l E A.S.D. DESIGN LOAD (pal)JEGATNE A.S.D. DESIGN LOAD (pet 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3'-0. OR LESS 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 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 10 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 6 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'-0" 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 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 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0" 12 10 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 2.5 2 - - 6 5 4 4 - - 8'-0" 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - - - 9'-0" 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 1 0 4 2.5 - - 4 3 2 - - - 6 5 3.5 - - - 10'-0' 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - - - 11'-0" 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 12 10 - - - - 3 2 - - - - 6 5 - - - - 13'-O" 12 10 - - - - 4 3 - - - - 12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - - - 6 4 - - - - 14'-0" 12 10 - - - - 4 3 - - - - 12 7 - - - - 3 2 - - - - 12 5 - - - - 2.5 2 - - - - 6 3 - - - - 15'-0" 16'-O" + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON OR TAPCON WITH ADVANCED IHREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET IN AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2012 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING - SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) - DOUGLAS FIR W/ G-0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ G•e0.43 (N.D.S.) -SPRUCE PINE FIR 501TTH W/ G=0.36 (N.D.S.) - MN. 1/ST CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. PRODUCT RBVIDEO AS complying with the Flurl& BuiAcceptance No -0624. 03 EWir+(iouDate zo/7 onto( AHllllllllglba p. Ttt(/� ., 'RODUCT RENEWED ..... .A" q u complying with the Florida �_l��,: ' �(AENSF %y T.adingCode eeep: ce Nn ►� 1.01 E. on Dote. IF1',f 024 E. ;�Catilt•"1401"t-:•C ° # IA @ ,i '-i FSSION..... ` '/69llttNIHHtoo . MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE (1� HV BLADE OR D HV BLADE W/ ® HV WINDOW BLADE WORKING IN UNISON •• • • • • • • • • • • • SEE UM ATIONS OF USE OF BLADE IA ON SHEET 28 • • • • • • • • • • • •• • • • •• / IL E.c.Q.IN1:,•`_4 • • TILUT TESTING & EIIGINE!RING COIIIP'R11( 5355 N.W. 351h. St.. St.+115. viecimtcyce6, F1.AtIDAS31eI Phone (305)671-1 Jyy .� Fa.: 7305)871-153 6co .-.6:-l1•ad'wm EB-0006719 WALTER A. OUIT Jr. P. E FLORIDA Lie_ 144167 • • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone; SHUTTER:11CH, tnc. •• •(A,1SA•I 26) • ' .705 IaES' 2 COURT • • • • HHIA.EAH, 1FL 33014 • PH (305) 823-2323 FAX (305) 826-7979 0 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HE" Accordion Shutter System H.V. BADE It W/ OR W/O H.V WINDOW BLADE & H.V. BLADE 42 SET. No DESCRIPTION OLD 14-004 DATE O6/01/IS Drown by: F.R.L. DATE: 06/01/15 4 DRAWING No 15-155 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • SHEET 16 OF 28 MAXIMUM ANCHOR+ SPACING 1jn.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN NEGATIVE A.S.D. DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) MAXIMUM SPAN (ft) L I--? T SOUTHERN PINE No. 2 W MIN. G=0.55, OMI)N GS O.50FIR W/ SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 B.O. WALL MOUNTINGS S & V B.O. WALL MOUNTINGS S & V B.O. WALL MOUNTINGS S & V NEGATIVE A.S.D. DESIGN LOAD (pal)NEGATIVE AS.D. DESIGN LOAD (pot) NEGATIVE A.S.D. DESIGN LOAD (psf, 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3'-0" OR LESS 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 10 6'-0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 9.5 8 7'-0" 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 10 8 8 8'-0" 12 12 12 12 12 12 12 12 12 12 10.5 9 12 12 11 8.5 7 7 9'-0" 12 12 12 12 12 10.512 12 12 11 9 8 12 12 9.5 7.5 6.5 6 10'-0" 12 12 12 12 11.5 9.5 12 12 12 10 8 7 12 12 8.5 7 6 5.5 11'-0" 12 12 12 12 10 8.5 12 12 11.5 9 7.5 6.5 12 12 8 6 5 5 12'-0" 12 12 12 11.5 9.5 8 12 12 10.5 8 7 6 12 11 7 6 5 4,5 13'-0" 12 12 12 10.58.5 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 5.5 3.5 11.5 8.5 6 4.5 4 3 16.-0" 12 12 10.58.5 6.5 4 11.512 8 6 4.5 3 11 8 5.5 4 3 - n HV BLADE ONLY PRODUCT BRVISED as complying with the Flmlds Building Code Acceptance No S- o 6 2 03 Eupi • o Dale �2•/7 nl By Miami 174dWEibdurl . ntml PRODUCT RENEWED as complying with Lhe Florida Building Cod Am -Vance No Eopir;tion Date fib By M MIAMI-DADE COUNTY 5• 111111111H1 . 3t •\NCENSF:' ✓9 44A,ONAL ` . P.E.SEAMMTUR E/DATE 4. NOTES ON ANCHORS REOUIREMENTS: WOOD SUBSTRATES 1. ANCHORS TO WALL. FLOOR OR SOUD WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2012 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) - DOUGLAS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -MIN. 1/2' CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, • • • • • • • • •• •• • •• • • • • • • •• ••• •• • • T • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone, ® 2012 EASTERN METAL SUPPLY. INC. SHUTTER -TECH. nu.. IL E!�•O•nNc.•\ F•• . (As•SR f 26) • • • • • • ��.,• TILUT TESTING & EIICINEL11ING COMPRNAI • • "Apt `Y`"•2 COURT 0355 N.W. aelh. St, SIT. 3a, wr1GR1M DEN! TLEINDA:516E• Phone : 005)671 $jQ. Fax7 )871-1531• F • • .ita ,•It 33014 o m •c m 19 W1LT� I WTJr. P. E. PH (305) 823-2323 FAX (305) 826-7979 FLORIDA Ue. r 44167 MAXIMUM IMPACT HV7 HV2 ACCORDION SHUTTER BERTHA Hit' Accordion Shutter System H,V, BLADE /1 W/ OR W/0 H.V WINDOW BLADE & H.V. BLADE 1Z REV. No DESCRIPTION OLD 14-004 DATE 06/01/16 F.R.L DATE: 06/01/15 4 DRAWING No 15-155 IF IMF • • • • • • • • • • • •••. • • • • • • • • • • • • • • •• •• • • • •• •• 4960 • • • ••• • • SHEET 17 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 10 HV & g HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE CD ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN LOAD. SEE SHEET 28 FOR MAX SPAN & DESIGN• LOAD FOR INSTALLATION WITH BLADE Q & (`(� WORKING IN UNISON IA ir EXISTING GLASS 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ I 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) J-IV WALL HEADER INSTALLAT ON. EXISTING GLASS--1 MIN, SEPARATION 2-""CONT. 111------ TO GLASS WOOD PLATE j (ONE E REO'D. i ON SHH EET T 12) 12) OR9 1/4"0 TAPCON WRH ADVANCED THREADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) 1/2" MIN. CDX PLYWOOD REQ'D. LEXIS11NG MIN. 2"x4 STUDS 0 16' O.C. MAX. REO'D. PLYWDOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. © HV WALL SILL. INSTALLATION. PRODUCT REVISED es complying with 1M Flodide Building Code _ AcCeplonen No 0 Z O3- s.•gLi inn MN 4. 7.0/7 OR ®• EXISTING 1 GLASS-1 EXIGLSS STING 2"x4" CONY. WOOD PLATE REO'D. EXISTING MIN. 2'x4" STUDS 0 16' O.C. MAX. REO'0. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. 1/4"0 TAPCON WITH ADVANCED READFORM TECHNOLOGY W/ 1 1/2" hen. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) OR� � _1•"M" 1/4"0-20z3/4" S.S. MACHINE SCREWS W/ 1/4"-20 NUTS 0 12' O.C. ��OPBONAL WALL FINISH EXISTING MIN. 2'x4" WOOD HEADER REQUIRED MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 12) .HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1/2' MIN. CDX PLYWOOD REOD P11.6DUCTRET4EWED �.�*4 •1:'A11.:`</TA'i.�� as complying with the Florida CodeP:•'�CENS•'':'�. Building .e .� i Acttptance Nb I '02I.01 — Expi .inn lT.Oe 1i�'•7 O2.' I 1 _• • !.l" * c M iI) a=aMc -0• STATE OF ;�44�` Q•. 441 '53Ai' NALiNC;a``�`a• P.E. SEAMI ATURE/GATE MIAMI—DADE COUNTY 1/4"0-20x3/4" S.S. MACHINE SCREWS W/ 1/4'-20 NUTS 12" D.C. 1' Min. 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/2' Ms. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) WALL FINISH 0 MN. SEPARATION TO GLASS (SEE SCHEME CW I` 12 ICH ( y EXISTING 1 ON SHEET 26 T01 GLASS --I BLAL1fSQ1 4' 2'x4" CONT. SILL PLATE READ. SUE' 1—SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. 2—MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. • • • • • •`EE *DRAWS OF�ISE.OF WV WALL SILL INSTALLAQONdrucli'A N 6MEEL28• •• • • • • • r: IV • • •• • • • •• IILIECOINC. • SS • I WALL FINISH DR 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Mln. PENETRATION OF THREADED AREA MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) OGJIV WALL SILL INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) EXISTING u II II •• • 1/4"0-20x3/4" S.S. MACHINE SCREWS USING 1/4"-20 NUTS • 12" O.C. ALL FINISH "Min 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) R ® HV WALL SILL INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone' SHUTTER TECH, ixc. II • • • (ASS. # 26) TILUT TESTING & Et INEItING COM1t,91 • • '•483 4ST:2 COURT 6355 N.W. 36111. SL, SM. 7/, WR6INIAFARDLNb moos weft Phone : (305)8714530 . Fax • 605)37i-1531• 1 • • •I!IA4 EAT, 1:. 33014 • PH (305) 823-2322 FAX (305) 826-7979 mae•aat•am 6719 WALTER A. TEN Jr. P. E. FLORIDA Us. fI 44167 • CI 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV7 HV2 ACCORDION SHUTTER BERTHA HV`' Accordion Shutter System IIY, 4DE /1 WI OR WIO H.V WINDOW _BLADE & H.V. BLADE 12 REV. DESCRIPTION DATE Drown by F.R.L. OLD 14-004 06/01/16 DATE: 06/01/16 2 4 DRAWING No 15-155 SHEET __ 18 OF 28 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 10 HV & ® HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE (1) ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN LOAD. SEE SHEET 28 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE & (1 WORKING IN UNISON WALL FINISH 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 I/2" Arm. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. C (SEE SCHEDULE ON SHEET I ) POONAL EXISTING MIN 2'x4' IXISTING—i HEADER REO'D MAN. SEPARATION GLASS III TO GLASS (SEE SCHEDULE ON SHEET 12) 1" Min. —EQ EQ 1/4"0-20x3/4' S.S. PMLUPS TRUSS HEAD CHINE SCREWS W/ 1/4"-20 NUTS O 12" O.C. .250" Wm. I � I OS HV WALL HEADER INSTALLATION NOSES: 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) PRODUCT REVISED as complying with the fledd, building Cady Acceptance No 5-o62¢, ey CYWr9tlon Don c I to/7 -EQ=EQ 1/4"0 TAPCON WITH ADVANCED THREADFORM Min. TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA 0 NIDWTOTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 17) 1/4" Max. OR® 1/4"0-20x3/4' S.S. PHILUPS TRUSS HEAD MACHINE SCREWS W/ 1/4'-20 NUTS 0 12' O.C. a ® HV WALL SILL INSTALLATION Miami Dade ell l Contra PRODUCT H:UNEWUU as can:yiying with the Florida Building Cade Acceptance No Expi . Date Dy Alit I D MIAMI-DADE COUNTY 4"x8" (Min) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD BEAM (SEE SCHEDULE ON SHEET 16) EXISTING GLASS --I YK S PAAATON TO NTE LOEgdl 12 FOR 9.10E I ON *CET 28 or©ori0 OT HV CEILING INSTALLATION. 1 TO I SOnDUE AN)Al) EXISTING I ID OR B 2aQ;4 GLASS\ I a IDFs()•QA I ALTERNA ANCHOR LOCATION © . 2"x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) • • • • • • • • wooingOW HV FLOOR INaTAi.L2TIaN • y. $14x3/4' S.M.S. 0 6" D.C. OPEN HOLE AT EACH STUD TO ACCEPT 5/16"0 LAG SCREW AT CENTER OF TUBE. OU }IV CEILING INSTALLATION OR @• $10x3/4" HEX WASHER HEAD TER SCREWS 0 12" 0.c lg,\ R:.... J �CVGEN 67.- */�^ T STATE OF 4 ,c 0910' 441 1490,4ONAL �NNe lllll 11 11\\1. P.E. SEAVgf )'JURE/DATE • • • •• • • • •• rl� IOJNC. • TILLIT TESTING & ENGINEERING COMER 6355 N.W. 361h. SI., M. 30* WiGINIA •4i0ENSWFLOSIA3•166.0 Phone (305)87I-0530 . Fen 7(3105)871-1531 • e -rne II•L•c•60oalJam • EB-0006719 WALTER A. TUG Jr. P. E FLORIDA Uc. $ 44167 EDGE OF DECK IF APPUCABLE EXISTING 1 GLASS-1 • SEE lWART ONS OF USE OF A OA MEET 26 • _ MIN. SEPARATION f TO GLASS (SEE SCHEDULE n ON SHEET 12) I EDGE (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER 0 24" O.C. REQUIRED EXISTING SOFFIT 3/4" Mex. THK. 1"x4"xt/8' CONT. ALUM. TUBE (6063-T6 ALLOY) W/ (3) 5/16'0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING W000 MEMBER, (2' Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA. VALID FOR INSTALLATIONS WITH 72 psf MAX. A.S.D. DESIGN LOAD AND MAX, SPAN, THIS INSTALLATION 15 ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL 2"x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE 1/4'0 F.H. TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION 2' IN OF THREADED AREA 0 MIOWIOTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) OX HV WALK —OVER INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone: el 2012 EASTERN METAL SUPPLY, INC. • • I • • s . •• SHUTTER TECH, ow. • • • • • • • • • • • • • •• • • • _- •. (ASSA• / 26) • • • • • • 1148Y W!ST 62 COURT • • I 111AINEAlFit 33014 • • • PH (305) 823-2323 FAX (305) 826-7979 • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV" Accordion Shatter System H.V. BLADE Si W/ OR W/0 H.Y. MOW BLADE & H.Y. BLADE ID REV. No DLSCRIPIION OLD 14-004 2 DATE 06/01/1! Drown by: F.R.L. DATE: 06/01/15 DRAWING No 15-155 SHEET 19 OF 28 • • • • • • • • • • 2'x4' MIN. WOOD STUDS. (AS APPLCABLE) WALL- FINISH LOOSEN; GLASS MN. SIIPARMICN TO ILAS (SEE SOE1 IXTEFUZE CN o FCR EUE m SHEET e IIIy\ 1 E/ .'. MAW /00 ! \ I SMIE @w0i®w C).0- 1 •0 / I .0-0.-O•®w J T•0.0w©•0•0w 0,-0.0aT•43w O•0-0.0w0.0 • END INSTALLATIONS Q HV & (14 HV♦ BLADES INTO 2"x4" MIN. WOOD STUDS. I/4•0 TAPCON WITH 'ADVANCED THREADEORM TECHNOLOGY RR 86IIIDEX ANCHORS • 8' 0.C. W/ 11/2• UK THREADED PENETRATION INTO STUDS OR W/ MW. 1/2' THREADED P1REFWl110N TO 1/2• CDX PLYWOOD IF N0 STUDS COST. MN. 1/2" MN. CDX PLYWOOD. 111Orl/2" S.M.S. 016 O.C. END CONNECTION DETAIL EXISTING GLASS1/4"A TAPCON WITH ADVANCEO THREAOFORM TECHNOLOGY MY BULDFX 2"14" MIN. WOOD ANCHORS W/ I 1/2"DIRNW, g.PMAIIRR ION STUDS REO•D. STUDS • 12' 0_C INTO STUDS a 12' O.C. 1 MN. TO GUS (SEE snarler ON SHEET 12 roe 00HIDE28 CAND ON SFEFOR HADES Ti) • 1/2• 1R11►1111_`_` rill 4 WALL FINISH T•0w0.Ow0•0 END CONNECTION DETAIL PRODUCT RF,VISCD. as complying with Ih6 Florida Building Code Acceptance No - O 62 .. 03 Dppi ion Dala - Dy M i Dad act orural 20/7 A 1/16'o3' MAX. (8063-T(4) CoNT. ALUM. CLOSER PLATE. (LOCATE 1/2 AT EIMER SIDE MN OF4®) I1ox1/2' S.M.S. 018 0.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS PRODUCT RENEWED 00 complying with the Florida building Code Acceptance olT 0 201.01 Expinyinn Date 0 MIAMI-DADE COUNTY WALL) ONION I/ • MIN CDX PLYM)OD. 2•x4' MIN. WOOD STUDS REO•D. -EXISING GLASS MN SEPAMI W TO GLASS (SEE SDEDULE CN 12 FCR HALE WARD ON SHEET 26 FOR MACES a&0 1/4'0 TAPCON WIDE EXISTING ADVANCED TI-READFORM TECHNOLOGY IOW BULDE% ANCHORS W/ 1 1/2' MIR. THREADED PENETRATION INTO STUDS 0 12" O.C. 11-0:= 0 0:' �•9 0.V 70-T"�•0w Ow©•9I,.©•0w ©•70.0-©•70•®' Q•Ow0.Ow0.0 END CONNECTION DETAIL ® 1/2' NIN. cox PLYNOOD- 7-GLASS 5— 10M I//2 5.M.5. 16 G.0 —S • MIN. -i.'...Ii . fe-A-5: i *i...dt',W. . , : : - .:it 2'x4" MIN. woo STUDS REO'0. WALL) FlMSH 1/2' MIN. 1Q OR y I WALL RNISH SEE DETAIL X FO SIDE CONNECTION TO TRACKS 2•T4' MIN. %DO10 STUDS ROOD. r_EXISTTING CUSS MN. 3TWIARCt44 TO CLASS (Si S?ODJLE CN SHEET 12 FOR ELIDE CARD CN SHEET 28 MR BAD6044 wpw©.0.-0-©.0- (1_0•6w0• 0w0.0" T•O.0-T•O.O- 0.0-0•®wp•0. 0•6w43•0w124•® END CONNECTION DETAIL 9® 1 MN SEPARATION TO CLASS (SEE SCHEME E OF SHET RR 12 RADE CN SHEET 28 FOR FOR RACES Ok� 0�mwaowTwO.Ow 0-0•(O.Ow 60.0•OwT•O•(3w 0•®w03•®wT•®^ T•®w0.0-0•6) CO CTION DETAIL © .1 e It? fy�Q�:•' . s Nt. ATE OF :, 7/ tSTLORIDi P.E. /SitnnIeNATURE/DATE OR®OR OR ©OR(f OROORG) PLAN •• ••• • • • • FEIAlk X • • • • • • • •• ••• •• IL' Epp_INC. \ • TILLIT- TESTING & ENGINEERING cowlW' 6355 N.W. 36111- SL• 51e. JO% 111WGINIASAR0EN10 FLOIMA 111316S Phone : (305)871-4530 . Fox • x05)871-1531 • e etoi• •1le04elbm • EB-0006719 WALTER A T1UJT Jr. P. E. FLORIDA Lk. / 44167 1 • • • 1/2' MR COX PLWIOOD, 1/2 W e 0•W 411/11,2 (50 15 NO Mj M1�� (n /ENln• SYS 10(,J A 01 1/4Y TMem 01 TAPLCt0 ono IDIA1K10 1Mu0106I 11001EL00Y m SAME ANOEO TO WEAR AT CT6M FOE oeC0 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS 214' MIN. WOOD STUDS. (AS APPLICABLE) F11WSN COSTING GLASS �SFPNN2gN 10 GLASS (SEE SCHEDULON SHEET IEBADMAN) OR SPELT 28 FOR RAMOSE �� 1(1({{0-T•®A�_w0w0•0- l'Ya®w0•'LY-O.0- 43-0•®•T•®- T•0-®•0w®•0 END CONNECTION DETAIL 1�J 4. RECUIRED ONLY FOR SPANS GREATER 1H1N IF-0' • SEE LIMITATIONS OF USE OF BLADE TA ON SHEET 28 OR®ORO)OR gOR©OR(4OR© VIEW Y FLORIDA BUILDING CODE (High Velocity Hurricane Zone' SHIITTER=NCH. INC. 1 • • .• 1 • PH (305) 823-2323 FAX (305) 826-7979 • • (ASS4 # 26) €486 WEST•2 COURT • ItwlLEATI. 33014 02012 EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HE" Accordion Shutter System H.V. BLADE 11 W/ OR W/0 H.V WINDOW BLADE & H.V. BLADE I� 0.EV. NoDrown by: F.R.L. .. DESCRIPTION OLD 14-004 DATE 06/01/IE DATE: 06/01/15 3 DRAWING No 15-155 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • SHEET 20 OF 28 NE O..®. ®a� H0A-NVA I S. SEE END CONNECTION DETAILS ON - SHEET 24 TYP. FULL HEIGHT. (®401 HYW-HOW HVC-HOC 0 d� 8 a / ®OR ®OR © i ®OR !111I+®OR®+® z 0 a 0 uNthMiaas 7AOBI 0344)-0 I TYPICAL © HV BLADE SHUTTER ELEVATION N.T.S. PRODUCT REVISED as complying with the Floddo Building Code Acceptance No 15- 0 60 4: 0 5 ELgitlon U.to o 7-o/7 By Mwo l Ondo tfnduct Control PRODUCT RENEWED as complying with the Florida Building Code �pt,p 1.01 Esrai Acceptance No 113�I24.I &822- E�inrtic:n Date By Miami duc Con MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE • * NOTES ON HD LOCKS AND CENTERMATES: 1. AAN ATORY CONDITION # 1: ONE `/Y H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEA DUTY SYMMETRICAL CENTERMATES, (31 OR ()) AND AT ANY ELEVATION. 34 H.D. LOCK MAY BE USED AS A INSID OR UTSIDE LOCK, ATTACHED HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLA HEAD S.S. M.S. LOCKING RODS 35 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION # 2: LOCATION OF (3-i H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FORS UTTER SPANS UP TO 105". H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" OVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. •• • • • • • • • • • •• • • • • • •• • • • •• ILIEC O TILLIT TESTING & EYGINEBRING 001:44Y 6555 N.W. 36th. St., Ste. 3.5. N60IH4.OM0E1•. FLWRIDA 5I6I Phone : (305)671.1530 . Fex• l305)671-153• 4 e-mac .iI5co•adcom • EB-0006719 WALTER A TRLR Jr. P. E. FLORIDA Lic Y 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone" or • • . {'!'HUTTEI-'ThCK ntc. • •- •- (ASSj, # 26) • • •7406__VEST, f},2 COURT • • • Al LE11, iL 33014 PH (305) 823-2323 FAX (305) 826-7979 ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 NV2 ACCORDION SHUTTER BERTHA NV "' Accordion Shutter System H.V. BLADE ill W/ OR W/0 H.V WINDOW BLADE & H.V. DUDE li REV. No DESCRIPTION OLD 14-004 DATE 06/01/15 Omen cy: F.R.L. DATE: 06/01/15 DRAWING No 15-155 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SHEET 21 OF 28 POURE CONCRETE REQUIRED CONCRETE ANCHORS SEE SCHEDULE ON SHEET 26) II 1 VA,__•j HII OPTIONAL �� EXISTING l I GLASS 1 MIN. SEPARATION L TO GLASS (SEE SCHEDULE ON SHEET 25) EXISTING GLASS HD WALL HEADER INSTALLATION Mn.1O STPARAPON GLASS I` —(SEE SCHEOIRE 0 SHEET 25) POURED CONCRETE WALL RE0'0. V_OPTiONAL Ce NCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) S 1/4"0-20x3/4" 5.S. PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1/4"-20 NUTS 0 6" O.C. @ HD WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY. 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUN ANY INSTALLATION. PRODUCT REVISED 69 o001pIying tIdth oho Florida Building Cote Acrcplenco NOZ5 .O6 Z.Q. 03 ExpirgliouDato O - To/7 By Miami cl Con 1/4"0-20s3/4• S.S. MACHINE SCREWS USING 1/4"-20 NUTS • 6" O.C. POURED CONCRETE REQUIRED EXISTING —� GLASS MIN. SEPARATION TO GLASS 1(SEE SCHEDULE ON SHEET 25) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) ® HD CEILING INSTALLATION EXISTING GLASS OPTIONAL IN. SEPAR4110N I TO OLA55 r(SEE SCHEOUIE ON� SHEET 25)fill El �hI I140/4" HEX HEAD TEK SCREWS • 3" O.C. OR I/4"o-20 S.S. M.S. W/ NUT • 3" O.C. MrrMrag,A A110104041III,I1IIIIAMI Air IPA, II Ilat EDGE OF STAB W APPUCABLE POURED CONCRETE REQUIRED HD RAINGUARD INSTALLATION O E. D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 26) PRODUCT RENEWED as cml4yiag with the Florida Building Cale Acceptance No Expirpcion Date By MIAMI—DADE COUNTY .0 151111111111/00 :71W;> T.,y-, /�y / ��• •/STA7EOF cc_ -n.' PI°Rt0P 4' 14/YI2N1 IAAAIA.\`� P.E. SEAL/SIGNATURE/DATE IL EC O INC. TILLIT TESTING & �E.SiLNEErG CO AI W55 N.W. 36N. St. Ste. 30.1. Rcwu DFN 11.0 Phone (305)6_71 Fax • (305) 1- I e-mal y�lt�j.y�n•aol.;om MIWTJr WALTER A llllJT Jr. P. E. FLORIDA Uc. / 44167 EXISTING GLAS EDGE OF SLAB IF APPUCABLE 1a0.TO GLSFPNN110N ASS I'(SIE SCHEDULE ON SHEET 25) EXISTING GLASS Mitri rm. A - POURED CONCRETE REQUIRED EDGE OF LAB IF APPLICABLE FIAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) HD TRENCH INSTALLATION EXISTING GLASS /14x3/4" HEX WASHER HEAD TEA SCREWS 0 6" O.C. EDGE OF SLAB IF APPLICABLE POURED CONCRETE REQUIRED I INTO ON GLASS (SEE SCHEDULE ON SHEET 25) ALTERNATE ANCHOR ryry (HH fV.. 00 IT1N LOCATION YIN. SIMPATICO I TO CLASS --1 (SEE SQIEWLE ON SHEET 25) POURED CONCRETE REQUIRED EDGE OF SLAB IF APPLICABLE FIAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) ® HD WALK —OVER INSTALLATION /14x3/4" HEX WASHER HEAD TEK SCREWS • 6" O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) / /.'ter AV A E. 0.• HD FLOOR INSTALLATION INSTALLATION DETAILS W/ ® HV BLADE • • • •SICALi: 24/8 " • • • • • • • • • • • • • • • • w• • • • : • • •• • • • •• NY Ie • • • • • • • • EDGE OF STAB IF APPLICABLE FLORIDA BUILDING CODE (High Velocity Hurricone Zone' • SkII1TYER=hCH. INC. P•• •-(ASS# 26) • • :44 4sl:2 COURT • • •I1MLEAP1, PP-33014 • PH (305) 8/3-232.f FAX (305) 826-7979 ) 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BI RTHA NV. Accordion Shatter System H.V. MADE II W/ OR W/O H.V WINDOW BLADE & H.Y. RLADE I2 REV. No DESCRIPTION OLD 14-004 DATE 06/01/15 Drown by: F.R.L. DATE: 06/01/15 2 DRAWING No 15-155 SHEET 22 OF 28 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 410 • • • • • III 410 ••• • • • 090 • • SEE END WALL CONNECTION DETAILS ON SHEET 24 OUT 2"x2"41/6"40'-2• (6063—T6 ALLOY) ALUM. ANGLE 1V/ (2) 1/4"• TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM & (4) #1441/2- S.M.S. TO TUBE AT EACH ANGLE. (1YP) • 1/ OOR®OR©+OOR IN OD (EXISTING SLATS ®m® +IO°R DR®+I® L #14 t 3/4" S.M.S. • 12" 0.C. HVA—HDA IAN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) OUT HVD—HDD EXISTING GLASS IN * SEE NOTES ON LOCKING RODS 3® & HO ® LOCKS ON SHEET 21 PAN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) (4) H.V. PINS (TYP.) t°-\ 35 * (OPTIONAL) EXISTING GLASS (OPTIONAL) HVB—HDB SYMMETRICAL HD CENTERMATES W/ ®* LOCK (EXTERIOR) OR@ IN 6 1/2" OUT (4) H.V. PINS (TY 32 31 OR INSTALLATION C2) HV BLADE SEE END WALL CONNECTION DETAILS ON SHEET 24 35 * (OPTIONAL) P.) ,ill 35 * (OPTIONAL) HVC—HDC SYMMETRICAL HD CENTERMATES W/ ®* LOCK (INTERIOR) / 0oR0OR ©+ 0oR +©oR®+® HVE—HDE POURED CONCRETE OR• • • • • • • • • • • CONCRETE BLOCK ST REQUIRED • • • PRODUCT REVISED as complying with the Florida Building Coda IS-062 Acceptance No 24. 07 Expire Ion Date - , to/7 R duet CorrtO PRODUCT RENEWED es annplying with Ow Dii )3H RwSding Cade Acceptance No j1 • r • II.1 EATintinn Data - ( arid. MIAMI-DADE COUNTY • N4'ONALEEN�';a . P.E. SEAL/SIGNATURE/DATE • ' • • • •• • • • •• • IL EC O INC. • ••. TILLIT TESTING & EEIGINE:pRING 6355 N.N. Seth. St., Ste. MS, WEWNI`CAPOOJ, F1arlO4 T3tRR Phone (305)671.1530 . Foe.4305)671-1534 e—m•T: 0 con• • ER-000071906719 WALTER A MUT Jr. P. E. FLORIDA lit. # 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone' • • •• SRUTTER'ThCH, iuc. • (ASIt rl 26) • :74445tES;2 COURT • ">iuL • • , ♦ t7` 33014 • PH (305) 823-2323 FAX (305) 826-7979 •. OR@ ® 2012 EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV' Accordion Shutter System H.V. BLADE Si WI OR W/0 H.V WINDOW BLADE & H.V. BLADE #2 REV. No 2 DESCRIPTION OLD 14-004 DATE p6/01/15 4 Dram OR F.R.L. DATE: 05/01/15 DRAWING No 15-155 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SHEET 23 OF 28 LOCATE AT EITHER SIDE OF®) 1 /2' MIN. 1111441/2' S.N. O 16' O.C. OOR®0 ®+®OR END CONNECTION DETAIL ® POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) + OOR 1/16'43' MAX. (6063-T6) CONT.� ALUM. CLOSER PLATE. (LOCATE 1/2 I AT EITHER SIDE MIN. OF ®) #1441/2" S,M.1 C 16' O.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS + END CONNECTION DETAIL PRODUCT REVISED as complying With the Florida Building Coda Arccptalce No S 0 Z¢. 03 Mgt ionEkne O i /Zo/7 By Mien cl Control L S MIN SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) SEE DETAIL X F SIDE CONNECTION TO TRACKS 1L' POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED , /—EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) •V+OCR®OR ®+® END CONNECTION DETAIL 20 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1/2" MIN. OR I ®+® END CONNECTION DETAIL 0 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING CUSS MI�ARATION TO GLASS (SEE SCHEDULE ON SHEET 25) 1/2 ♦ USE 1" OR 2' MAX. (AS APPLICABLE)x2"x1/6"40'-2' ALUMINUM CUP ANGLE (6063-T6 ALLOY) AT MID EIGHT (1) p14x1/2" S.M.S. TO 4 & (2)1/4'0 TAPCONS ANCHORS TO WALL AT 1' O.C. (LOCATE AT EITHER SIDE or®) IIEL MI EXISTING {NNN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) OORI®OR©+CON _E� „ECTION DETAIL """', complying with INC Florida � .• • \,�C ENS. •'•. d91is uni li 4 .dtxt a; .ol • STfEO *= ‘ • rrrtuua MIAMI-DADE COUNTY P.E. SEAL/nnwSIGNATURE/DATE cote No PRODUCT RENEWED is Building Acceptance Exri io Dom ©+OOR®OR(14+®OR PLAN SEE DETAIL X FOR SIDE CONNECTION TO TRACKS CURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) 0OR®OR1 + ® OR ®+® END CONNECTION DETAIL • REQUIRED ONLY FOR SPANS GREATER THAN 12.-0" I VIEW Y DETAIL X END INSTALLATION Q HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. •• ••. .. • • • •• • • • •• • • • • • • •• ••• •• IL EC O INC. • ••• • TILLIT TESTING & E y�aaINE ING CONY 6335Phone (305)87 - 0 F e I t5) tiT0 I 16 WALTER A TILLR Jr. P. E. RARIDA Lie. d 44167 • • ••• • - • • R®OROS FLORIDA BUILDING CODE (High Velocity Hurricane Zone' Siniff EH111CH. INC. • • • (ASS/i $ 26) - - • :44 4ST:2 COURT e • • • IIA4.EMr l 33014 PH (305) 823-2323• FAX (305) 826-7979 CI 2012 EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA NV "' Accordion Shutter System H.V. II WI OR W/O H.V WINDOW BLADE & H.V. BLADE 4i REV. Na DESCRIPTION DATE Drawn 6y: F.R.L. -OW 14-004 06/01/1E DATE: 08/01/15 - 2 4 DRAWING No 15-155 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • 44•• • • • • • • • • • • • • • •• •• SHEET 24 OF 28 Hy Miami Did, INSTALLATIONS as MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) )K W/ SYMMETRICAL gthl II ,, 0OR� & NO 35 • W/ ONE HD LOCK LOCKING ••DS MAXIMUM A.S.D. POURED CONCRETE INSTALLATIONS DESIGN LOAD (P.4.0 ALL MOUNTING CONDITONS (+ OR -) L 4 (IL) L - (A) 30 OR LESS 15'-5" 18'-0" 35 14'-10" 18'-O" 40 14'-4" 17'-10" 45 13'-11' 17'-6" 50 13'-6' 17'-0" 55 13'-3' 16'-10' 60 12'-11" 16'-2" 65 _ 12'-8' 15'-6" 70 12'-6" 14'-11" 76 12.-3' 14'-5" 80 12'-O" 14'-0' 85 11'-10' 13'-7' 90 IV-6" 13'-2" 95 11'-3' 12'-10- 1D0 10'-6" 12'-8' 105 10'-0" 12'-2" 110 9'-6' 11'-11' 115 9'-1" 11'-8' 120 8-9' 11'-5' 125 - 11.-2' 130 - 10'-11' 135 - 10.-9' 140 - 10'-6' 145 - 10.-4' 150 - 10'-2' 155 - 10'-0" 160 - 9'-10' 185 - 9'-9' 170 - 9'-7" 175 - 180 - 9'-4' 185 - 9'-2' 190 - 9'-O" 195 - 8'-9' PRODRJCT REVISED IRA Cumplymg with the flad01 Building Code • Acceptance No D62(� 03 DI,T, ion Imo 0 % �,, 2e/7 PRODUCTRENEWM) a minting 11;O. NW Trie'fiI'tA 3uild.W Code Acoeptancc No : of 'on Datc MIAMI-DADE COUNTY * NOTES. (1) L+: MAXIMUM ALLOWABLE SPAN FOR A OVEN POSITIVE A.S.D. DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L+' FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN LOAD. DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND "L-". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR . COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD: DETERMINE: LI+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN LOAD: DETERMINE: LI-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "LI+', 12+', "LI-" AND "La-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM A.S.D. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. (2� HV BLADE ONLY 1111111111111llllll rS�Q�� •aCEN✓ • ,T , .11 STATE OF ORIoA .1474, ///IIIIIIIIIH1111 P.E. SEAL/SIGNATURE/DATE • • SEPARATION TO GLASS RF012RFMFMTS MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED AT AU. ELEVATIONS OF BUILDING IS 3'. INSTALLATION LEGEND SUBSTRATE MOUNTINGS POURED CONCRETE (SHEET 22) WALL MOUNTING AA & EE FLOOR/CEILING MOUNTING BB, CC, DO, FF & GC •• ••• • • • • • •• • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone' • - • • • • •-• • • • • • .• • • • •• ••• •• • • /► �H / ' C ER=INCH, INC. I N C . \UTf • •• •• • (ASSg W 26) TILLIT TESTING & EI INEII(ING COA'AV • • 7s1.10. IfSt 2 COURT ers Phone 2: (305)8714530 . aax 46 0 5)871-153Ne -1•,'�1TIa• • • • ^ • E4 I, L 33014 o—mo1L y11o•acl�um • • • —i' EB o ena PH (305) 823-232! FAX (305) 828-7979 WALTER A. MUf Jr. P. E. FLORIDA U. %1 44187 I 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HV" Ammdioo ShutterSyat®I H.V, BLADE I1 WI OR W/O 1LV WINDOW BLADE & H.V. BLADE i2 TEN. No OFSCRIPIION OLD 14-004 DATE 06/o1/Is Draw by: FR.L DATE: 06/01/15 2 DRAWING No 1 5-1 55 SHEET 25 OF 28 ••• • • • • • • • • • • • • • •• •• ••• • • • • • S. ••• • • • • ••• • • • • • • • • • • • • • •• •• • ••• • • ANCHORS SPACING LEGENQ MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN. SHUTTER SPAN. MAXIMUM A.S.D. DESIGN LOAD AND A 1/4"e TAPCON MAX. 5/16"e TAPCON XL CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS MAXIMUM SPAN (ft) POURED CONCRETE ALL MOUNTINGS AA THRU GG (SHEET 22) USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE A.S.D. LOADS 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 8,-9„ OR LESS 8" 4 1/2" 3 1/2" 12" 8" 6" 4" 3 3/4" >8'-9" UP TO 12.-1" 6" 3 1/2" 3" $ — — 10" 6" 4" 4" — >12'-1" UP TO 18'-0" 4" 3 1/2" — — — 7 1/2" 5 1/2" 4" — — PRODUCT REVISED as complying With 1110 P1oside Dtnlding Code 62 Aceeplatee No O ? Fxpira7on Dots e. ZO /7 Ely Miami Do • PRODUCT RENF. D as complying with the Florida Emildios Code Acceptance Nol'�' I.D) Bapir$' nDatc► 3y 4 MIAMI—DADE COUNTY } NOTE. VAUD ONLY FOR UP TO 10'-0" SPAN '.• �CENSF' 'S�.,,�SSIONIALt��. P.E. SEAL/SIGNATURE/DATE • *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A.1) TO EXISTING POURED CONCRETE: (Min. f"c = 3192 psi) — 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4". A2) TO EXISTING POURED CONCRETE (Min. fie = 2899 psi) — 5/16.0 TAPCON XL ANCHORS. AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/18" TAPCON XL ANCHORS IS 2 1/4". A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE FOR 1/4"0 TAPCON AND 3 5/6" EDGE DISTANCE FOR 5/16"0 TAPCON XL. HV BLADE ONLY •• ••• . a • • • •• • • • • • • S. •• •• •• • • • • •• ••• •• IL EC O INC. • ••• _ • TILLIT TESTING & EIycOfilIINE�•CFRING COIyRB(PANY Phone 76 (305)87 i 30 . Easl 0)571=1533 ra • WALTER A TUFT Jr. P. E. FLORIDA US. / 44157 FLORIDA BUILDING CODE (High Velocity Hurricane Zone; • ••. • fSth1'tEH-TECH. INC. • •— • (ASS # 26) •• • 4� 1uES)„ 2 COURT c • • • • PH (305) 813-2323 FAX (305) 826-7979 • • SIIALEAH, 11L 33014 ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 NV2 ACCORDION SHUTTER BERTHA HVW Accordion Shutter System H.V. BLADE .1 W/ OR W/O H.V WINDOW BLADE & H.V. BLADE /2 REV. No DESCRIPTION DATE Drown Oy:. F.R.L. OLD 14-004 08/01/1E DATE: 06/01/15 4 DRAWING No 15-155 SHEET 26 OF 28 • • • • • • • • • • • • • • • • • • • • • • • • • S. •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • BLADE'S KNUCKI (TYP) 12' MIN. CLEARANCE TO BLADE TOR EDGE EQ EQ —'— FLAT PORTION OF BLADE 2 7/8' MIN. CLEAR SEPARATION BETWEEN BLADE OPENINGS • HV WINDOW BLADE HV WINDOW ± 5 3/4' ON C-NTERS ± 2 1/4" CLEAR BETWEEN TArS 12' MIN. CLEARANCE TO BLADE BOTTOM EDGE PRODUCTREVISFD as complying with the Flolide. Building Cafe Acceptance No - O Z Q. 03 GXpita ion Date /7 .1875 T 3' .1875" SECTION Y—Y SCALE: 1" = 1" SCALE: 3/8"=1" PRODUCT RENEWED as complying with the Florida Building Code Acceptance No F.., .. ion Date By M' MIAMI-DADE COUNTY .0625" EXTERIOR SECTION X—X SCALE: 1" = 1" .0625 .06251.0625" 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW 0.0625° I _ BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV —STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 28). EXTERIOR ELEVATION SCALE: 1" = 1" POLYCARBONATE SOURCES FOR APPLICABLE RESULT TYPICAL PROPERTIES STANDARD coon SAM aaovAlrvc REFERENCE M"Ta4.L / 55101¢ nc.uowatnN 3103 PLASM IE35.51 103 6(30 PH151.A1• SPECIFIC GRAVITY ASTM D792 0.043 lb/in' 0.043 lb/in. MECHANICAI • TENSILE YIELD STRENGTH ASTM D638 9,400 p.s.I. 9,500 p.s.i. FLEXURAL STRENGTH AT YIELD ASTM D790 12.500 p.s.I. 13,400 p.s.l. FLEXURAL MODULUS ASTM 0790 340,000 p.s.i. 345,000 p.s.i. IMPACT' NOTCHED IZOD ASTM 0256 18 IT-lb/in 17 FT-Ib/in FIRE BURNING CHARACTERISTICS' SMOKE DENSITY ASTM D2843 47.2 X 64.5 X MAX RATE OF BURNING ASTM D635 C-1 CLASS C-1 CLASS SELF IGNITION ASTM 01929 1040 'F 980 'F WEATHERING: ASTM G155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p.s.i. 8840 p.s.i. TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.s.i. 8880 p.s.i. TYPICAL HV WINDOW BLADE 13 AND POLYCARBONATE HV WiN�DQYV: DETAIL. ••• �q11`"111T� iiiiiii,,, • • • • • • • • • \GENSF' .z • //�� Z` P.E. SEAL/SIGNATURE/DATE • • • • • •• • • • •• • • TILLIT TESTING & EtiGINECING COA�! 1 c • • 5355 NM, 581A SI., Ste. 3ps RGIMAJ1,R0 n4� • Phan• : oome7t 330 . F o. j71u)E71- sJ 1• • • • {- ' 0- 014 •-ma J� 1�15719 F°T" 8719 FLORIDA BUILDING CODE (High Velocity Hurricane Zone; ® 2012 EASTERN METAL SUPPLY, INC. S•Hi]T1'ER TECH, ixc. IL EC O INC. \ (ASS 26 • ••• • ••• • i ) :44 4ST:2 COURT WALTER A MUT Jr. P. E. PH (305) 823-2323 FAX (305) B26-7979 FLORIDA tic. / 44187 • • • NV • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • MAXIMUM IMPACT HV7 HV2 ' ACCORDION SHUTTER BERTHA HV " Accordion Shutter System H.V. BONE /1 W/ OR W/0 N.V WINDOW BLADE & H.V. BLADE 0 sEY No Drown by: F.R.L. DESCRIPTION 0lD 14-004 DATE 06/01/1! DATE: 06/01/15 2 4 DRAWING No 15-155 SHEET 2 OF 28 MAX. 5 WINDOWS ALLOWED AT HV is WINDOW BLADE Qg SEE END CONNECTION DETAILS ON SHEET 11 TYP. FULL HEIGHT. 9). c> F3,7'g'e _ ___,____ _____t -0 -" 000poco\/orop0000 i rtiCR: o 0 C p 0 0 o 0 C o 0 O 0 p C .\ o 0 t d c i!,I,R)000000 1iii ►r 1-. 0 0 0 0 0 0 0 0 0 0 0 0 0 C-1T E TOR h OR REQUIRFMLMS) M W uu uNrrEo WIDTH �oe®on�8 +� TYP. EXISTING GLASS SYMM OCAL CENIERMATES © ® � W/o (SEE NOTE 4 ABOVE) ELEVATION PLAN 0.0 / / MN. SEPARATION TO PASS -{SE SCHEDULE ON SHEET 12 FOR &ADM AND ON SHEET 28 FOR SLIDES 0 & ^a DENTINAL LIMITATIONS AND CONOmONS OF S FOR `L HV BLADE ACCORDION SHUTTEFTSTEM U( WORKING UNISON WITH NV WINDOW BLADE I. MAX. AS.D. DESIGN PRESSURE RATING; +110, - 110 p.1. 2. MAX SHUTTER SPAN: 96'. 3. ALLOWED MOUNTINGS: A, 0, G & H ON SHEETS 6, 7; AS WELL AS QjM�,OUNTINGS IA, 0, T, U $ERWt®fOOIl SHEETS 18 & 19. ONL ES Wp/pc2 OR D fAYOUTY SED UST BEINCLUDEDIONLY AT EXTERIOR OUT. I C SIDE OF OF O� OR O CENTER . 5. (A) HV WINDOW BLADE © SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 27. (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF IN WINDOW BLADE OF ANY 3'0 HOLE FOR ® SHALL BE 12'. (C) FIRST OR LET BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 (D) HV WINDOW BLADE 1O MUST BE USED ALTERNATE TO A SOUD HY BLADE® THROUGHOUT SHUTTER'S WIDTH. (E) CE TES SHALL ALWAYS BE INSTALLED ADJACENT TO A SCUD IN BLADE 1 AT EITHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW 1n4 SHALL BE INSTALLED SO THAT TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. IN WINDOW (14) MUST BE ONLY INSTALLED AND LOCKED USING A NV SETTING TOOL PROVIIDED BY ASSA, INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 16, AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 B 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13 & 14 AS UNITED BY SPAN ANO DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE: SHUTTER SPAN MINIMUM SEPARATION TO CLASS 96' Moo. 5' AN(SEE NOTE 4 ABOVE) / / 41' E� toutaec we • TYPICAL (HV BLADE WORKING IN UNISON WITH HV WINDOVi•BLIen 11IiTTER1: ••• • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone; • • • )2012 EASTERN ANAL SUPPLY, INC. PRODUCT REVISED ascomplying with the Florida Building Code Acceptance No -0 Bxpi Dine By Mt.' i rad t tCI ntrnl Z4•03 2.0/? PRODUCT REIIEI.'EI) IS Complying with the Florida Ruitdino Code A000 t:i ce No •r ..01 ExpiTytioo Dare MIAMI-DADE COUNTY , STATE OF ' E s��NAI ENS; ♦: P.E. S<ETAL'/919NAtlURE/DATE / IL EC O INC. • • • • • • • • TILLIT TESTING R ENGINEPRING COMPANY Pho Di3�• •7oWa67• 3 6f(05)8i30!Fox• 35)8115•31. ••-mtltocor2fro • WALTER A. TLUT Jr. P. E. FLORWOA Uc. j 44167 S• • 04HUTTER= CH, HNC, (ASSA / 26) • • •• 7:85 WEST 2 COURT • • • • iu�• FL 33014 Pit (305)•823-2323 FAX (305) 826-7979 • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER BERTHA HP' Accordion Shutter System H.V. i1 W/ OR W/0 Hk WINDOW ,BLADE & H.V. BLADE I2 REV. No DESCRIPTION DATE Brawn by. F.R.L. OLD 14-004 08/01/15 3 4 DATE: oval /15 DRAWING No 15-155 SHEET 28 OF 28 ti EQUIRED MINIMUM 8'x I 1/2-x 0.035' THICK Min. ASIM A-653 GRACE 40 10 Min. G-60 GALV. STEEL METAL STUDS AT 16' O.C. WAWA ci EANRED MINIMUM 3/4'x 6 1/4'x 0.035' THICK Min. ONT. GALV. STEEL TRACK CHANNEL, ASTIR A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS W/ (2) 16x1/2' TEN. SCREWS ON IPflENIOR h EXTERIOR FACE O 0 6' O.C. VARIES- :: EXISTING FINISH AS APPLICABLE --� MIN. SEPARATION EXISTING GLASS TO GLASS RF—(SEE SCHEDULE) _REQUIRED MINIMUM 1 3/4'x 6 1/4'x 0.035' MICK 1Min.l CONT. GALV. STEEL TRACK CHANNEL, 1 A511.1 A-653 GRADE 40 Min. C-60 GALVANIZED FASTENED TO STUDS W/ (2) jRx1/2' TEX SCREWS ON ,INTERIOR & EXTERIOR FACE 0 w REQUIRED MINIMUM /6'x 1 1/2'x 0.035' THICK I Mln. ASTIR A-653 GRADE 40 Min. G-60 GALV. STEEL METAL STUDS ATA16' O.C. (Cont.) u.n EXISTING FINISH AS APPLICABLE Min. �1irq..l PRODUCT REVISED a; complying with the Plaid. Ouilding ODdo Acceptance lNO)5 e 41. o? - Expire! Dated /7-o/7 By ct Control 6 1/2" (Typ.) INSTALLATIONS W/ 1� HV BLADE & HV CENTERMATES (j INTO METAL STUD WALLS * 475' GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA 1� HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 p.s.f. 2. MAX. SHUTTER SPAN: 84" 3, ALLOWED MOUNTING: ON THIS SHEET. 4, ONLY r�,lNTERMATE 21 W/ (24) HV LOCK ARE ALLOWED WITH 21 ARR (GED A S METRICAL LAYOUT. USE OF (2) 135) (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XItRIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ** BLADE SLACK DETAIL HVF IS VALID FOR CENTERMATE 21 APPLICATION WITH BLADE iQ 6" U.C. WALL HEADER/SILL INSTALLATION ZEXISTING GLASS SYMMETRICAL CENTERMATES W/ INTERIOR ACCESS SIDE • MR SEPARATKIN TO CUTS W/ RACE LOCK (RE Si0MLE) PRODUCE RENEWED ILA complying with the Florida Build og Code Acapiance No -SI,• b Expir: ion Daze MIAMI—DADE COUNTY AA9, LD (T' M AAtAA"4 • ' \\CEAS' :;9 00 STATE F 4a2jAArpss/ONAL...W'' unnHLNNN, P.E. SEAL/SIGNATURE/DATE V SYMMETRICAL •CENTERMATES W/ EXTERIOR ACCESS SIDE • (6" m. •• • • • NIL SEPARATION TO CUSS / °UISICE LOCK (SI SOME) SEPARATION TO GLASS SCHoU[,E MAX. SHUTTER SPAN L (in) MINIMUM SEPARATION TO GLASS 84- OR LESS 3 1/4" EXISTING FINISH AS APPUCABLE (TIP. TOP & BOTTOM) •.MIN. SEPARATION:, :VARIES. TO GLASS I` 2' (SEE SCHEDULE):`: Max.. _• j 2.000' Max. r 3" 1/4"e NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY H 3.000' Max nuunn,u,,,,,,r,mmm j 0 LENGTH + 1' 1/4"0-20X3" BOLT MUST PENETRATE 1" .250"- I.373" .050' `1/4"0-20 THREADS 4) 1/4"0 ELCO CONSTRUCTION. PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/8'= 1" 1 3/4'x 6 1/4"x 0.035' THICK Min. ONT. GALV. STEEL TRACK CHANNEL, ASTIR A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS W/ (2) /6x1/2" TEK SCREWS ON INTERIOR & EXTERIOR FACE LOCATED AT (1 z) HV HFa11FR/SI ENDS VIEW Y SIDE CONNECTION TO TRACK 6 1/2- MAX. SLACK ** :H17Ci •014ADlit tLACR DETAIL HVF FLORIDA BUILDING CODE (High Velocity Hurricane Zone' •• _ • AA AAA IL ECO.NC.\ TILUT TEST NG% eNGINEEIIING . 0355 N.W. 361h. M.. 51..•05. VIRGINIA 41AIp1y5, ROO. 33166 Phone .305)871 ♦530 . fax •(301)671¢-1531 • • .-m.4 ytec606ol.cem • • • • • • E4-0004719 WALTER A. TILIJT Jr. P. E. • FLORIDA Uc. r 44167 SHUTTER=T1CH. INC. (ASSA # 26) • • • 7485 WEST 2 COURT • • • liALEAH, FL 33014 PH•(305) 423-2323 FAX (305) 826-7979 ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV7 HV2 ACCORDION SHUTTER BERTHA HE " Accordion Shutter System H.V. BLADE /t W/ OR W/O H.V WINDOW BLADE & H,V. BLADE 12 TEV. No DESCRIPTION DATE OLD 14-004 6/01/1 Drown by: F.R.L. DATE: 06/01/15 DRAWING No 15-155 • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • 4,0 • • • • • • • • • 0041 • • • 0410 • • SHEET 28A OF 28 • DESCRIPTION:" Maximum Impact 0:050" Aluminum Storm Panel Shutter ) . • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Shutter Tech, Inc. 7485 West 2"d Court Hialeah, FL 33014 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade CQuntyy reserve th right to have this product or material tested for quality assurance purposes. If this product or rf ateiti4 fails tp.pcirform in the accepted manner, the manufacturer will incur the expense of such testing and the.AH.I mad sigthitdiately revoke, modify, or suspend the use of such product or material within their jurisdiction..441R•resetves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control SSttion.that tbi :product or material fails to meet the requirements of the applicable building code. • • • • • • • .... This product is approved as described herein, and has been designed to comply with the'I'iiglt Velocity tfurricane Zone of the Florida Building Code. . • . • • . .• .'• APPROVAL DOCUMENT: Drawing No. 98002, titled "Maximum Impact .050 Alumitfll'Storm•Pnely, sheets • 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated SepteMber 29, 2015, signed & sealed by Robert Monsour, P.E., 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel 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, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0127.03 and consists of this page 1, evidence submitted pages E-1, E-2, E-3 & E-4 as well as approval document mentioned above. ' The submitted documentation was reviewed by H lmy A. Makar, P.E., M.S. MIAMI-DADE COUNTY APPROVED l o //r,//2oIS 'NOA No. 1S 0714.'22J Expiration Date: 10/22/2017 Approval Date: 10/15/2015 Page 1 Shutter Tech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS A. DRAWINGS See NOA 01-0718.09 B. TESTS See NOA 01-0718.09 C. CALCULATIONS See NOA 01-0718.09 D. MATERIAL CERTIFICATIONS See NOA 01-0718.09 E. STATEMENTS : • • • •. See NOA 01-0718.09 • • • ▪ • .. • . •• . . . •. F. OTHER NOA 01-0718.09. • ... .. . • . • .• . • ....• .• .. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # t4 'YJ..01 ••: • • • A. DRAWINGS • 1. None. • • : : • • • . B. TESTS •• • ••• . • . • 1. None. • • • C. CALCULATIONS 1. None. . . . . D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. • F. OTHER 1. NOA # 02-0312.08 cover page states the number of sheets incorrectly "sheets 1 through 18". This NOA #04-0621.01 is issued to revise NOA # 02-0312.08 and correct the number of sheets on the cover page to " sheets 1 through 7 of 7". This is the only change. This file is authorized by Mr. Ted Berman, P.E. with no fee. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 15-0714.22 Expiration Date: 10/22/2017 Approval Date: 10/15/2015 E - 1 • . Shutter Tech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06-0117.05 A. DRAWINGS 1. Drawing No. 98002, titled "0.050" Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated 01/12/2006, signed & sealed by Robert Monsour, P.E., on 01/12/06. B. TESTS 1. None. C. CALCULATIONS 1. Anchor analyses dated January 06, 2006, 41 pages, prepared by Ramms Engineering, Inc., signed & sealed on January 06, 2006 by Robert Monsour, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. •..• • • •..• • • . .. • .. • • .. .. • . ••.• •• • • •• • •... • • •• • • .... . 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # ll; Q1.04 • • •, A. DRAWINGS • . . • • • . 1. None. • • • .• S. • B. TESTS 1. None. C. CALCULATIONS 1. None. .• • • • • . •� • • • • • • • • • •• •• D. QUALITY ASSURANCE 1. By Miami -Dade County Building and Neighborhood Compliance Department. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letter of compliance with the Florida Building Code, 2007 Edition, issued by Ramms Engineering, Inc., dated August 22, 2011, signed and sealed by Robert S. Mansour, P.E. Hy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 15-0714.22 Expiration Date: 10/22/2017 Approval Date: 10/15/2015 E-2 Shutter Tech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0628.12 A. DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of 0.050 Aluminum Storm Panel Shutter, prepared by Blackwater Testing, Inc., Report No. BT-12-002, dated May 30, 2012, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE .... 1. By Miami -Dade County Department of Regulatory and Econo ric R sourc e • • E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letter of compliance with the Florida Building Code, 2010 Editrb , Zssuecl jiy. Ramms Engineering, Inc., dated June 26, 2012, signed and setried br Robert S. Mansour, P.E. • . .. • . • . . • • . . . .... .. • .... . . . • . • • . . 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14012/.03 A. DRAWINGS 1. Drawing No. 98002, titled "Maximum Impact .050 Aluminum Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated January 01, 2014, signed & sealed by Robert Monsour, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Asset Purchase Agreement. E-3 elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 15-0714.22 Expiration Date: 10/22/2017 Approval Date: 10/15/2015 Shutter Tech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98002, titled "Maximum Impact .050 Aluminum Storm Panel", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated September 29, 2015, signed & sealed by Robert Monsour, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Econo;nic ?esources.• • . E. MATERIAL CERTIFICATIONS • • • • 1. None. F. OTHERS • • • .... .. . • . • .... •• • •• . .... 1. FBC, 2014 Edition compliance letter prepared by Ramms EngiMe Pig, Incy,•e%ted June 26, 2015, signed & sealed by Robert Monsour, P.E. . •. • E-4 •• •▪ . . ..• • . • • • iHyY A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 15-0714.22 Expiration Date: 10/22/2017 Approval Date: 10/15/2015 STUD MAY BE INTALLED IN REVERSE DIRECTION 5 13/16' `1 1/2' l L3H 1/8' MIN. 1 I/4' 1. COMPLIES WITH: FLORIDA BUILDING CODE FIFTH EDITION (2014) (H.VH2.) TESTED TO TA20 1, TA202 AND TA203 .050 ALUM. (H.V.HZ"l DESIGN CRITERIA: kV WINO LOADS TO BE CALCULATED AS PER ASCE 7-10 NO INCRESE IN ALLOWABLE STRESS WAS USED IN THE DESIGN OF THIS PRODUCT GENERAL NOTES: ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6063-T6 OR EQUAL STORM PANELS SHALL BE• o .050 5052 H-32 ALUMINUM OR EQUAL 11 SMOOTH OR EMBOSSED WITH A NOMINAL WIDTH OF 12 1/2' LIH THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, MIN. IN ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE ANOBSTRUCTION ai ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOWING OR EQUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4" DA. RAWL LOK/BOLT ANCHOR ( SLEEVED DRIVE ANCHOR ) MIN. TENSILE 1190 - MIN. SHEAR 1520 - 1 1/8" MIN. EMBED. IN CONCRETE MIN.TENSILE 1200 - MIH SHEAR 1270 - I 1/8' MIN. EMBED. IN MASONRY 1/4-20 RAWL CALK -IN ANCHOR ( MACHINE SCREW ANCHOR) WITH 1/4-20 BOLTS MIN. TENSILE 1870 - MIN. SHEAR 1730 - 7/8' MIN. EMBED. IN CONCRETE MIN. TENSILE 880 - MIN. SHEAR 1340 - 7/8' MIN. EMBED. IN MASONRY 1/4' PERMA-SEAL TAPPER BY RAWL ( MASONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENSILE 1520 - MIN. SHEAR 1980 - I 1/2" MEN. EMBED. IN CONCRETE MIN. TENSILE 880 - MIN. SHEAR 1270 - 1 I/4' MIN. EMBED. IN MASONRY i/4' ZAMAC NAILIN BY RAWL (ZAMAC HAMMER DRIVES ) MIN. TENSILE 980 - M/N. SHEAR 1400 - 1 3/B" MIN. EMBED. IN CONCRETE MIN. TENSILE 730 - MIN. SHEAR 1320 - I 1/4" MIN. EMBED. IN MASONRY ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4' STEEL LAGS OR LARGER 111TH 1" MIN. THREAD PENETRATION, 1/4-20 BRASS WOOD BUSHINGS OR 1/4" ELCO PANEL MATES WITH 1 7/8" MIN. THREAD PENETRATION. REFER TO SHEETS 5,6 .6 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMENTS IT Fy THE OUNDNESS SHALLE IBILITy OF THE THE ADDITIONAL LOADSCTOR ro ND INSUREIPROPERSOF THE ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING " SHUTTER TECH, INC. HALEAH. FL ' ' DADE COUNTY PRODUCT CONTROL APPROVED WARNING TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPENING, STATING ' STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED, WHEN REOURED " PERMANENT FASTENER COMPONENTS. EMBEDDED ANCHOR BOLTS, THREADED CONES OR METAL SHIELDS, NOT IN USE, MUST BE PROTECTED AGAINST CORROSION CONTAMINATION AND DAMAGE AT ALL TIME. ALL 51005 3/6' ( TYR.. I ALL APPLKAIIONS ANGLESSNSTUDDED IN XICLLOES sTU0%O I • •0HORT7 L C ONLY. L IN". 2 3/8' .090 U FLAT BAR VARIOUS DEGREE CORNER PAN .050 um 7/8' 1 3/32' 3 7/32' 2 1/4' N H28 2' 5r rYi NL .093 nII u .093 FLAT BAR 11 29/32' L VARIOUS TYPES OF F-}TRA-CK�NOT SHOWN 11 1 3 '0 RETURN l4 .060 MIN. 1 1/2' �. n VARIES 1..060 MIN, BLOCKING 1 3/3 •' VARIES 3' M XIYW SPECIAL NET PANEL SECTION 3 1/32' 3 7/32' I,3/32' 70' TYPICAL CROSS SECTIONS 1082STAINLESS •TEEL • KNUp ED STUD • • 12 1/2. ' O.C. • • • • • • • • PRODUCT REVISEDl I REFER To�uMrATb•s•o• sNEETb2 & .1 • • • • • `V as complying wllh the Florida ANCHOR MOUNTING HOLES LOCATED ON Building Cade D7� EITHER HORIZONTAL OR VERTICAL LEG, Acceptance1 Building ion Dale • •••- ••• / By 0 16 MOO • • • • •• F y Nara I De N' et Conlin STUDDED ANGLE:DE%AIL• : • • ••'� • • • ROBtElE S. CNSOUR, PE 7/2' FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE 06024 D811S 0 ItEE60InC, • • •• BUILDING CODE COMPLIANCE I • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • ROISION5 Br 09/11/98 SP 01/06/06 SP 01/16/14 SP 09/29/15 SP W n O Let S 1 S S S2 5 ci z I n n s UU 0 SEP/JR8/R5M 01/10/96 98007 ' 4 . SEE ANCHOR SCHEDULE NOTE:*- • CONNECTION TYPE "B" .S00 NOTE:* y. . ELDER or SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "D" E.D. -4. 1` 1 S CONTINUOUS BLOCKING :NOZE:.7V, O 2 PIECES FASTEN TOGETHER WITH OBSTRUCTION FLANGE WY BE REVERSED HEADER or SILL DETAIL 5 SEE ANCHOR SCHEDULE CONNECTION TYPE "C" HEADER or SILL DETAIL 2 1/4-20 THRU BOLT WI LOCK NUT 72' O.C. TOP OPENING 1 THRU 3 NOTE:* WOOD SEE ANCHOR SCHEDULE CONNECTION TYPE "8" 00 OR OTHER HEADER or SILL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE `1 DETAIL 3 11HEADER or SILL OR WY of INSTALLED IN REVERSE DIRECTION CONTINUOUS BLOCKING OB 19 J/t6 ANGLE BOLTED TOGETHER WITH 1/4-20 THRU BOLT w/ LOCK NUT 6' O.C. USED AS HEADER OR SILL \C)HEADER or SILL SEC ANCHOR SCHEDULE , Q1UI� ��. jl � j' MIN. CONNECTION TYPE A" .: Rafe* BOTTOM OPENING SEEANCHOR SCHEDULE 1 THRU 3 CONNECTION TYPE "C" CONCRETE DETAIL 4 SEE ANCHOR SCHEDULE C PON TYPE "E" I DETAIL 6 r1OR HEADER or SILL 11 WY BE INSTALLED IN REVERSE DIRECTION AS IN DETAIL 6 19 CONTINUOUS BLOCKING ORJ/16 ANGLE BOLTED TOGETHER WITH 1/4-20 THRU BOLT W/ LOCK NUT 6' O.C. USED AS HEADER OR SILL NO E: 7 SIB' X• W1/4-20 MASHNN£ SCREW ANCHOR I RAWL CALK -IN / WITH SIDEWALK BOLT �___ J' O.C. W / 7/8" MIN. EMBEDMENT 65.7 PSF MAXIMUM T-'EO iii. C-3:11W: EDGE DISTANCE O; .pOLIITED-CONCRETE ONLY MAXIMUM PANEL HEIGHT-.79 :.-! -%'` . DETAIL 10 SEE ANCHOR SCHEDULE CONNECTION TYPE "A" r7� I ��i:;aEo SLOTTED MOUNTING HOLE WY BE USED RI CENTER WEB OF PANEL. TrP. FOR ALL SPECIAL PAN APPLICATIONS. /64 RIVETS OR /8 HECK SCREWS 12" O.L. DETAIL 9 FLOOR PLUG AND MACHINE SCREW ANCHOR 12" OC. �EI'JFULL STORM PANEL (TYP.) RETURN PAN, ANGLE, TUBE OR W000 MUST BE USED ON ALL BW.O our CONOMONS TO CLOSE OFF ENDS RETURN PAN VARIOUS SIZES IR I SILL STUDDED IWTH NINCNUrS 1 SPECIAL PANEL CONFIGURATION WY BE NEEDED FOR TRAPPED wTOTHS PANELS WY BE ADDED TO 1w7H A 1WITH W . J/4 KNURLED SRFOS MAXIMUM A00-ON OF J" FASTENED TO WITH WASNERED UUDS PANEL. BY THE USE OF /64 POP WETS J/i6 TUBULAR RrvE1S OR 10-24 _ ' MU BOLTS 16" aC. ....L............ ................... ,•..,. ii • • ITV % A INSIDE CLOSER PAN ASSEMBLY � • • • L •• Ij.{J,T"/alIJI VN 17 LDRNER PAN __- • ___,� •• • 1711 VI I ANGLE WY VARY I/A-M-l0.T - EL R PAN HANDLE • • • • e•-e'i a1Ral • • • )BERT•S MONS UR, PE PLAN VIEWS Ov[oIcRsoE •P MOTCIRDATBOROM • Eg_b006024 TO PASS OVER STUD AND —1 DETAIL 12 WINGM// IN SILL (EACH SIDE) PAW ENGINEERING, INC. A. B, CXD HEADER ON TOP SILL ON 00770M E.0:. CONTINUOUS BLOCKING OR 19 J/l6 ANGLE 00,0 HEADER or SILL • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • OPTIONAL USE OF I ANGLE FOR PURPOSE OF EXTENYW WALL IMAIIMIUM MALT STORM PANEL .Fv�. HORIZONTAL INSTALLATION VERT CAL NSTALLATION ELEVATION ELEVATION OR OTHER HEADER or SILL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE CONTINUOUS WOOD BLOCKING VARIOUS SIZES DETAIL 7 \E: D. E.D.\ • 9' MAXIMUM 1 W8ODW OR ODOR OPEMHG 2 J/4' MAX NOTE: * STORM PANEL NOTE:' £0 CO SEE ANCHOR SCHEDULE CONNECTION TYPE "8" DETAIL 8 SEE ANCHOR SCHEDULE o CONNECTION TYPE "D" OR@ CONTINUOUS BLOCKING BOLTED TOGETHER WITH I/4-20 DIRU BOLT W/ LOCK NUT II" O.L. }� OR t9 CONTINUOUS BLOCKING 1/4-20 r J/4 KNURLED STUDS WITH WASHERED WINONUTS 12 1/2" O.C. (TYP.) WIT BE MOUNTED VERTICALLY OR HORIZONTALLY NOTE:* DETAIL 1 1 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTS4LL INTO WOOD. CONCRETE. MASONRY. FLOOR PLUG AND MACHINE SCREW ANCHOR 12' O.C. ,: - WHEN ANCHORING TO WOOD. THE WOOD MUST BE __ -- - ., ..•.•l .. • • -• • • • ♦ MINI 2 X 4 EOUAL TO /2 SOUTHERN PINE D •-•- •---•• •'t • • • • • *NO.STRU TURALLSPECIFLY PART OF THE FRAMING STRUCTURE C GRAVITY - • \ • OR SICUR£LY ATTACHED TO FRAMING STRUCTURE IAAXIMUM E/U• BETWLS •TROM 4M'EL • • • • • • • • AND D.E.O. SHILL NOT EXCEED I/4' PRODUCT REVISED AS NEw£0 FROM FRONT NEW 1)1 as complying with Lho Florida Building Code Acceptance No/7 - 0% / .2-Z- Vivi ion Date 17 By CI Control REVISIONS BY 09/11/98 SP 01/12/06 SP 01/16/14 SP MAXIMUM IMPACT .050 ALUMINUM STORM PANEL c! I S U D 0 S SEP / JAB / RSN Di/10/se SIIDITN 9B002 2 7 .., 1/4-20 FLOOR PLUG WITH MACHINE SCREW ANCHOR HEADER OR SILL CONNECTION TYPE4CONCRETE OR MASONRY•.. !.. 4 REFER TO DEFECTION CHART GLASS STORM PANEL CONNECTION 1/4-20 FLOOk PLUG WITH 1/4-20 BRAS WOOD RUSHING HEADER OR SLL INTO WOOD NOTE:* • E.D. NOTE: THE METALTECH STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL. THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF ONE OR A COMBINATION OF DETAIL 13 NOTE:* HEADER or SILL • EO .� J/4' MIN. 1 1/4" MAX. SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 15 0 er 11 HEADER or SILL SCREWED OR BOLTED TOGETHER WITH 1/4-20 THRU BOLT W/ LOCK NUT 11" O.C. CONTWUOUS BLOCKING 19 1/4" ANGLE 1/4-20 MASHINE SCREW ANCHOR RAWL CALK -IN / WITH SIDEWALK BOLT J" O.C. W / 7/8' MIN. EMBEDMENT 3" MIN. EDGE DISTANCE POURED CONCRETE ONLY NOTE:* SEE ANCHOR SCHEDULE CONNECTION TYPE "C" (-HEADER or SILL DETAIL 16 59.5 PSF MAXIMUM / PANEL HEIGHT 109" MAXIMUM DETAIL 21 ADJUSTABLE HEADER OR SILL NOTE: 1/4" PANEL MATE SCREW WITH T4-20 STUD HEAD .WITH WASHERED WINGNUT HEADER OR SILL WOOD, CONCRETE OR MASONRY .r CONNECTION TYPE "A" REFER TO DEFECTION CHART GLASS STORM PANEL TION TYPE "A" 1/4 " PANEL MATE WITH MACHINE SCREW HEAD WITH 14-20 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY or® HEADER or SILL Q HEADER or SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "A" DETAIL 17 NOTE:* SEE�ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 18 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, MASONRY. WHEN ANCHORING TO WOOD, THE WOOD •%IHSi1 • A MINIMUM 2 X 4 EQUAL TO /2• SOUTHERN °IN WITH 0.55 SPECIFIC GRAVITY s • • AND STRUCTURALLY PART OF THE 4FRAMINE ATRUCTLII£ • • • • • OR SUCURELY ATTACHED TO FRAM S STRUL»URS S. • • • • . . PANEL SECURED WITH WASHERED WINGNUTS STUCCO FINISH REFER TO DEFECTION CHART NOTE:* • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • NOTE:* ONHECTION TYPE "A" P. , '-'�^ . � ICJ, STORM PANEL iv, rl eTi N47;* ©CONNECT10N.TYPE "A" GLASS Pt 5TL1CCOINSTALLATION DETAIL 14 SEE ANCHOR SCHEDULE CONNECTION TYPE "A" IC AND 21 HEADER et SILL DETAIL 19 •• • • •• • • RHBERT 6. 'MO UR, PE EB-0006024 RTM,I €IIGIIEEI.InG, In4 F1/4-11 WCHLE SEMI MOOw srilieN NeL WFIL L12S W Wt[E0 MINI Cl? 4-20 0/5 41.W0N PLUG sir vows I- lux DETAIL 20 PRODUCT REVISED as complying with the Florida Building Code Acceptance No ' Ion Dab By Mem PadL • Sc Conti t2 2.017 g. t 9 m • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • RRVISIOITS BY 09/11/98 SP 01/12/06 SP 01/16/14 SP MAXIMUM IMPACT .050 ALUMINUM STORM PANEL SHUTTER TECH. am SEP / JRB / RSM 01/10/97 AWN 91002 3 7 — THE SHUTTER TECH STORM PANELS. MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. Lk m FRONT VIEW SIDE VIEW .050 ALUM DESIGN PRESSURE PANEL SPAN 44.40 123" 47.81 ' 120" 51.23 117" 58.06 1 12" 61.47 110" 66.85 106" 71.46 102" -'•,...._. 5.30 97� 81.45 90" 86.83 84" 91.44 ..-80•' b 123" MAX. PANEL HEIGHT NO PANEL STRAP IS REQUIRED PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP P T r..0"-68" over 68•-96' on, 96'-123' OVALL MOUNT+ 2 5/8" Q3 5/8 4" INSIDE—MOWT 2 5/8" 3 578ri 4" BUILD OUT 2 5/8" 3 5/8" 4" MINIMUM DISTANCE BETWEEN GLASS AND PANEL HORIZONTAL BRACE STRAP 1/4-20 STUD WITH WINGNUT 12 1/2" O.C. 1/8" x 3/4" J FLAT ALUMINUM BAR SIDE VIEW FRONT VIEW DETAIL 'E" MAXIMUM GAP BETWEEN PANEL AND HEADER IS /4" (TYP.) DETAIL 'F" FASTENER MUST BE IN NORROW PORTION OF KEY HOLE MOUNTING HOLE MAY ALSO BE A 9/16" DM. CIRCLE DETAIL "C" .050 ALUMINUM MAXIMUM IMPACT` STORM PANEL FRONT VIEW SIDE VIEW 123" MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN PANEL DEFLECTION CHART WITH HORIZONTAL STRAP PANEL HEIGHT 0"-107" over 107'-123' WALL MOUNT 2 13/16" 3 3/16" INSIDE MOUNT 2 13/16" 3 3/16" BUILD OUT 2 13/16" 3 3/16" MINIMUM DISTANCE BETWEEN GLASS AND PANEL HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION DETAIL 13 ON SHEET 3 DETAIL 3,4, & 8 ON SHEET 2 DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP & BOTTOM NO HOR. OR SILL HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY DETAIL 3,4, k B ON SHEET 2 WALL MOUNT ANCHORING PANEL TOP & BOTTOIL WITH STUDDED NOR/SILL ON SHEET 2 WALL MOUNT WITH NOR. AND SILL DETAIL I ON SHEET 2 DETAIL 15 ON SHEET 3 DETAILS 5,7,9,10 AND 1I ON SHEET 2 DETAILS 3,4 AND 8 DETAILS 5,7,9,10 AND II ON SHEET 2 BUILD OUT RIM HOR. AND SILL TYPICAL SECTION VIEWS •• ••a • • • • • •• • •• • - OOOOOO • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • •• ••• • • • • • • • • • ,• • •• • ••• • • • • • • • ROVER'P S. MANSOUR, PE EI3-0(506024 %.NMS ENGINEERING, INC. r ` DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET J F" DETAIL 4 ON SHEET 2 INSIDE MOUNT WITH 1408. AND SILL PRODUCT REVISED m complying with the Florida Building Cade I� "0%lAY•2� AcceptenceNo / Eupi tlon Hate .. B� M181I1L bad ad Control U ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RLOISIONS 09/11/98 BY SP 01/16/14 SP U w MAXIMUM IMPACT.050 ALUMINUM STORM PANEL SHUTTER TECH. tn. 8 N n P SE/Are 01/10/98 SHOWN 98002 - 4 ANCHOR SCHEDULE ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE UP TO 59.6 PSF UPTO 71.5 PSF POUREDCONCTETE CONCRETE BLOCK POUREDCONCTETE CONCRETE BLOCK TYPE CONECTION TYPE CONECTION TYPE CONECT/ON TYPE ANCHOR TYPE PANEL E.D. (��C�yNECTION �\ A I �/I C I D I A I 6 I C I 0 I E A I B 1 C I D I E AIBICIDIE 16 16 13 : 8 : 13 : 13 13 ; 6 ; 13 •', 13 3• 16 13 : 8 : 13 16 : 13 10 13 13 18 : 13 : 7 j 5 13 ; 13 13 ; 13 _ j 1 MD �� 88'SPAN 2" 11/4" 18 16 13 7 • 13 13 : 5 : 13 13 13 18 ; 13 ; 8 16 : 13 6 13 13 13 13 18 ; 13 .14 : 13 : 4 13 : 13 14 13 : 4 : 13 : 13 411 3' 16 : 13 : 8 : 13 13 16 : 13 : 7 : 13 : 13 • : 14 : 6 : 5 • 6 4 9 : 10 8 • 9 14 : 6 : 6 : 9 : 10 12 : 6 1 5 • 8 • 9 1/CRAWLLOK/BOLT(SLEEVE ANCHOR) 11/8" MIN. EMBEDMENT • 88"SPAN 2' 11/4' 15 11 : 5 f 13 13 : 10 : 4 : 13 13 13 15 ; 11 6 13 13 13 : 10 : 5 : 13 : 13 12 11 : 5 : 3 7 : 8 11 : 5 : 4 : 7 : 8 3" •• 14 : 6 : 5 ; 9 10 14 : 7 : 6 : 9 •: 10 11 : 4 : 4 5 : 4 • 12 : 4 : 5 : 5 : 4 5' 4 105'span 12 • 6: 4 8 11 : 5 : 3 : 7 : 9 8 12 • 6 • 5: 8 1 9 11 : 5 : 4 1 7 : 8 10 ` 4 : 4 9 : 3 3 5 4 4 ' 10 3 • 3 •) � : • .... 2' 11/4- 3' 11 : 4 : 4 : 5 : 4 12 : 4 : 5 : 5 : 4 : - 123'span 2' 10 ; 4 : 4 : 5 : 4 10 : 4 : 4 : 5 4 1 1/4' 9: 3 : 3 : 4 : 3 9: 3: 3 : 4 : 3 _. 11 11 3' 16 13 : 7 : 13 : 13 13 13 6 : 13 : 13 15 : 13 : 6 : 13 13 11 : 11 : 5 : : : 4 : 10 10 88' SPAN 15 13 : 6 : 13 : 13 12 12 5 : 12 : 12 13 : 13 : 5 : 13 13 10 10 : 9 : 3 : 9 . 9 2' 11/4" 14 13 : 5 : 13 : 13 10 10 4 : 10 : 10 12 : 12 : 4 12 12 9 6 —..." .3- 13 10 : 6 : 13 : 13 10 8 5 : 10 : 10 11 • 5 : 5 7 8 8 • 4 : 4 : 5 : : : 5 5 88' SPAN 2' 11/4" 12 11 9: 6: 12 : 12 8 : 4 : 11 : 11 9 8 7 8 4 1 9 : 9 3 : 8 : 8 10 : 5 : 4 9 : 4 : 3 6 6 7 6 7 3 3 7 : 3 : 3 : 4 -• 5 1/4' RAWL ZAMAC NNLIN DRIVE (HAMMER DRIVE ) 1 3I8' MIN..EMBEDMENT IN CONCRETE 11/4' MW, EMBEDMENT IN BLOCK 105' span 3" 11 10 9 5; 5 ; 7 8 5: 4: 7 : 7 4 3 6 7 8 ! 4 4 7: 4 : 3 7 3 3 5 6 5 : 8 4 5 9 8 8 . 3 3 3 4 3 3 4 ; 3 4 : 3 4 : 3 7 3 ; 3: 3 B : 3 : 3 ' 6 : 3 Y 1 1I4' 3- 9 3 : 4 ; 4 3 7: .; 3 t 3 : 3 - ' - 123"span 2' 8 : 3 : 3 : 4 : 3 6 • : 3 : 3 _ 11/4' 8 : 3 : 3 : 4 : 3 6 : : 3 : 6 13 VARIOUS HEAD TYPES 3" 16 : 13 11 13 13 16 13 7 13._; 13 18 13 13 9 8 13 13 13 13 13 12 13 12 ;,13 5 12 12 r1lalmlt1',n1111tt ml®= 0' SPAN 2' 11/4" 16 : 13 16 13 9 8 13 13 13 13-. 14 13 13 13 8 5 13 : 13 13 : 13 16 16 13 6 13 13 10 10 4 10 10 'BB' SPAN. 3' • 16 13 16 : 13 9 7 13 13 '13 13 12 11 9 8 5 4 12 : 11 12 11 16 15 8 7 7 6 11 10 12 11 10 9 5 4 4 4 3 6 6 5 7 6 6 ,,, 1-Za II�1-\� 11�iI1)•t � Y �I�IViXI�i�11.12 - E-�y" / i 1�,1J4' 16 6 . 13 13 10 7 4 10 10 14 7 5 9 10 8 4 ) �) 18 ( B 7 11 13 10 5 4 7 8 15 5 5 6 5 7 8 5 5 8 8 3 3 4 3 4 43 3 (MASONRY SCREWS) 4 105'spa `\ 2' 1 N4' 16 `T�� "` 14 7 6 5 10 9 10 9 8 4 4 4 3 6 5 7 6 13 12 4 4 5 4 7 3 1/4• RAWL PERMASEAL TAPPER 1/4" ELCO PANEL MATES 3' 15 : 5 6 7 5 8 3 4 : 4 3 1 1/2" MIN. EMBEDMENT IN CONCRETE 123' apan 2' 13 5 5 6 5 8 3 3 . 3 - • 6 - 13 - 13 • 11/4' 12 4 4 5 4 7 34 3 1 1/4• MIN. EMBEDMENT IN BLOCK . 3' 16 13 12 13 13 16 13 7 13 13 18 13 10 : 13 : 13 13 13 : 5 12 12 6B'SPAN 13 13 10 8 13 13 13 13 14 13 13 13 6 5 13 13 13 13 16 16 13 13 9 : 13 : 13 7 : 13 : 13 . 12 : 12 10 : 10 : 4 10 10 : . 2.5" 2' 16 18 3" 16 13 9 13 13 12 9 5 12 12 16 : 10 : 8 : 13 : 13 7 : 12 : 13 10 9 5 : 4 - : 6 7 4 : 4 : 6 : 6 1/4-20x7/8" VT DIA. RAWL CALK IN (MACH,NE SCREW ANCHOR) 7/8' MIN. EMBEDMENT 88"SPAN 2.5' 2' 16 18 13 13 8 6 13 13 13 13 11 10 8 7 5 4 11 10 11 10 16 : 9 : 16 : 8 ; 5 ; 11 : 12 8 4 : 3 : 5 : 6 105' span 3' 16 : : 10 9 8 8 7 5 13 13 11 13 13 13 10 9 8 5 4 4 4 4 3 7 : 6 5 8 7 6 16 . 6 : 7 : 8 : 3 16 : 6 : 6 : 8 : 3 14 ; 5 : 4 • 7 ; 3 8 - 3 - 4 : 4 ' 3 8 : 3 : 3 : 4 3 7 : 2.5" 2' 16 16 123' span 3' 16 6 6 7 6 8 8 7 6 8 8 3 3 4 3 4 4 3 3 - - - • , 2.5' 16 2" 14 5 4 7 5 7 3 3 3 • •• ••• • • • • • •• • • • • • • •• ••• •• • • • • • • • • • • • • • • • • • • • ••• •I •Is • • • •QOB • • • • • R'P SI MO N IUP, PE ••• • • •EB-096044 PATS E OI CUING,I C. NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR 'ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM £NBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND/OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE AODITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. PRODUCT REVISED ns complying with the Florida Building Code Expi ion Data QW o 7 By u ContS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • RMSONE 09/11/98 BY SP 01/06/06 SP 01/16/14 SP M IMPACT .050 ALUMINUM STORM PANE A Li I 0 a SEP//RB SHOWN -99002 - 5 • 4► ANCHOR SCHEDULE ANCHOR SPACING vs DESIG AND CONNECTION TYPE ANCHOR TYPE 0 II® III1 1/4' RAWL LOK/BOLT (SLEEVE ANCHOR) 1 118" MIN. EMBEDMENT ( , 1/4' RAWL ZAMAC NAILIN ORNE (HAMMER DRIVE ) 1 3/8' MIN. EMBEDMENT IN CONCRETE 1 1/4' MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES lU01I111110ilMapn• h(il : �qltil�X .Ii. 1T (MASONRY SCREWS) 1/4' RAWL PERMA-SEAL TAPPER 1/4' ELCO PANEL MATES 1 1/2" MIN. EMBEDMENT IN CONCRETE 1 1/4' MIN. EMBEDMENT IN BLOCK ti 114-20 x 7/8' 02 DNA. RAWL CALK IN (MACHINE SCREW ANCHOR) 7/8' MIN. EMBEDMENT PRESS URE PANEL E.D. 88" SPAN 88' SPAN 105' span 123' span 68' SPAN 88' SPAN 105'span 123'span 68' SPAN 88' SPAN 105' span 123" span 68' SPAN 88' SPAN 105' span 123'span 3 2' 1 1/4' 3" 2' 1 1/4- 3' Y 1 1/4' 3" POURED CONCTETE CONECIION TYPE UP TO 81.5 PSF CONCRETE8LOCK POURED CONCTETE UPTO 91.4 PSF CONCRETE BLOCK AIBICIDIE 15 : 10 : 6 : 13 13 14 :. 9 5 f 13 13 12 : 8 : 4 : 12 : 12 12 11 10 4 : 5 : 6 4 . 4 . 5 4 : 3 : 5 5 4 4 CONEC 1ONTYPE AIBICIDIE 16 :10: 7 14 ; 9 ; 8 12 : 8 : 4 13 13 12 13 13 12 12 : 5 : 5 : 6 : 5 11 : 4 : 4 5 1 5 10 : 4 : 3 : 5 : 4 CONECTION TYPE 13 .• 7 AIBICIDIE 9 : 11 5 12 6 11 : 5 4 3 11 : 3 : 4 9 : 3 . 3 9 : 3 : 3 8 : 9 7 : 9 5 : 3 4 : 3 4 : 3 CCNEC'TION TYPE A I'e I CIDIE 13 7 6 : 9 : 11 12 11 6 5 11 : 4 10 3 9 : 3 5 ; 8 4 : 7 3 3 2' 1 1/4' 3' 2' 1 1/4" 3" 2' 1 1/4' 3' 2' 1 1/4' 3' 13 : 8 ; 5 ; 12 : 13 11 • 7 : 5 : 11 : 11 10 : 7 : 4 : 10 : 10 10 9 8 4 ; 4 : 5 : 3 : 4 3 : 3 : 4 4 4 3 9: 6: 4 : 9: 9 : 8 8 : 5 : 5 : 3 . 7 : 8 7: 3: 3 4 3 7 6 3 1 11 : 5 : 5 : 8 : 9 10 : 5 : 4 9: 4: 3: 6 : 7 9 : 3 8 7 : • 4 : 4 1 3 3 8 : 4 8 • : 7 7 : 3 : 7 • : 3 6 : 3 : 3 5 2' 1 1/4' 3' 2' 1 1/4- 3' 2' 1 1l4' 3' 2' 1 1/4' 3' 16 : 13 • 8 • 13 : 13 16 : 11 : 7 : 13 : 13 16 : 10 : 6 : 13 : 13 15 14 12 5 5 6 ; 5 : 7 • 6 6 6 6 11 7; 5 : 11 10 8 : 4 • 10 9 : 6 : 3 : 9 11 10 9 9: 3 4 4: 4 6 : 3 : 3 7: 3 : 3 1 4 1 3 16 ' 8 : 7 : 12 • 13 16 : 8 : 6 : 10 : 12 14 : 7 5 : 9 : 11 14 : 4 12 : 4 11 : 4 8 : 6 : 4 5 : 5 : 4 4 : 5 : 3 10 9: 4: 4: 6: 7 8 : ; 7 • B : 3 : 8 ; 3 : 3 7 : 3 2' 1 1/4' 3' 2.5° 2' 3' 2' 3' 2.5' 2' 3' 16 13 16 : 13 16 : 12 18 18 15 7 6 13 : 13 13 : 13 13 : 13 7 : 7 : 9 : 8 6 : 6 : 8 : 7 6 : 4 : 8 : 6 11 : 7 5 10 : 7 : 4 9 ; 6 9 : 3 : 4 8 : 3 : 3 7 3 : 3 11 : 11 10 : 10 9 : 9 4 : 4 4 : 3 4 : 3 • • 16 : 10 8..:.: 13 13 18 : 9 : 7 : 13 : 13 16 : 8 • 5 : 12 : 13 : 6 : 7 : 5 15 : 5 : 5 : 6 : 5 13 4 : 4 6 • 4 10 9 5 : 4 : 7 : 8 8 8: 3: 3: 3: 3 7 : 3 : 3 : : 6 : 7 4 3 5 : 6 g : 3 : • 2.5' 2' •• • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • . • • • • 8OBERi $. i4ONS'OUg, PE • • • . . •'EB-ego6o24 RAMS ER EEPINC,AlC. • • NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDM£NT AND EDGE DISTANCE EXCLUDES STUCCO AND/OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY 8£ INTSALL INTO WOOD, CONCRETE OR MASONRY. PRODUCT REVISED us complying with the Florida Building Code 15_ ,/ Acceptance No Expi . ion Data BUILDING CODE CO i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • RDISIONS 8Y 09/11/98 SP 01/06/06 5P 01/16/14 SP 8 MAXIMUM IMPACT .050 ALUMINUM STORM PANEL SHUTTER -TECH. INC. nt 0 0 0 0 e 0 SCP/JRR/RS8 ol/m/98 SHOWN 98002 6 7 w ANCHOR SCHEDULE WOOD APPLICATIONS UP TO 59.5 PSF UP TO 71.5 PSF UP TO 81.5 PSF UP TO 91.4 PSF CONNECTION TYPE AIBICIDIE CONNECTION TYPE A I B ICIDIE CONNECTION TYPE AIBICIDIE CONNECTION TYPE AIBICIOIE ANCHOR TYPE DIA. SPAN 68" SPAN 14 13 5 : 13 : 13 12 : 12 5 12 12 10 7 4 : 10 10 9 : 4 4 6 7 BRASS WOOD BUSHING 114-20 88"SPAN 11 8 4 : 11 : 11 .9 : 4 3 8 7 8 3 3 4 3 7 3 3 105" SPAN g 4 4 : 6 : 7 8 : 3 • 3 4: 3 - 123"SPAN 8 3 3 : 4 : 3 - - tt tti""tM}INt.1PtEEtNtEETTRtATTIOONN �F>�F1F \-M-Ff)FF>1FI» 1/4" 14 : 11 6 13 : 13 12 • 6 5 8 ; 9 10 4 4 ; 5 : 4 9 : 3 4 : 4 : 3 88" SPAN WOOD LAGS j05"SPAN 12 : 6 5 8 : 9 10 t 4 ' 4 5: 4 • 1" MINIMUM TREAD PENETRATION 123" SPAN 10 : 4 3 5 : 4 ' -• �_ t tt}tttt t 66' SPAN 16 13 10 13 13 18 : 13 : 8 13 13 16 10 7 : 13 13 14 7 . 6 9 11 t tt �� S-\-\-�X1SF))»»I '' 5/16" Be" SPAN 16 13 7 13 13 14 : 7 : 6 9 10 12 5 5 6 5 11 • 4 5 5 3 WOOD LAGS 105"SPAN 14 7 6 9 10 12 : 4 : 5 6 4 - - -„ 1" MINIMUM TREAD PENETRATION 123' SPAN 12 4 6 6 4 1#}ttt}}t}t}F?r}tF F}Fty \zaw111111I »I I YY " 3/8" 68' SPAN 16 16 13 13 11 : 13 : 13 9 : 13 13 18 16 : 13 : 8 9 7 13 10 : 13 12 16 : 12 14 : 5 8 : 6 13 7 13 6 18 13 ; 8 ' • 7 ; 4 8 i 11 5 13 4 .88" SPAN 105' SPAN WOOD LAGS 16 8 7 : 11 : 12 14 : 5 6 6 5 1" MINIMUM TREAD PENETRATION 123" SPAN 13 5 6 : 6 : 5 it }M }tt}} F} #XF�}}\��}}} \-0> 7/16 68"SPAN 16 13 16 : 13 12 : 13 9 : 13 13 13 16 18 13 10 : 8 : 8 13 12 13 13 16 16 13 9 6 7 : 13 8 13 7 16 14 : : 9 : 8 5 6 12 13 6 4. 88" SPAN Il�r WOOD LAGS 105" SPAN 18 : 9 8 : 12 13 15 : 5 : 7 7 6 ' -' 1' MINIMUM TREAD PENETRATION 123"SPAN 15 : 5 7 : 7 6 --- '• }tt tF t} tt tttttt}t Y11111e �1}�Filt}i}�N VP-- 114" 68"SPAN 16 14 13 11 8 : 13 8: 13 13 13 15 12 13 6 6 5 13 8 : 13 9 14 10 9 4 : 6 : 4 ••, 13 5 13 4 12 9 6 : 5 : 8 : 9 3 4 4 3 88" SPAN 1/4" ELCO PANEL MATES 105" SPAN 12 6 5 : 8 9 10 4 4 5 4 - 17/8" MM. THREAD PENETRATION 123" SPAN 10 4 3 : 5 4 .. 68"SPAN 16 : 13 8 13 13 15 13 6 13 . 13 14 •: 9 6 • 13 : 13 12 : 6 : 6 8 : 9 1i1=� WZIMIZI-MV . 1/4" 88" SPAN 14 : 11 6 13 13 12 6 5 8 9 10 : 4 4: 5 4 9 I 3: 4 4 13 1/4" ELCO PANEL MATES 105" SPAN 12 [ 6 5 8 9 10 4 4 5 4 17/8" MIN. THREAD PENETRATION 123"SPAN 10 :4 3 5 4 VERIOUS HEAD TYPES 68"SPAN 16 : 13 8 13 13 15 13 6 13 13 14 : 9 6- : 13 13 12 : 6 : 5 8 9 ili�i�i�[�L.M11..\14.1Zili1i.1® 88" SPAN 14 i 11 6 13 13 12 6 5 8 9 10 ; 4 4, 5 4 9 3 4 4 i 3 1/4" MASONRY SCREWS 1/4" 105-SPAN 12 : 6 5 8 9 10 4 • 4 5 4 1 7/8" MIN. THREAD PENETRATION 123"SPAN 10 : 4 3 5 4 - - - - - NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN. LOADS REFER TO SHEET 4. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EOUAL TO 12 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. •• ••• • • • • • • • • • • • • •• ••• •• • • ••• • •• .r • •- • • 64,44 •I • • •• • • . •• • • : ZZOUE • {ONSOUR, PE ••• • • • ~ VMS" ENGINEERING; • • • • • • PRODUCT REVISED as complying with the Florida Building Code AEwed. •eepNo 150•07•ci Mimi r..:1 ,. uei ODnvol BUILDING CODE COMPLIA 0041 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0041 • • REVISIONS 8v 09/11/98 SP 01/06/06 SP 01/16/14. SP MAXIMUM IMPACT .050 ALUMINUM STORM PANEL SHUTTER TECH, INC. u 0 0 A SEP/JRB/RSV 01/i0 9R SHOWN 9R00'2 7 WINDOW AND DOOR INFORMATION SHEET JOB# ; 10168419 Name TRAWICK Opening Location No Location Corner Zone or PRODUCT ACCEPTANCE NUMBER Style APPROVAL APPROVED PRESSURE REQUIRED OPENING DESIGN PRESSURE Window Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED (+) PSF (-) PSF (+) PSF (-) PSF Wdth IN Height IN 1 4 16-0629.17 GD 75 75 42.6 46.2 34.5 81 N/A NO 2 4 16-0629.17 GD 75 75 42.6 46.2 33 81 N/A NO 3 4 16-0629.17 GD 75 75 42.6 46.2 32.88 81.88 N/A NO 4 4 16-0629.17 GD 75 75 42.6 46.2 31 78.88 N/A NO 5 I 4 16-0629.17 PDS 75 75 42.6 46.2 36 79.5 N/A NO 6 I 4 16-0629.17 GD-2PNL 75 75 42.6 46.2 70.5 79.5 N/A NO 7 4 16-0629.17 PDS 75 75 42.6 46.2 36 79.5 N/A NO IPNL/3PNL= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN=AWNING 533 SE 92 St. Miami Shores, FL 35' 0" Dining Room 10' 0" Family Room Entry Door N/A First Floor 16' 0" 3 4 5 7 5' 0" ......... _.._ 7' 0" 6 2'53" 9' 4" 16' 0" FLORIDA BUILDING CODE 2014 - 5th Ed. - 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 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope than greater 10 degrees Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7 47.4 58.6 31-40 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8 65.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 16-20 39.0 42.2 51.9 42.6 46.2 57.0 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 51.6 56.0 69.1 51-60 49.1 53.2 65.4 53.6 58.2 71.8 LOCATION EXAMPLE MIAMI-DADE COUNTY WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees kr`of 5,,ope greaterl i l a r, 10 degrccs Positive Negative Posirive i Negative z4 & z5 z4 z5 14 & z5 z4 75 0-15 44.5 48.2 59.3 48.6, , 52.8 65.1 16-20 46.8 50.7 62.4 51.1 55.4 C8.5 21-30 50.2 54.4 66.9 94:8 , 59.4 73.4 31-40 52.8 57.2 70.4 57.6 , 62.5. 77.1 41-50 54.9 59.4 73.1 60.0 65.0 , 80.2' 51-60 56.6 61.3 75.5 61.9 67.1 '32.9, LOCATION EXAMPLE MIAMI-DADE COUNTY GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE VNNDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS, WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION 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 <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is greater. Based on the FBC- 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 30', open country and grasslands. Exposure C will apply when exposure D and B do not 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 ft 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 - (FLAT TERRAIN) 10-,DIRECTIONALITY FACTOR Kd = .85 (Wind Directionality Factor) 11-TRIBUTARY AREA: 10 SQF 12- EDGE STRIP (a): The smaller of 10% 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 ft. E N G C O,Inc. Engineering Services - CA 8116 1791 Blount Road - unit 907 Pompano Beach - Florida 33069 Tel: (754) 307-1319 Fax: (754) 205-6846 E-mail: Engco@AOL.com a<=BWx0.1 or a <= h x 0.4 BW less or equal than BL a must not be less than a = 3 feet or a= 0.04 x BW $. DE, F/G-.G' GENS( ,P No. 5260 * -. STATE OF \--,?4;;." ,, , ,,, , , ,,,,, /ONAL L *44 kr ♦� UG072017 DATE: 07/21/2017 PEDRO DE FIGUEIREDO - PE 52609 NOT VALID W/OUT SEAL MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). 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) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product ormat .rial fails 1d'weet the requirements of the applicable building code. • • • •• This product is approved as described herein, and has been designed to comply with the FloridaWilding ,ode•, including the High Velocity Hurricane Zone. 1 •• DESCRIPTION: Series "FD-101" Aluminum French Doors w/wo Sidelites— L.M.I. - . •• •• •• • • APPROVAL DOCUMENT: Drawing No. 11005-1 Rev F, titled "Alum. French Door &.Sidplites, Impascr..sheets 1: through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Indukciter'signed. eOd sealed Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of • • Acceptance number and Expiration date by the Miami —Dade County Product Control Secti8n. • • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33I75-2474 T (786) 315-2590 F (786) 315-2599 www. mami dade.gov/economy MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •• ••• •• • •Limitations: • • 1. Use of Table 1, require full length reinforcements (item #22) for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX door or 0 (sidelite) shall control. 2. All laminated glazing options (glass types, A, B, C, D & E) must have 3/16"HS glass at interior side. 3. 1/4" Elco Ultracon (former Tapcon) to be 4"OC into Conc. and 6" info CMU (jambs). 4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 5. Applicable Egress requirement to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled 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 #15-0528.24 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. . . MIAMI-DADE COUNTY APPROVED A\ • . . NO No. 16-0629.17�+ Expiration Date: October 18, 2017 Approval Date: July 21, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Des (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Labaratory,•htr•, Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, QQQ07(16 and t) 120/16, all signed & sealed by Idalmis Ortega, P.E.' • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per F$C•TA,S 202•-04 .• 2) Large Missile Impact Test per FBC, TAS 201-94 ' •' • ` • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 20 :4E: : • • • Along with marked -up drawings and installation diagram of fixed sidelite (C).wIansulatedd laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports 1ko(s) FTL- 6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submltteil'tInder dies2- . 0516.02/#11-1013.22) • • • . • •. • 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum outswing doors w/sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11- 1013.22) C. CALCULATIONS (Submitted under file #15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies w/ ASTME-1300-02, 04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). 4V 4-4 - (-LA Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS (Submitted under file #15-0528.24) 1. Statement letter of conformance to FBC 2014(5th edition) and letter of no financial interest, prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. 2. Lab compliance as part of the above referenced test report.• • ••• •.... .. • •• • • • •• G. OTHER • • • • • 1.' This NOA revises NOA #15-0528.24, expiring 10/18/17. 2. Test proposal # 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gaccoz, P.E. • • • • •... • • E-2 ••S. •• • • • .. • •••• . • •• •... • .. . • • . • • • .. • . ... • • • . S. Yshag I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.17 Expiration Date: October 18, 2017 Approval Date: July 21, 2016 . • ' . . • . STANDARDS USED: NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. E. 13/16" LAMI IG NOM. (.840") CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, 1/4" AIRSPACE, (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORTS FTL-4964, 5212 & 6864; ELCO ULTRACON NOA'S:; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR a 1/8" AN. OR HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 3/16" HS. GLASS 3/8" NOM. GLASS STACK 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 0 C M � 1/2" GLASS BITE EXTERIOR a 3/16' AN. OR HS. GLASS .090 PVB INTERLAYER (DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM) 3/16" HS. GLASS. •• ••• • • • • •• • • •• ••• 7/16" NOM. GLASS STACK • 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION • ASTM E1300-09 • ANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2010 • AISI-S100-07/32-2010 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 GLASS ABBREVIATIONS AN. = ANNEALED HS. = HEAT -STRENGTHENED TP. = TEMPERED EXTERIOR a 1/4" AIRSPACE 3/16" TP. GLASS • • • • • •• • • • • • • • • Ap0:VB:NUCAYEE • !DUPONT I;UTACITE). • • • • • •• 13/16" NOM. GLASS STACK 1/2" GLASS BITE 3/16" HS. GLASS 1/8" HS. GLASS 7/16" LAMI NOM. • ••• • "• •a$4.16" LAMI IG NOM. GLAZING OPTION C OR�i,•NOf •f t • i''• •• `OWING OPTION E, NOTE 1 ••• • • • • • • • • /R0000 f IZEVf) • mg with tie Rod& este Ai+,, � µ• 4.-eC 29•f7 1141m1Y• Pee OcT / $, 2017 w p u1-4 Veed"e1 Co••d fn 0 cn 0 v O O .. XO ALL 0 a- fn W I— J W 0 C7 ces cc 0 0 0 S 0 Z W LL AQ kLL • io 0 LL 0 6� H AZ 0 a IO A •11IIti' Lif ., A.'L�KNW MILLER, P.E. P.E.# 58705 CERT. OF AUTH. #29296 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• TABLE 1. APPROVED (FOR DOORS REINFORCEMENT X WIDTH DESIGN PRESSURES FOR ALL CONFIGURATIONS & OXXO LITE PREVAILS) CONFIGURATIONS: W/ SIDE • -XX-WIDTH X, XX, 0, OX, XO, OXO, XXO, OXX LITES THE LOWER DP FOR THE DOOR OR SIDE IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C, D OR E HEIGHT 68 - 79 3/4" 7° .83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 3° 37-1/2') 6° 71 3/4" (75.0 -75.0 )75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4'' 5.0 -75.(D75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36,1/8",, +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E I 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. APPROVED (THE LOWER REINFORCEMENT DESIGN PRESSURES FOR COMBINED DOOR! SIDE LITES ONLY CONFIGURATIONS: DP FOR OX, XO, OXO, XXO, O)0& OXXO THE DOOR OR SIDE LITE PREVAILS.) IS NOT REQUIRED AT DOOR it; SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8° - 95 3/4" 2° 25 1/2" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 2° 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1 /Z' 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE O WIDTH GLASS TYPES A, B, C, D OR E 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: 1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/1b" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2" MAX. OXO WIDTH = 109 1/2" MAX. XXO/OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE =+70.4 /-70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE =+43.1 /-43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL. • • • •.. • • • • • • • • • • • • • • •• ••• •• • • • •• _ • ••• • ••• • • • • • • • • • • ••• •• • • • • • • • • • •• • • •�• • • • • • • ••• • •• • • • • • • ►RODUCrREVWD vialPfYing with the Florid. boating Cods A ei laaca No /L-DG21.17 Ea*ai ,, 1)*1" --1 mirat t8* Pr.dootrel I A. LYNN MILLER, P.E. P.E.# 58705 Li) 0 0 U- 0 � N U I - Az 0 r N 7.1 5 0 re U ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 73 1/2" MAX. 3/4"_� 109 1/2" MAX. 36 3/4" - 3/4" --. 143 3/4" MAX. 36 314" 36 3/4" plyist �__36 MAX. MAX. SEE NOTE 3-�I-"•-36 MAX. MAX. SEE NOTE 3 MAX. !aon� win' the ��' 11 Pi 11 1 ND 49 .1111 Drown By: J ROSOWSKI Drawn Dot.: 04/04/12 SIDE LITES, IMPACT Drawing No. Raw )F 10 11005-1 F 04:444011 , ^ g , '10 MAX. kiI A I /E Er I �E 9-9-lE 0 O 0 O X INACT 0 tiles I A.. " SEE NOTE 4 5 SEE NOTE 4 — SEE NOTE 4 OX OR XO OXO SEE NOTE 4 OXXO r�� SEE NOTE 4 O A —� ALUM. FRENCH DC Z 71 3/4" MAX. MAX. 1 37 1/2" 24 9/16" MAX. 33 5/8" MAX. MAX: - A - DLO (TYP) 1 DLO (TYP.) �— G A , B n .- 111 _ } III 11 95 3/4" MAX. - 49 _- G 10 ! 1 HT. TYP. 95 3/4" as ems„ 10 MAX. (TYP.) MAX. T I DLO 11 I ' 1 84 3/8" MAX 111 TMP' DLO (TYP.) DOOR 40" (TYP.) DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH 'X = DOOR WIDTH -12 15/16" DLO WIDTH'XX' = DOOR WIDTH/2 -11 5/16" DA F 0 •••• •• i • •�IpECIT� ••• • • • • D190 HEI01-IT. HEIGHT -11 3/8" i I �I1 li, • • • • • 1/8" V•IS=I-I D, D =�IDTH -3 A • • • • • YN XXX O•• •••• •• • • • •• • NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. • • • • • • • • • • 3. SIDE LITES OVERLAP 'X' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE'XO', 'OX', 'OXO"XXO', 'OXXI1ND VXXO' CMGURA 71ONS. • •• . • 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). • • • • •_ • •_ •__ •� • �6 _ _ 5. CLEAR OPENING FOR 'X' AND'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDT44-4.079) • • • • • • • • • • • • • • • A. LYNN MILLER, P.E. P.E.# 58705 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 3 .liODtCtREVtS€D * MU Co * I al Flor Atropin/weArerpre No 2 40 ' EXTERIOR INTERIOR ElplrMlw Dnh M1 I RI 1'1 , 1��\_.‘A `ot.x`l.1.ota rCa.ol Cooed i .11. • Drawn By: J ROSOWSKI Drawn Date: 04/04/12 Description: VERTICAL SECTIONS TitN: ALUM. FRENCH DOOR & SIDE LITES, IMPACT . u_ co© ® 60 64 AT HEAD/JAMB vnCLEAR-COLOANT I � 7_ •1 1111111111 4�11._ i 65 AT SILL/JAMB EXTERIOR INTERIOR IPPr'-- G_lSEALANT Sheet 4 OF10 +'" --� ® 63 h IN � Z MAX. MAX. MAX. MAX. SIDE 62 Series/Model: FD-101 ti DLO II DOOR HEIGHT DLO V ® LITE HEIGHT 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 _ F �'1' � Oral I SL VIEW G—GL CORNER ASSEMBLY c 61 •.. ... • • • • • •• • g lc ` A. LYNN MILLER. P.E. P.E.# 58705 ® m �=1.489 A • • • ............ ••• • rToll. • DOOR SECT. • . • SLSECT. B1.:• •.. • �,• ••• ••�• 13• VERTICAL VERTICAL •• • • • •.• • • • fi • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • MAX. SL WIDTH MAX. DLO SL SECT. E-E 'XX' SECT. C-C HORIZ. 'X' SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 8 2 FOR APPLICABILITY Il •• •• • • •• • •• •• MAX. SL WIDTH •• • DLO INTERIOR EXTERIOR SL'SECT.FE .'. . ••, HG42. 91FVGL�E • aE�LItE) • • • • • • • • `°'RODUC f REVISED could i•g Wei the Peri l% yisntliOR Pad. I rc 0 a 2 ai w I— J w 0 U) otS re 0 0 0 2 0 Z W cc LL i;Q It 0 o 0 O EZ 0 N N 0 U U A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • ITEM DWG # POTS/ DESCRJPTION 1 9438 80411 FRAME HEAD 2 1010 80300 WSTP.,Q-LON .190 X .375 HIGH 3 7070 87070K BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FLUSHBOLT STRY(EPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 956 7958A FRAME HEAD STRIKEPLATE BACKING PLATE SILICONE ` HOT-MELT BUTYL 7 7832X12FPXP #8-32 X .500 PH. FL. MS - S.S. W/SILICONE PATCH STRUCTURAL 8 995 70995 GASKET (BETWEEN THRESHOLD 8 FRAME JAMB) SILICONE 3/16" NOM. 9 998 70996 GASKET (BETWEEN HEAD 8 FRAME JAMB) STRUCTURAL 1/4" NOM. FOAM ' 10 952A 6533018 FILLER HEAD ADAPTER POLYISOBUTYLEN WITH 11 11000 611000M OUTSWING THRESHOLD WITH DESICCANT DESICCANT/ rr �r Rev. Dote: ReNeb„: Drown Dye F 05/05/16 ADDED SPACERS. J ROSOWSKI Rev. Dots: Revision: Drown Dots: 04/04/12 Deeeription. _ PARTS LIST Thee ALUM. FRENCH DOOR & SIDE LITES, IMPACT _ Serien/Yodek Soot: Valet Drawing No. Rea FD-101 NTS 6 OF 10 11005-1 F 12 1670 671870 WSTP, .350 RD FOAM FILL T-SLOT (AMSBU2Y#32011) 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER EXT. GLASS EXT. GLASS 14 11001A 411001A ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) / 16 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 20 915D 60380 FRAME JAMB (OUTSWING) 21 1010 8Q300 WSTP.,QLON .190 X.375 HIGH INT. GLASS INT. GLASS 22 6608 66608M REINFORCEMENT, 1.000 X 2.750 X 0.850, 6061-T5 23 1140 78X112PSAT6 #8 X 1.500 PH SO A T/S SUPER 24 1048 71048 " JAMB SCREW COVER CAP KODISPACE 25 930 41721N STRKE PLATE INSERT 80 61 4SG TPS SPACER® NXTTM 26 1118 7107034PFA #10 X.750 PH. FL. SMS 27 7070 67070K BULB WEATHERSTRP .187 X.300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SCE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X .825 PH. FL. SMS ALUMINUM 34 913A 60378M TRUSS CLAMP REINFORCEMENT 35 1130 BTRODA 5/16-18 THREADED ROD POLYISO- DESICCANT FILL AREA 38 990 7990NUTA 5/16-18 FLANGED HEX NUT 414 BUTYLENE ' 5/16" NOM. 37 914A 60379M WEATHERSTRIP CHANNEL 5/16" NOM. SEAL � i�IIII�� 38 7834FPT #8 X.75 PH. FL. TEK BUTYL & SILICONE SEAL 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STLES) DESICCANT � ROLL -FORMED 41400.. I f� 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL FOAMAir STAINLESS STEEL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 43 11452 76X12FPAW SX.500 PFL BNL EXT. GLASS 43 1212 7P3OGG USMSCT SILL DUST PLUG (INACTIVE PAL) DST EXT. GLASS (� 44 983B 8983 DOOR PANEL ASTRAGAL 1 (OUTSWING) /1P �� 45 9&1B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 60200K WSTP.,Q-LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 a 41708) INT. GLASS INT. GLASS 48 1139 7834F #8 X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. DURASEAL® XL EDGETM 50 6R180FS RUBBER SLEEVE O O 51 930 41721 STRIKE PL. INSERT (INACTIVE PANEL) SPACER SPACER 52 931 7FRSPX DEADBOLT SIRES PLATE 53 1118 710X34PFA #10 X.750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL. SMS 60 920D 6920D SIDELNEHEADER Part# Description Material 61 921D 6921 SIDELITE SILL 1070 TEC N. VENII P.O. NOKOMI I- 82 91613 60381 SIDELITE JAMB 80 Kommeding 4SG IPS Spacer System 83 1155 781 PQA #8 X 1.000 011AD PN. SMS Butyl See this 64 998 7998 HEAD GASKETS (STOCKING #70998) 81 Quanex Super Spacer nXT with Hot Melt Sheet for 65 999 7999 SILL GASKETS (STOCKING #70999) 82 Quanex Duraseal Spacer 66 934A 61841M SIDELITE JAMB ADAPTER Materials 67 #12 X 1.000 SHEET METAL SCREW 83 Cardinal )l,C-•Ige•S pacer • • • • • . 70 712653K SETTING BLOCK, 3/37 X 1/4" X P W/PSA REF ERENCFy EST REPO:ITS: VC-87:7, 8:68:89=0 _ 71 71267K SETTING BLOCK, 1/16" X 1/2" X 1" W/PSA , • • • • • • • • • • • 72 4222A 84222 BEAD, 7/16" • 73 988 6988 BEAD,3/8" •• ••• •• • • • •• 92 9688 64986 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) /, . x 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT G� [-- Q /1--j 95 GLASS, 3/8' LAMI - 1/8' A .90 PVB, 3/18" HS • • • • • • • • • 'rig (Y� .. 96 GLASS, 3/8' LAMI -1/8' HS, .90 PVB, 3/16" HS •- -• _ > • • • • • • • • 97 GLASS, 7/16" LAMI- 3/18' A, .90 PVB, 3/16' HS • • • • • • • • • • .. 98 GLASS, 7/18" LAMI - 3/16' HS, .90 PVB, 3/16" HS • • • • • • • • • • 102 11006A 141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) ITEMS # 17-19, 28, 29, 56-59, 68, 89, 74-79, 84-91 C9 01 AFtitIOT USED /t4D ALLOT PART•C TAIi/,PPROVAL. A. LYNN MILLER, P.E. 103 OFF -THE SHELF DEAD BOLT LOCK P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.626 4.000 1.400 .489 DOOR PANEL TOP & BOTTOM RAIL 6063-T5 3.655 3.111 4.726 4.100 31 Ii .550 .050 14- FILLER HEAD ADAPTER. 6063-T6 3.000 0 FRAME HEAD 6063-T6 .050 .079 1.489 19 I 3.000 OUTSWING THRESHOLD 6063-T6 -1.750y DOOR PANEL SIDE RAIL 6063-T5 6.085 4.726 4.100 jj�1.500 .125 I l fl .750 f j TRUSS CLAMP ►J 6063-T5 5.459 -•� 1.750 -+- DOOR PANEL INTERIOR ASTRAGAL 6063-T5 3.100 J 1.479 I SL HEADER 6063-T6 .075 .050 3/8" GLAZING BEAD 6063-T5 .075 L .750 4.675 -Th 3.100 • • • • • • • • 61 SL •SILL• • • • • 6063-16 • • • • • • • • • • f 1.750 4.726 DOOR PANEL EXTERIOR ASTRAGAL 6063-T5 F�-.525 .050 72 7/16" GLAZING BEAD 6063-T5 5.212 --�{ .830 3.000 r_ 1.480 - •moral .050 20 DOOR FRAME, JAMB 6063-T6 --1.578 -�{ .890 11 .050 3.000 62 O SL JAMB 6063-T6 4.586 •••• • •• •. • • • •• • • • •2.980 • Y•• • 090 • • • • • _ Scc.493• • ADAPTER • 6S63Wf6•••• .050 -_i{f 1.620 .250 37 WEATHER STRIP CHANNEL 6063-T5 2.125 0.375 .125 32 HINGE 6063-T5 IG GLAZING BEAD 6063-T5 504 U U .360 .055 -�{ �---f- OUTSWING THRESHOLD CHANNEL COVER 6063-T6 2.750 1.000 .650� 125] 22 TUBE MULL 6063-T5 PRODVC f REVISED a mwpyi g with Me Flom► Nadia/Seek Accep4►aee No IL -AL 2.5 .j' .. E►p6On aDaie�,p ri l i s +tom 4•r/4-anc+►ira 3 0 as 0 0 o •• o rc 8 co Z 0 A. LYNN MILLER. P.E. P.E.# 58705 Nn Of • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • JAMB ZONE' HEAD ZONE "C"i I SILL I ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD HEAD rZONE1-- ZONE "F"_tZONE 1 SILL I -SILL ZONE I SILL I ZONE ZONE "F" SEE TABLE 7., SHT. 9 E NOTES: 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN. O.C. FOR CONCRETE, 6" MIN. O.C. FQR C)4 SEE€XAMI J g poco AWCHOWYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" M. O.C; •• • • • • • • • HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. • • • • • • • • • • 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON 9-IEET9. • • HEAD HEAD _1 ZONE "D"±ZONE "D" I I SILL ZONE "D" ZONEL'D" SEE TABLE 4., SHT. 9 JAMB ZONE "A" AD HEAD ZONE "E"I m x m Z O Z O — — _ O N N CO CD 44 } SILL I ZONE "E" SEE TABLE 5. SHT. 9 HEAD HEAD I ZONE "D"-1-20NE "F" ZONE } "E^ I [ [ XXO OR OXX 1 [ � SILL SILL �ZONEILL-4 JAMB Z SEE TABLE 7., SHT. 9 JAMB ZONE "B" HEAD HEAD ZONE "D"—t ZONE E"l JAMB ZONE "A" XO OR OX JAMB ZONE "B" I ZONELSILL D" I ZONE "E" SEE TABLE 6 , SHT. 9 HEAD x = MINIMUM JAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. I-Z ENE }—ZONE "F" ZONE "F"—t-ZONE� ANCHORAGE SOLUTIO _x_* SILL 1 ^ZONE-t—� OXXO FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND pp"E" ZONE ANCHORS FROM Li.' "E" 7, SHEET 9. Z PLUS; ._, B. 71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: LAi TOTALS (4) TYPE 1 OR 2 ANCHORS SILL c" I SILL r"-I-ZONE-I SILL I EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. •SLR BLE 7•SIST t • "E" EXAMPLLOF NG/IORA81FaR 71.344x 834/4"'XX' DOOR, WITH l99 x 83.344:SIGF� SIT.(8EgSO4UTIIIVAT RIGHT) • • • • • • • • * = ANCHOR LOCATION FOR • EXAMPLE ABOVE PRODUC f REVISED a+ comply*: =h► Ike Florid* b .d €.d. wceeyuacs No /6 -6 '25. 17 Esping*. Dote (bIlgjil oe.��.aeic.►a�.l Y O 4'O N O •• O A A LYNN MILLER, P.E. P.E.# 58705 O LI O a co co Z 0 CERT. OF AU H. 129296 ••• • • • • ••• • • • • • • • • • . • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 04111 • • • • TABLE 3. X DOORS' TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) TABLE 6.0 SIDE LITE J TABLE 6. XO & OX TABLE 7. OXO, XXO, OXX & OXXO GLASS TYPES A, B, C, D, E GLASS TYPES A, B, C, D, E GLASS TYPES A_, B, C, D, E GLASS TYPES i A, B, C, D, E GLASS TYPES L A,B, C, D, E _ ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2. CONC ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES "X' - 25,50 TO 37.50 O- JAMB"B" 0 • HEAD/SILL "E" X - HEAD/SILL "D" X - JAMB "A" 0- JAMB "B" - 0 - HEAD/SILL "E" X - HEAD/SILL "D" X -JAMB "A" "O" - 10.75 TO 36.75 0- JAMB "B" 0 - HEAD/SILL "E" m m 0 - HEAD/SILL "E` "X' - 25.50 TO 37.50 70C - 47.75 TO 71.75 in co 0 - HEAD/SILL "E" X,XX - HEAD/SILL "F J 0 -JAMB "B" O - HEAD/SILL "E" X,XX - HEAD/SILL "F" 'TOY' - 47.75 TO 71.75 < m XX - HEAD/SILL' D"(USE ALSO WI TABLE 6.) XX - HEAD/SILL "F' -- /USE W I TABLE 7.1 a m XX - HEAD/SILL "MUSE ALSO W/ TABLE 6 ) XX - HEAD/SILL "F" (USE W I TABLE 7.) "X" - 25.50 TO 37.50 X -JAMB "A" X - HEAD/SILL "C" X - HEAD/SILL "F" (USE WI TABLE 7.) X- JAMB"A" X - HEAD/SILL"C" X - HEAD/SILL"F" (USE W / TABLE 7.) SIDE LITE WIDTH x HT. Q o SIDE LITE WIDTH x HT. WIDTH x HT. ¢ o WIDTH x HT. a4 0 0 WIDTH x HT. 25.50 x 79.75 5 2 7 4 2 3 47.75 x 79.75 4 3 6 4 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2. 4 2 •I+SIE•IAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTIT)ES FROM TABLE 4. FOR DOOR WIDTH • • • 4 2 4 2 4 2 4 2 4 2 USE•IAMB ANC•I•I11PROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH 10.75 x 79.75 4 2 r USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 4 2 USE ANCHOR QUANTITIES FROM TABLE 3. OR 4. FOR EACH ZONE OF APPLICABLE DOOR WIDTH 83.75 4 2 4 2 83.75 4 1 4 1 83.75 5 4 7 4 2 3 83.75 5 2 7 4 2 3 87.75 4 2 4 2 87.75 4 1 4 1 87.75 5 4 7 4 2 3 87.75 5 2 7 4 2 3 91.75 4 2 4 2 91.75 4 1 4 1 91.75 5 4 7 4 2 3 91.75 5 2 7 4 2 3 95.75 4 2 4 2 95.75 4 1 4 1 95.75 5 4 7 4 2 3 95.75 6 2 7 4 2 3 12.75 x 79.75 4 2 4 2 27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 83.75 4 2 4 2 83.75 4 2 4 2 83.75 5 4 7 4 2 3 83.75 5 2 7 4 2 3 87.75 4 2 4 2 87.75 4 2 4 2 87.75 5 4 7 4 2 3 87.75 5 2 7 4 2 3 91.75 4 2 4 2 91.75 4 2 4 2 91.75 5 4 7 4 2 3 91.75 6 2 7 4 2 5 95.75 4 2 4 2 95.75 4 2 4 2 95.75 6 4 7 4 3 5 95.75 6 2 7 4 2 5 19.00 x 79.75 4 3 _4 2 29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 83.75 87.75 91.75 95.75 A A A A A W W tJ W W 4 2 4 2 4 2 4 2 4 2 83.75 4 3 4 2, 83.75 4 2 4 2 83.75 5 4 7 4 2 3 83.75 5 2 8 4 2 3 87.75 4 3 4 2 87.75 4 2 4 2 87.75 5 4 7 4 2 3 87.75 6 2 B 4 2 5 91.75 4 3 4 2 91.75 4 2 4 2 91.75 6 4 7 4 3 5 91.75 6 2 B 4 2 5 95.75 4 3 4 2 95.75 6 4 8 4 3 5 95.75 4 2 4 2 95.75 6 2 8 4 2 5 21.75 x 79.75 4 3 4 2 31.50 x 79.75 5 2 B 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 83.75 87.75 91.75 95.75 4 3 4 3 4 3 5 3 5 3 4 2 4 2 4 2 a 2 4 2 83.75 4 3 4 2 83.75 4 2 4 2 83.75 5 5 8 4 2 3 y 83.75 6 2 8 4 2 5 87.75 4 3 4 2 87.75 4 2 4 2 87.75 6 5 8 4 3 5 87.75 6 2 8 4 2 5 91.75 5 3 4 2 91.75 5 2 4 2 91.75 6 5 B 4 3 5 91.75 6 2 8 4 2 5 95.75 5 3 4 2 95.75 5 2 4 2 95.75 6 5 8 4 3 5 95.75 7 2 10 4 2 5 27.75 x 79.75 5 3 -4 2 33.50 x 79.75 6 3 8 4 3 3 63.75 x 79.75 5 5 8 4- 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 83.75 87.75 91.75 95.75 5 3 5 3 5 3 6 3 8 3 4 2 4 2 4 2 4 3 4 3 83.75 5 3 4 2 63.75 5 2 4 2 83.75 6 5 8 4 3 5 . 83.75 6 3 8 4 3 5 87.75 5 3 4 2 67.75 5 2 4 2 87.75 6 5 8 4 3 5 87.75 6 3 8 4 3 5 91.75 6 3 4 3 91.75 6 2 4 2 91.75 6 5 8 4 3 5 91.75 7 3 10 4 3 5 95.75 6 3 4 3 95.75 6 2 4 2 95.75 7 6 10 4 3 5 ..95.75 7 3 10 4 3 5 36.13 x 79.75 6 4 4 3 35.50 x 79.75 6 3 8 4 3 5 67.75 x 79.75 6 5 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.75 23.75 •87.75 •$1.75 -�5t/5l 6 4 J,,,% 75. i 4¢ y1 4 3 3 ha P mi� El t •• 1175 6 4 4 3 83.75 6 3 4 3 83.75 6 5 8 4 3 5 - 83.75 6 3 8 4 3 5 • • • 87.75 7 5 4 3 87.75 7 3 4 3 87.75 6 5 8 4 3 5 87.75 6 3 8 4 3 5 :. 7, • *1.75 7 5 4 3 91.75 7 3 4 3 91.75 7 6 10 4 3 5 91.75 7 3 10 4 3 5 :•_ •,pg..75 7 5 4 3 95.75 7 3 4 3 95.75 7 6 10 4 3 5 95.75 7 3 10 4 3 5 36.75 x 79.75 6 4 4 3 36.75 x 79.75 6 4 LI 3 37.50 x 79.75 6 3 8 4 3 5 71.75 x 79.75 6 5 6 4 3 5 36.75 x 79.75 6 3 4 3. 83.75 6 4 4 3 83.75 6 4 4 3 4 83.75- 6 3 4 3 83.75 6 5 9 4 3 83.75 6 3 8 4 3 5 • 87.7.5 7 5 4 3 87.75 7 3 4 3 •87a •91.716 • 95.7i j 5 7 5 7 5e 4 Ft fl 3 11 87.75 6 5 9 4 3 5 87.75 7 3 10 4 3 5 6• 9175 ••7 5 4 3 91.75 7 3 4 3 91.75 7 6 10 4 3 5 91.75 7 3 10 4 3 5 • • 9675.7 5 4 3 95.75 7 3 4 3 95.75 7 6 10 4 3 5 95.75 7 3 10 4 3 5 • • • • • • • • APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. PRODUC f REVISED as casplyiag whi the north. boding Cede EiplrrM M ite /e �� I 0 B 8 0 d U) LL I- LL 0 G7 ces LY 0 0 0 S 0 Z LL LL IQ A. LYNN MILLER. P E. P.E.# 58705 1LL z i0 F� A O U. CD gZ O O m N • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • 2X WOOD BUCK, NOTE 2 1 3/8" MIN. EXT. 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 0R 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM j MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT 1X WOOD BUCK, NOTE2 DOOR JAMB (WOOD) EXT. �1 3/4" , 1 3/4" MIN E.D. I MIN E.D. EXT. 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1 /4" MAX. SHIM —�I 1 1/4" TYPE 1 OR 2 (CMU) 13/8"TYPE 1 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 1 3/4" TYPE 2 (CONC) 2X WOOD BUCK NOTE 2 EXT. 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8" MIN. 1 3/4" IAIN- E,Q,_ , 1 3/4" MIN. E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2 1 /4" MAX. SHIM CONC. ANCHOR, NOTE 1 .,-, J f ' °1 3/4" MIN. E.D. i .� uu�mwnunii'___t : .4 Ili ill/uun..... 1 3/4" MIN. E.D. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. DOOR JAMB (CONC) — WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. EXT. SHIM 3/8" MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) 1 3/4" IN. E.D. DOOR SILL (CONC) CONC. ANCHOR, NOTE 1 1/4" MAX. SHIM 2X WOOD BUCK, NOTE 2 EXT. 1 3/8" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1/4" MAX. SHIM Mid 1X WOOD BUCK, NOTE 2 T 1 3/4" MIN. E.D. SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) EXT. 1 3/8" TYPE 1 1 3/4" TYPE 2 3.4 KSI MIN. CONC. f 2X WOOD BUCK, NOTE 2 WOOD ANCHOR TYPE 2 OR 3, NOTE 1 J SIDE LITE SILL (WOOD) 1X WOOD BUCK NOTE 2 1/4" MAX. SHIM 1 3/8" MIN. 3.4 KSI MIN. CONC. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3/4" --.y MIN. E.D. 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1.5 KSI MIN. CMU OR 3.4 KSI MIN: CONC. 1 3/4" MIN. E.D. CONC. ANCHOR, 1/4" MAX. SHIM 1 3/8" TYPE 1 3/4" TYPE 2 SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELGf 'A4"motstMgEQpE:1 t8.04. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE Mel 311". FOM WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). • •• • • • • ••• • 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS IY9TALIAEOOIRECAY TO SOSIDCONORETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE•�BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TI NSF T2 SHE. R L045. ) SUBS1'? TE l%•SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED B1611-IE AUGHORITYiHAi1INS JURISDICTION. • • • • • • • • • • • • • • • • • • • • ••• • • • • • PRODUC.f REVISED Coaplyl•g »i10 Ife Flma, IwMin=FaM Acrepban No 16-a L2/•1� f 6E,,apWMi!T r DInLc bI i� �1 IKfiie cd 0 �O 1 1 8 rc U o_ 2 In w 1_ J w 0 D_ 0 0 0 2 U z w cc U_ 8< u_ i 0 0 O u_ 0 O .F- Z Ji O A. LYNN MILLER, P.E. P.E.# 58705 m N � ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW AND DOOR INFORMATION SHEET JOB# 10168419 Name TRAWICK Opening Location No Location Corner Zone or PRODUCT ACCEPTANCE NUMBER Style APPROVAL APPROVED PRESSURE REQUIRED OPENING DESIGN PRESSURE Window Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED (+) PSF (-) PSF (+) PSF (-) PSF Wdth IN Height IN 1 4 16-0629.17 GD 75 75 42.6 46.2 34.5 81 N/A NO 2 4 16-0629.17 GD 75 75 42.6 46.2 33 81 N/A NO 3 4 16-0629.17 GD 75 75 42.6 46.2 32.88 81.88 N/A NO 4 4 16-0629.17 GD 75 75 42.6 46.2 31 78.88 N/A NO 5 4 16-0629.17 PDS 75 75 42.6 46.2 36 79.5 N/A NO 6 4 16-0629.17 GD-2PNL 75 75 42.6 46.2 70.5 79.5 N/A NO 7 4 16-0629.17 PDS 75 75 42.6 46.2 36 79.5 N/A NO IPNL/3PNL= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN=AWNING .. ... • • • • • • . • .. ••• •• • ... - • . • • • • .. ... • • • • •. • . • . . . . • ... • • • • . . . . .. • . . • . • • • •• • . . • • .• . • . . • • • ... . • • . • • ... . , • . . , , • • . . ... • • • • • I. •• •• ' •• • • .•. . • • .• .. • • 1 OF 1 . 533 SE 92 St. Miami Shores, FL 35' 0" Dining Room First Floor Family Room Entry Door N/A p 4 \5' 0" M....1_......7' 0" 5 3 •• ••• • •• • • • •• • • • ••• • • •• ••• •• • • • •• • •.• • ••• • • • • • • • • • • ••••• • • • • • • • • • • • •• • • • • • • • • • ••• 16' 0" • • • • • • • •• •• • • ••• • • • • co • • • • • • • • • • • • • • •• •• 9' 4" 16' 0"_......... FLORIDA BUILDING CODE 2014 - 5th Ed. - 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 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope than greater 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 34.6 .37.5 46.1 37.8 41.0 50.6 16-20 36.8 39.8 49.0 40.2 43.6 53.8 21-30 40.0 43.4 53.4 43.7 47.4 58.6 31-40 42.5 46.1 56.7 46.5 50.4 62.2 41-50 44.6 48.3 59.4 48.7 52.8- 65.2 51-60 46.3 50.2 61.8 50.6 54.9 67.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope than greater 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 16-20 39.0 42.2 51.9 42.6 46.2 57.0 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 51.6 56.0 69.1 51-60 49.1 53.2 65.4 53.6 58.2 71.8 LOCATION EXAMPLE MIAMI-DADE COUNTY WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 51.8 56.1 69.0 56.6 '61.3 75.7 51-60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF •.•• 175 MPH VELOCITY - EYPOSRE D , • • Building Height Roof Slope less than 10 degrees IZoprS:ope greQte: • thgrt +0 degrees •' Positive Negative PSSiTib2' Negative z4 & z5 z4 z5 z•4 &'!• .g$.¢.. z4 : 52.8 4 ••757. 65.I 1.4 0-15 44.5 48.2 59.3 16-20 46.8 50.7 62.4 ..5i.,1.' 55.4 M168.r 21-30 50.2 54.4 66.9 •544. 59.4 31-40 52.8 57.2 70.4 :5776: 62.5. 77.1 41-50 54.9 59.4 73.1 • 60.0 65.0: • 8t2• 51-60 56.6 61.3 75.5 «.9 • 67.1..132.9. LOCATION EXAMPLE •• MIAMI-DADE COUNTY GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS, WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. i 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 <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is greater. Based on the FBC- 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 30', open country and grasslands. Exposure C will apply when exposure D and B do not 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 ft or 20 times the building height, whichever is greater t. 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 10- D REOCT ONAL TY FACTOR Kd 1 .85 (Wind Directionality Factor) ♦♦1♦♦♦A'�♦,I'DE ,�'t� �� 11- TRIBUTARY AREA: 10 SQF9- TOP,Q i- \t�' iC+FACTOR Kzt= - (FLAT TERRAIN) //� 12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the *+ i" Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. ♦♦♦ �.} •,. ` C E ♦" $ ENGCO,Inc. Engineering Services - CA 8116 1791 Blount Road - unit 907 Pompano Beach - Florida 33069 Tel: (754) 307-1319 Fax: (754) 205-6846 E-mail: Engco©AOL.com No. 5260 * * STATE OF 1ONAL UG07 2011 a<=BWx0.1 ora<=hx0.4 BW less or equal than BL a must not be less than a = 3 feet or a= 0.04 x BW DATE: 07/21/2017 PEDRO DE FIGUEIREDO - PE 52609 NOT VALID W/OUT SEAL Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-8-17-2135 Permt Permit Type: WindowslShutters Itm Classification:: Window/Door Replacem Permit Status: APPROVED Issue Da 8/24/2017 Expiration: 02/20/2018 Parcel Number Applicant 533 NE 92 Street Miami Shores, FL 1132060141140 Block: Lot: DARYL TRAWICK Owner Information Address Phone Cell DARYL TRAWICK 533 N. E. 92 ST. Contractor(s) THE HOME DEPOT USA INC Phone (954)336-0881 Cell Phone Valuation: Total Sq Feet: $ 27,339.70 541 Type of Work: SHUTTER INSTALLATION 1 ALUMINUM PAN No of Openings: 16 Additional Info: SHUTTER INSTALLATION 1 ALUMINUM PAN Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $16.80 $3.90 $3.90 $5.60 $260.00 $9.00 $22.40 $321.60 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-8-17-64971 08/24/2017 Check #: 14023 $ 321.60 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 st Authorized Signature: Owner / Applicant / Contractor // Agen August 24, 2017 Date Building Department Copy August 24, 2017 1 � (/ ( 1p 0' j' I "' / ` LI/ jt n 1 VN„tkr,i _ Miami Shores Village Building Departthent 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING P . ' MIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL OPUBLIC WORKS JOB ADDRESS: 5", 3 p-t/ 5 2 RECEIVED �AUG2nta 2017 FBC 20M Master Permit No. NE Sub Permit No. REVISION EXTENSION CHANGE OF CANCELLATION CONTRACTOR RENEWAL SHOP DRAWINGS City: I Miami Shores t Folio/Parcel#: ! EJ C `L1 I ND County: Miami Dade zip: 3 31,8 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Address: 533 ,Ve * 4 J City: Pida7W 5 -1- -' Tenant/Lessee Name: Email: ��✓iGl< Phone#: ,3O - 74s7-•,387LS State: /i�/2,�i�L Zip: 3 3/,-"? Phone#: 1 CONTRACTOR: Company Name: Tf e.' o ,�`^i� .Addi=es`s: '1ISS PQCe ` C�' go ``; •i.7 l VI) City: `State: Qualifier Name: \ QSWI \SUCCisir. State Certification or Registration #:C.6C IIS I4 g G' DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ Phone#: qCU `��Q�`O ° 3C339 ~'- GA- Zip::O�I3�31 j Phonem "vl9 �,3.19 DN ( Certificate of Competency #:-'•,.:yr1`.'; 11.01 001•:t,L i Phone#: rib Type of Work: ❑ Addition ❑ Alteration Description of Work: Geti1Vt' - l iVSt"P►14.-4•Tor4 'DOD e- f?-0E9l-A T -1•-r o City: it' r. j , ' State: Square/Linear Footage of Work: �✓' `'t Zip: ❑ Nevi'"„ F I Repair/Replacer ❑ Demolition Specify color of color thru tile: 3 a. .4.70,1141/I FI R A i_;'•� qI • Submittal Fee $ Permit Fee $ZrOC) $31CCF $ CO/CC $ t_ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ 1 �Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 321 • ,O (Revised02/24/2014) {IM1V "7CI Bonding Company's,Name (if applicable) IJ� 0431 {V hilt' Bonding Company's Address City I- State�A Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address r . r City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued..ln the absence of such posted notice, the inspection will not be appred and a reinspection fee will be charged. SignaturcX OWNER or AGENT The foregoing instru ent was acknowledged before me this �� day of flak , 20 17 , by Pc, ry c. 1 � ,‘_, kck �y, who is personally known to me or who has produced t.., wj evs 1.2c identification and ..!`•]• id take an oath. NOTARY PUB Sign: Prin S-•I: as fbL 7 '20 • I(Ss9. 326 • O. eve 9f2020 G�lif' ,¢ . ;c.✓,a ez LUIS A FERNANDEZ MY COMMISSION#FF146335 EXPIRES August 5, 2018 (407) 358-0153 Flot' • allot. ryService.com APPROVED BY A TOR The foregoing instrument was acknowledged before me this 04 day of Abu lAs 4". , 20 Lam- , by k awn to me or who has proced as identification and w NOTARY PUBLIC: Sign: Print: Seal: ************************* Plans Examiner Structural Review did take an oath. MARIUSKA MORALES Notary Pub!!c —State of Florida ° Commission # FF 220108 My Comm. Expires Apr 13, 2019 iF OF F��`� h� ,��h ,I tp�y p5 *##itM•R� 1�*# t*'I# ARINI Y�*a`# n Zoning Clerk (Revised02/24/2014) I "4 6/2k017 Miami -Dade Official Records - Print Document • sr SEC ! 8634 rt2845 THIS DOCUMENT PREPARED AND RETURN TO: Lynn D. Solomon, Esq Simmons & Clyne, P.A. 145 N.W. Centrui Park Plaza, Suite 200 Port St. Lucie', FL 34986 Courthouse Annex Box 9 PARCEL LD. NO.: '11-32064141:140 99R288069 1999 JUN 03 11 37 DOCSTPOE'E• 1400.00'SURTX 0.00 HARVEY RWINe CLERK DADE COUNTY, FL This Warranty heeds Made this 20th day of May, '1999 , by Easy Homes, Inc., a Florida Corporation, hereinafter called the Grantor, to Daryl' Trawick and Charlotte A:. Trawick, husbandand wife„whose post office "address is:'533 NE 92' Street, Miami Shores, FL 33138, hereinafter called the Grantee; (Whate%r rind herrfn the semis `Crmbo►' and"Gra uer'rsctldr all theparrtes is Mit Immanent aciddleheln, legal r risema maws and assigns of indM als. and the successors and asslpns of corporations.) Witnessethr That the Grantor, for and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells,. aliens, remises, releases, conveys and confirms unto the Grantee, all that certainland situate in Miami -Dade County, Florida, viz: Lots 13' and 14, Block 57, of MIAMI SHORES, SECTION TWO, according • to the Plat thereof, recorded in Plat Book 10, at Page 37, of the Public Records of Miami -Dade County, Florida. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining: To Have and t0 Hold, the same in fee simple forever. • And the Grantor hereby eovenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the:lawilil claims of all persons whamsoeVer; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 1998. Subject To restrictions, reservations, limitations and easements of ,record, if any this reference to said restrictions shall not operate to reimpose the same; and zoning ordinances affecting said property. And the Grantor hereby represents and warrants this is not the sole asset of the Corporation and Shareholder approval is not required. t lam https://www2. miami-dadeclerk.com/officialrecords/PrintDocument.aspx?QS=YaoUfOzxry35G%2fH%2f6ylY6wg%2br%2fFRaBYrNgTB3Unt3cAZJK%2f... 1/2 6/2?/2017 Miami -Dade Official Records - Print Document , REt 1 UU 1 2846 In WitnessWhereof,' the Grantor has signed and sealed these presents the day and: year first above written. Signed, sealed and delivered in our presence: 'Wi eX gpaler Mc art ies Printed Name Witness nri & /On, On Printed Name Easy Hom:, . /Floda Corporation By: .®ili' ./ Luis M. I' ! "Apr , esident. Easy Homes. inc., 6073 N.W. 1 7th, Street, Suite :C7 Miami, FL 13015 STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was aclmowledged before me on May Fernandez, as President of Easy Homes, inawn tome or .() who has produced did not take an oath. 012\wairanty deed trawick Amommworwimmummom Atecoovalmo embeavoloreouff https://www2.miami-dadeclerk.com/officialrecords/PrintDocument.aspx?QS=YaoUfOzxry35G%2fH%2f6ylY6wg%2br%2fFRaBYrNgTB3U nt3cAZJ K%2f... 2/2