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REV-17-2937
BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECPTVED N 3 0 2017 BY: (tea FBC 20 N Master Permit No. WS-9-17-2337 Sub Permit No. �� ` 283'R ❑BUILDING 0 ELECTRIC ❑ ROOFING ❑■ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 810 NE 100 Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:1132060340060 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Daniel & Joshephine Robbin Address: 810 NE 100 Street Phone#: 305-299-8141 City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Atlantic Shutters, Inc. Phone#: 305-945-7277 Address: 1970 NE 153 Street #7 City: North Miami Beach State: Florida Zip: 33162 Qualifier Name: Kevin Kennedy Phone#: State Certification or Registration #: CBC1251102 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ (� Square/Linear Footage of Work: .) Type of Work: ❑ Addition . Alteration n New ❑ Repair/Replace ❑ Demolition Description of work: Switch 1 opening from accordian shutter to manual roll up shutter Specify color of color thru tile: Submittal Fee $ jef Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) CONTRACTOR Sign: jW Sign: CN a ea/ - Print: 11.9-toi-%-tikS k-; Print: (At, IA'M A- A L:. Seal: =° "'' �`JiLLIAMA. BELSKIS Seal: i . MYCOMMISSION #GG031359 ,,;!;p3t EXPIRES: 0ctober29, 2020 Bonded T Peru Nola Public Underwriters APPROVED BY Plans Examiner Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be • : • ved and einspection fee will be charged. Signatur OWNER or AGENT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1 Q day of 110 vaIkb or- , 20 � , by �(4 day of O IA�i'N 6 z-'� , 20 Z , by 1 � 100.4t� %oblf); (� , who is personally known to K0.01 n I AOAA{ , who is personally know.p to me or who has produced F(71.. as me or who has produced as Signature identification and who did take an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: -s ,' WILLIAMA. BELSKIS MY COMMISSION # GG 031359 EXPIRES: October 29, 2020 '•,. Bonded Thru Notary Public Underwriters Zoning (Revised02/24/2014) Structural Review Clerk Robbin Residence 810 NE 100 Street Miami Shores, FL. 33138 Mean Roof 20' Peak Roof 22' Pos 44.8 Neg -60.0 143"x81" 2 80" • • • • • • •• • • • • • • • • • • • .... • • • • • • • • •• •• • • .••• • • • • ••• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • •• • • S w- i ,i� -o '\ok Lke s kuAtc RECEIVED NOV302017 x FD x x x x Sihores~bili�.c;e w SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS d BY APPROVED ZONING DEPT BLDG DEPT • • • • • •• • • • ••.•.• • • •..••• • • • • • • • •.•• • • • • • • •••••• • • •• . • •••••• • • • • • • • • • • •• • SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM DATE: MR. BUILDING OFFICIAL: GENTLEMEN: • • • • • •• •• •••• • • •••• • • • •.•••• • ••• • WE ARE THE DADE COUNTY NOTICE OF ACCEPTANCE HOLDER FOR THE 40MM SLAT ROLL UP SHUTTER UNDER ACCEPTANCE NO. 15-0528.10 THIS LETTER IS TO AUTHORIZE 14\av\4, c- S (qv-r-S t ... TO USE OUR 40MM SLAT ROLL -UP SHUTTERS, APPROVED UNDER ACCEPTANCE NO. 15-0528.10 TO BE USED AT THE FOLLOWING JOB: Job Name : oSo ID Address : ?\ c R, 100 Sc City: (In iA-nn, . ora-j 1 %L 33 I3 Number of Shutters: JOSE A. DELGADO, PRESIDENT (COORPORATE •yam QUIRED) • • • • • • • •••••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Rolling Shield, Inc. 9875 N.W. 79t Avenue Hialeah Gardens, FL 33016 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 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 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: Series Extruded Aluminum 40mm Slat Roll —Up Shutters — L.M.I. APPROVAL DOCUMENT: Drawing No. 15-128, titled "40mm Slat Roll —Up Shutter", prepared by Tilteco Inc., dated 05/13/15, sheets 1 through 16 of 16 including 1A, 3A, 5A, 5B & 14A, 1astrevision 41 dated 05/13/15, signed and sealed by Walter A. Tillit Jr., 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 section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1. Roll -up Mechanism is Not part of this approval and must be certified by independent testing agency. 2. Minimum separation from interior storm bar to existing glass shall be as shown on sheet 12 of 16. 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 revises NOA # 14-0306.08 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. .• • • . • •. . • 11IAMI',Iint•COUNTY• • • • PROD$�T CONTROL SECTION • • •l.I$45 SW 26 Street, Room 2a1� •• • Miami, F?ujj‘la f I75-24,7a... T (78 j 315-2590 1 7$4) 315-25h :.. • •iikipaniamid.aisealieconollkl • •; • • . . . • • • • • . • •.• • • MIAMI•DADE COUNTY APPROVED /44 /(1/ 05A 0-0/ • ..• • •• NOA No. 15-0528.10 Expiration Date: 06/07/2019 Approval Date: 05/26/2016 Page 1 • Rolling Shield, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. s Drawing No 09-039, titled "40mm Slat Roll —Up Shutter", prepared by Tilteco Inc., dated 06/01/09, sheets 1 through 16 of 16 including 1A, 3A, 5A, 5B & 14A, with revision "1" dated 04/03/09, signed and sealed by Walter A. Tillit Jr., P. E. B. TESTS 1. Test report on:1) Uniform Static Air Pressure Test per PA 202, 2) Large Missile Impact Test per PA 201 • • 3) Cyclic Wind Pressure Test per PA 203 • • • • ••. • along with marked —up drawings and installation diagram of .Ssr.ies Cl f41 of • Aluminum Roll —Up Shutters, prepared by Fenestration TestingEaboratory, Inc., hest..: Reports No.'s FTL 2485 dated 01/12/2000 and FTL3013,d'dteelMarch•13�,1001, .• • signed and sealed by A. P. Gonzalez, P. E. • • • • • • • • (Submitted under previous Association NOA # 03-0458).. • .. • • .... • 2. Test report on: 1) Large Missile Impact Test per PA 201, • • • along with marked —up drawings and installation diagram of Alutninurir.Stsm Bai', • • prepared by Fenestration Testing Laboratory, Inc., Report$lo; s 'TL ..2637, 2639i 2640, 2641 and 2642, all dated 07/25/2000, signed and sealed by A. P. Gttialez, P. E. (Submitted under previous Association NOA # 03-0458) 3. Test report on:1) Simple Loading Test, per FBC along with marked —up drawings and installation of Aluminum Storm Bar, prepared by Fenestration Testing Laboratory, Inc., Report No, FTL 3013, dated 03/13/2001, signed and sealed by A. Acevedo, P. E. (Submitted under previous Association NOA # 03-0458) 4. Test report on:1) Impact Test, per FBC, ASTM D 256, 2) Flexural Test, per FBC, ASTM D790 3) Tensile Property Tests, per FBC, ASTM D638 along with marked —up drawings and installation of plastic sample, prepared by Certified Testing Laboratories, Inc., Report No. CTL 0410G, dated 04/09/2001 signed and sealed by Ramesh Patel, P. E. (Submitted under previous Association NOA # 03-0458) C. CALCULATIONS 1. Comparative analysis for slats; storm bars, headers, tracks, mullions and anchors, using rational analysis dated 04/23/09, pages 1 through 201 of 201, prepared by Tilteco, Inc. signed and sealed by Walter A. Tillit Jr., P. E. (Submitted under Association NOA # 09-0613) my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 15-0528.10 Expiration Date: 06/07/2019 Approval Date: 05/26/2016 E -1 Rolling Shield Parts, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement Letter of product compliance to FBC and "No financial interest" dated April 09, 2007, signed and sealed by Walter A. Tillit Jr., P. E. (Submitted under Association NOA # 09-0613) • • •• • •. . 2. Laboratory compliance letter for Test Report No. FTL. 2637,2639, 264 /1,7641 and. 2642, issued by Fenestration Testing Laboratory, Inc., dated•1425, 2000, Signed 441..,: sealed by A. P. Gonzalez, P. E. . • • •', •' • : ' • .... •... (Submitted under previous Association NOA # 03-0458) •,•• • 3. Laboratory compliance letter for Test Report No. FTL 3013, igwed by Fenestration. Testing Laboratory, Inc., dated March 13, 2001, signed and waked by A. Acevedo, P. • • E. •' • • (Submitted under previous Association NOA # 03-0458) : • ' • 4. Laboratory compliance letter for Test Report No. CTL 0410G, issued by Ct4tIfied Testing Laboratories, Inc., dated April 09, 2001, signed and sealed by Ramesh Patel, P. E. (Submitted under previous Association NOA # 03-0458) • G. OTHERS 1. Notice of Acceptance No. 05-0929.04, issued to Rolling Shield, Inc. for their Series "Extruded Aluminum 40mm Slat Roll —Up Shutters", approved on 05/07/07 and expiring on 06/07/09. 2. This NOA is approved as a Member of the National Shutter Association, Inc. (Submitted under Association NOA # 09-0613) 3. Release letter issued by National Shutter Association, Inc on 06/29/09 for "40mrn Rolling Shield Shutters, signed by Sam Downs, Association President. 4. Acknowledgement letter issued by Rolling Shield, Inc. on 06/29/09, signed by Jose A. Delgado, President of Rolling Shield, Inc. 5. Acceptance letter issued to Rolling Shield, Inc. on 07/01/09, signed by Jose A. Delgado, President of Rolling Shield, Inc. and signed by Rolf— Christian Friedrich, Miami —Dade County BCCO — Product Control Engineer 1. HElnfy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 15-0528.10 Expiration Date: 06/07/2019 Approval Date: 05/26/2016 • E -2 Rolling Shield, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0612.21 A. DRAWINGS 1. Drawing No. 12-042, titled "40mm Slat Roll —Up Shutter ", prepared by Tilteco Inc., dated 06/01/12, sheets 1 through 16 of 16 including 1A, 3A, 5A, 5B & 14A, last revision #1 dated 06/01/12, signed and sealed by Walter A. Tillit Jr., P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. • • • '•• . • . D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Ecomes ic.Resources. E. MATERIAL CERTIFICATIONS 1. None. • • • • • . . . • . .... • .... . . .., •. .... .... • . . F. STATEMENTS• 1. Statement Letter ofproduct compliance to FBC 2010 dated June di, 20.J2,... gined sealed by Walter A. Tillit Jr., P. E. . . . .. • ... • .. G. OTHERS 1. A closing letter of National Shutter Association File # 09-0611 and transfer all products previously approved under that association to Rolling Shield Parts, Inc., dated June 01, 2012, signed by Mr. Jose Delgado. 2. Sales Agreement between National Shutter Association, Inc. (Association) and Rolling Shield Parts, Inc. (Company) on May 31, 2012. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0306.08 A. DRAWINGS 1. Drawing No. 19-014, titled "40mm Slat Roll —Up Shutter", prepared by Tilteco Inc., dated 03/03/14, sheets 1 through 16 of 16 including 1A, 3A, 5A, 5B & 14A, last revision #1 dated 03/03/14, signed and sealed by Walter A. Tillit Jr., 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. y A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 15-0528.10 Expiration Date: 06/07/2019 Approval Date: 05/26/2016 E -3 Rolling Shield, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15 128„titled "40mm Slat Roll —Up Shutter", prepared by Tilteco Inc., dated 05/13/15, sheets 1 through 16 of 16 including 1A, 3A, 5A, 5B & 14A, last revision #1 dated 05/13/15, signed and sealed by Walter A. Tillit Jr., P.E, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE • • • •• •• • • • • • • • • • • •••. • 1. By Miami -Dade County Department of Regulatory and Ecbmotnic Resdumces: • • E. MATERIAL CERTIFICATIONS • • • • • • • • . 1. None. F. STATEMENTS . • • • • • • . • ••• •• . ••l • • • 1. Statement Letter of product compliance to FBC 2014 dated May 13, 2015,•s'rgned and sealed by Walter A. Tillit Jr., P. E. Hy A. Makar, P.E.; M.S. Product Control Section Supervisor NOA No. 15-0528.10 Expiration Date: 06/07/2019 Approval Date: 05/26/2016 E -4 GENERAL NOTES: 1. ROLL -UP SHUTTER SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE. THIS ROLL -UP SHUTTER MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE/BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE. USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4, 5. 5A, 5B & 10 THRU 16. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4, 5, 5A, 5B & 10 THRU 16. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.A.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS PIOT USED IN THEIR ANALYSIS. FASTENERS SPACING INTO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2012. ROLL -UP SHUTTER'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1828 OF THE ABOVE MENTIONED CODE AS PER TAS-201, 202 & 203 PROTOCOLS, AS PER FENESTRATION TESTING LAB. REPORTS # 2485, 2640, 2641, 2642, 2637, 2736, 2737 & 3013. 2. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY & TEMPER (UNLESS OTHERWISE NOTED). 3. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. ALL TEK SCREWS SHALL BE AS MANUFACTURED BY ITW BUILDEX, INC. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 4. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 5. STORM BARS AT FLOOR AND CEILING MOUNTING INSTALLATIONS MAY BE REMOVABLE AT NON HURRICANE CONDITIONS. HOWEVER, EACH STORM BAR SHALL BEAR A PERMANENT LABEL IN A VISIBLE PLACE WITH A WARNING NOTE INSTRUCTING THE TENANT OR OWNER THAT STORM BARS MUST BE INSTALLED WITH CORRESPONDING HARDWARE DURING PERIODS OF HURRICANE WARNING AND THAT ROLL UP SHUTTERS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL STORM BAR ARE INSTALLED AS DIRECTED. 6. REMOVABLE STORM BARS SHALL BE STORED IN A CONSPICUOUS PLACE WITH EASY AND IMMEDIATE ACCESS SO THAT THEY CAN BE REACHED AND INSTALLED ANY TIME (HURRICANE CONDITIONS OR NOT) SLATS ARE ROLLED DOWN. THE EFFECT OF THE SLATS ROLLED DOWN WITHOUT STORM BARS IS; THOSE SLATS WILL SLIP OUT OF TRACK DUE TO THE DEFLECTION CAUSED BY WIND FORCES. WHEN REMOVING STORM BARS, ONE STORM BAR SHALL ALWAYS BE LEFT INSTALLED (SHALL NOT BE REMOVED). THIS CONDITION IS ONLY REQUIRED FOR HEADER SPANS EQUAL OR GREATER THAN 12'-0". 7. ANCHORS TO WALL FOR SIDE RAILS & BOX CONNECTION SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): (A) TO EXISTING POURED CONCRETE (Min. f'c=3192 psi): - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY ITW BUILDEX, INC. USE 3" MIN. EDGE DISTANCE. (B) NOTES: A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE IS 1 3/4". NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A.2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1 ABOVE. TO EXISTING CONCRETE BLOCK WALL (ASTM C-90): - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY ITW BUILDEX, INC. USE 3" MIN. EDGE DISTANCE. NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE 1 1/4". (e) B.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, 16 ANCHORS ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. `'11{ t� TILL". ANCHORAGE SHALL BE AS INDICATED ON NOTE B.1 ABOVE. (C) TO EXISTING WOOD FRAME BUILDING: SOUTHERN PINE #2 W/ G=0.55 MIN. %�,,'�t' •••YGE�V�•'•��� - 1/4'0 LAG SCREWS PER N.D.S. `% = No.44167 el I NOTES: • .,k C.1) MINIMUM THREADED PENETRATION OF LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 .1/2" NO THREADED PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED : 'a : STATE OF THREADED PENETRATION. 'Q . /�j' c3 C.2) MINIMUM EDGE DISTANCE OF LAG SCREWS INTO WOOD SHALL BE AS INDICATED ON SHEET 11. �/� ••"••: ORION/ •',� ��� /l� C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS. VENEER OR PAVERS BE "•���S,r j AL't3'• FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN um SUBSTRATE BEHIND SUCH PANELS. MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON •��••004.fire/if'�f NOTE C.1 ABOVE. 8. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS 9. ANCHORS REQUIRED FOR STORM BARS, HEADER & MULLIONS CONNECTIONS TO CONCRETE (MIN. ON APPLICABLE SECTIONS SHOWN ON SHEETS 5, 5A, 56. 6, 7, 8 & 10 OF 16 RESPECTIVELY. - CALK-IN ANCHORS TO BE AS MANUFACTURED BY POWERS FASTENERS. INC. -TAPCON ANCHORS AS MANUFACTURED BY ITW BUILDEX, INC. - KWIK BOLT TZ EXPANSION ANCHORS AS MANUFACTURED BY HILT1, INC. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED SHEET. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. MINIMUM EMBEDMENT POURED CONCRETE CONCRETE BLOCK 3/4" (Min. f'c=3192 psi) 1/4' (ASTM C-90) 7/8" (Min. f'e=3000 psi) 1 1/4" (Min. f'c=3000 psi) 5" 6' 1 1/2" (Min. f'c=3000 psi) 3 3/4" 4 1/2" 1 3/4" (Min. f'c=3000 psi) 2 1/4" (ASTM C-90, GROUT FILLED) 6" 4 3/6" 2' (Min. f'c=3000 psi) • 9 3/4" 6' 3 1/4" (Min. f'c=3000 psi) - • •• • •• • OF THE ANCHOR'S MANUFACTURER. ANCHOR -1/4'0 TAPCON - 1/4'0 TAPCON -1/4'0 CALK -IN -3/6"0 CALK -IN -1 /2"0 CALK-IN -5/16'0 TAPCON XL -3/8"0 KWIK BOLT TZ - 1/2"0 KWIK BOLT TZ 10. POLYETHYLENE BLOCKS USED SPECIFICATIONS: ASTM DESIGNATION D256 D638 D790 SPACING 3' (TO CONC.) 4' (TO BLOCK) 2 1/2" 3 3/4" EDGE DISTANCE 3' (TO CONC.) 2" (TO BLOCK) 3" 4 1/2" 1 f'c=3000 PSI) SHALL BE AS SPECIFIED BELOW OR AT ABOVE MENTIONED AT SPRING LOADED SYSTEM FOR REMOVABLE STORM BARS SHALL COMPLY WITH THE FOLLWOII • PROPERTIES VALUE IMPACT RESISTANCE 7.95 FT-Lb/In (AVERAGE) TENSILE CAPACITY 4243 psi (AVERAGE) FLEXURAL CAPACITY 1012 psi (AVERAGE) • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • •• •• • • • • 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 'TO; BE . ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILD1N69 • • • • 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH TI-f . BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 13. SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAIL APPROXIMATELY 4" ABOVE THE BOTTOM OF SUCH RAIL. LABEL SHALL READ AS FOLLOWS: ROLLINGSHIELD, INC. HIALEAH GARDENS. FL MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. 14. ROLL -UP MECHANISM NOT PART OF THIS APPROVAL. 15. ROLL -UP SHUTTER INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 16. (o) THIS P.A.D. 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 P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID 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 P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 0 2015 71LTECO INC. / IL ECO INC . TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361h St, St.. 305, mom CAROO6, FL 33166 Phone : (305)871-1530 . Fox ; (305)671--1531 e-moil: tilteco®ool.com EB-0006719 WALTER a TILLIT Jr. P.E. FLORIDA Uc. 1 49167 • • • • • • •• Florida Building Code (High Velocity Hurricane Zone) 40mm SLAT ROLL -UP SHUTTER DRAWN BY: F.R.L. ROLLINGSHIELD, INC. 9875 N.W. 79fh AVE. HIALEAH GARDENS, FL. 33016 Phan* : (3O15)436-6661 Fox : (305)436-5523 05/13/15 DATE RtY. N. niSCtvnar arr Rif: No 0170,07101,1 as 15-128 DRAWING No OLb 14-Of4 o 13/t) SN££T 1 OF 16 •• • • • . • •• • • • MAXIMUM HEADER SPAN (SEE SCHEDULE) l 4 P Mox. SLAT SPAN (SEE SCHEDULE) (To) (Typ. Eo. END) Mox. SLAT SPAN (SEE SCHEDULE) Ma STORM BAR SPACING (SEE SCHEDULE) TYPICAL • SINGLE' UNIT "ELEVATION (NO STORM`BARS R£QU/R D) NOTE" SEE -SHEET`2,`3,-3A & 9 `OF 16 FOR COMPONENTS -NOMENCLATURE Mox. M W-1 (//////////..((//////// //r//i' ' 1 I1 OOR ® ® O O \\\\4\\\\\\\\\\\\\\\\\\\\ \\\\\\\� W-1 Max. SLAT SPAN (SEE SCHEDULE) (Typ-) W-3 © ®ORO (SIMILAR) Cont. WIEN ' APPLICABLE TYPICAL MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) HOTS SEE SHEET 2, 3, 3A rt 9 OF 16 FOR COMPONENTS NOMENCLATURE. Mox. HEADER SPAN & Max. MULLION SPACING (SEE SCHEDULE) V W-2 //. // // /////,/.///./ ®OR® ConL /////// //////////��//////// TO°OR° (Typ. Eo. END) Max. SLAT SPAN (SEE SCHEDULE) �5 �S T 1 s L—R. W-2 S Max. STORM B4R SPACING (SEE SCHEDULE) L� TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION (NO STORM BARS REQUIRED) NOTE- SEE SHEET 2, 3, 3A & 9 OF 16 FOR COMPONENTS NOMENCLATURE. WARNING: THE EXTRUSIONS, PARTS AND COMPONENTS ILLUSTRATED ON THIS PRODUCT APPROVAL DRAWING ARE GENUINE ROLLINGSHIELD PRODUCTS. TO PRESERVE THE INTEGRITY OF' DESIGH AND PERFORMANCE STAN44RDS, ROLUNGSH/ELD EXTRUSIONS, PARTS AND COMPONENTS CANNOT BE SUBSTITUTED. THE MANUFACTURING OF THESE SYSTEM USING PARTS AND COMPONENTS OTHER THAN THOSE SPECIFIED HEREIN OR BY ROLLINGSHIELD IS STRICTLY PROHIBITED AND MAY INVALIDATE THE PRODUCT APPROVAL. TYPICAL CONSECUTIVE MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) WHEN APPLICABLE NOW: SEE SHEET 2, 3, .I4 & 9 OF 16 FOR COMPONENTS NOMENCLATURE. WHEN APPLICABLE NOTE: SEE SECTIONS ON SHEETS 4 THRU 11. 0 2015 TILTECO INC. /1T1iINr\ TILL1T TESTING & ENGINEERING COMPANY 6355 N.W. 36th. 5L. Ste. 305, VIRGINIA GARDENS, FL 33166 Phone : (305)571-1530 . Fax (305)871-1531 -moil: lilteco Oao l.c om EB-0006719 WALTER A- TILUT Jr. P.E. FLORIDA tic. ij 44167 ,��ffNl/I//ijy1. * No, 44167 4Orp :f: t. -s� VA ENS 0411� • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • •• Florida Building Code (High Velocity Hurricane Zone 40mm SLAT ROLL -UP SHUTTER DRAWN BY; F.R.L. ROLLINGSHIELD, INC. 9875 N.W. 79Lh AVE HIAL E4H GARDENS, FL 33016 Phone : (J05)4J8-e66r Far : (305)436-5525 O5/13/15 DATE REV. 14 OLD 14-014 �t3/15 OCSCRIrmw DAJT DIY. De ocsamnar 15-128 DRAWING No SHEET IA OF 16 6063-T6 ALUMINUM ALL SCALE: 1/2" = 1" _250" TVA. O TYPE 4 STORM BAR; 4'' HEAVY EXTRUDED STORM BAR 6063-76 ALUMINUM ALLOY SCALE: 1/2" = 1" T g N 4.000' BOTTOM SLAT 6063-T6 ALUMINUM ALLOY SCALE 1/2" = 1" 2.000'--I 2.000' 3/8•-16x4 1/2" S.S. CAP SCREWS W/NUT 70 24' O.C. STARTING AT 10' FROM TOP AND BOTTOM OF STORM BAR. .250' TYP. ® HEADER TYPE 3: 6063-T6 ALUMINUM ALLOY SCALE.- 1/2" = 1" Nlfr� 1 TYPE 5 STORM BAR; 3" EXTRUDED STORM BAR 6063-T6 ALUMINUM ALLOY SCALE: 1/2" = 1" .188' TYP. TYPE 1 STORM BAR: 2" EXTRUDED STORM BAR 6063-T6 ALUMINUM ALLOY SCALE: 1/2" = 1 " 2.000 2.000" --I z000'--{ .125' TYP TYPE 2 STORM BAR; 3" EXTRUDED STORM BAR 6063-T6 ALUMINUM ALLOY SCALE 1/2" = 1" 3/8•-16x4 1/2• S.S. CAP SCREWS W/NUT o 24" 0.C. STARTING AT 10' FROM TOP AND BOTTOM OF STORM BAR. © TYPE 6 STORM BAR: 4'' HEAVY EXTRUDED STORM BAR F- 1.050' 1.1fJ- 2.593' 1.543' 6063-T6 ALUMINUM ALLOY SCALE: 1/2" = 1" TYPE-1 SIDE RAIL• ,7 6063-T6 Alum. ALLOY SCALE: 1/2" = 1" 3.000' . 125" nr E© TYPE 3 STORM BAR; 4" EXTRUDED STORM BAR .125' TYP. 6063-T6 ALUMINUM ALLOY SCALE: 1/2" = 1" 4.000' • • • • • • • •• • • • • •••- • • • • • • • • •• •• • • • • • • • • • • •• • © HEADER TYPE 1: ® HEADER TYPE 2; 6063-T6 ALUMINUM ALLOY SCALE.- 1/2" = 1" 0 2015 T1LTECO INC. I/1tE3INC.\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 3616. St., 51.. 305. NRGINIA GARDENS. Fl. 33166 Phan.: (S05)371-1530 . Fey : (605)571-1531 e-mail: tiltecoGool.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA IJc. • 44167 6063--T6 ALUMINUM ALLOY SCALE: 1/2" = 1" `��� A• TILE No. 44167 :: t STATE OF c 14/4: •••..•...:...• '�� f Florida Building Code (High Velocity • • • • • • •• • • • • • • • • • • • • • • • • .125" TYP. Hurricane Zone) 40mm SLAT ROLL —UP SHUTTER DRAWN 8Y: F.R-L. • ROLLINGSHIELD, INC. 9875 N.W. 79th AVE. HIALEAH GARDENS, FL 33016 Phon.: (JO5)436-6661 fax : (305)436-5523 05/13/15 DATE xnt w DTSCRIP11011 OLD 14-014 wry 1w/IJ/rs NY. M. DISCRINION oArT 15-128 DRAWING No SHEET 2 OP 16 4 5 8 otif 1/ 1/1c' mfALLS 8 /a' /Z. 8' 10. IZ. 3.000" .125' T)P. ON TYPE 1 MULLION: 4" EXTRUDED MULLION 6063-T6 ALUMINUM ALLOY SCALE 1/2" = 1" • 1 0 45' CHAMFER (OPn0NAL) ) 0 1 • .000' .250' TYP 00 TYPE 2 MULLION: 4" HEAVY EXTRUDED MULLION 6063-T6 ALUMINUM ALLOY SCALE: 1/2' = 1" 1 /i gI 6 45' CHAMFER (OPTIONAL) 0 ® BOX COMPONENTS AND ASSEMBLY DETAIL 0 0 1 • (SEE SHEET 3A OF 16 FOR ALTERNATE ROLL -UP SHUTTER LIFTING MECHANISMS) (SEE NOTE 13 ON SHEET 1) 0 0 0 0 45'CHAMFERSTUB DETAIL (OP170NAL) (N. T. S.) 0 TOP PROFILE 3005-H28 ALLOY. BOTTOM LEADER W/PLUSH. REAR PROFILE 3005-H28 ALLOY. BOTTOM PROFILE 3005-H28 ALLOY. COVER PROFILE 3005-H28 ALLOY. NYLON DISK: 4 1/4" O. D. ROLLING CUSHION W/BALLS. BOX SIDE BRACKET: CAST ALUMINUM. RIBBON: 17/32' N?OE. SIDE RAIL. SLAT. EXTRUDED ALUMINUM DRAWING HOOP. GALVANIZED STEEL DRUM: 1 9/16" O. D. x 0.032' Thk. RETAINING METAL PLATE- 26 Ga. Gob". SR. AT EACH END. NYLON FERRULE: 1 17/32' O. D. x 0.045' Thk. x 3 5/16' Long. NYLON FUNNEL. SCREWS: # 4 x 1/2' S. S. .250' TYP.� © TYPE 3 MULLION: 6" EXTRUDED MULLION 6063-T6 ALUMINUM ALLOY SCALE: 1/2' = 1' © BOX SIDE BRACKET TYPES " SHALL BE CAPABLE TO SUSTAIN SLATS WEIGHT AND ASSURE L1F77NG MECHANISM (SEE NOTE 13/1). O 2015 TILTECO INC. ILIECO INc. TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 361h. 5L. 51.. 305, VIRGINIA GARDENS. il. 33166 Phone : (305)671-1530 . fax : (305)1371-1531 • - mo i t: lil teco 490o I. c om EB-0006719 WALTER A. 11UJr Jr. P.E. FLORfDA Lie. • 44167 Florida 40mm SLAT ROLL -UP SHUTTER • • • • • •• • • •••• • • • • • • • • •• •• • • • • • • • • • • •• • ,,�++`�Ea k Tim•. ik a No.44tgT •: . i%. STATE OF • •••„• • • 1 ••••1 • • • • • •• 1 ..•Il • • • • • • • Building Code (High Velocity Hurricane Zone) DRAWN 8Y.- F.R.L. • ROLLINGSHIELD, INC. 9875 N.W. 791h AVE. HI4LEAH GARDENS, FL. 33016 Phon.: (.105.036-6661 Fax : (J0.5036-5523 Rfv. W 2 ONCR•1AlN sor RN. No OW 14-014 05/1.1/1d DMRITION Dirt 05/1J/15 DATE 15-128 DRAWING No SHEET 3 OF 16 • • • • • • • • • • • • • • • • • • • • • • • TYPE DRIVE ROLL -UP SHUTTER SYSTEM MOTORIZED ROLL -UP SHUTTER SYSTEM itt ALTERNATE ROLL -UP SHUTTER LIFTING MECHANISMS (SEE NOTE 13 ON SHEET 1) aHAND`CRANK- ROLL =UP= SHUTTER= SYSTEMN, 0 2015 TILTECO INC. ILIECOINc. TILUT TESTING & ENGINEERING COMPANY 6355 Phone 6 (305)1371- 1530 . F (3055)871-1531�166 e-mail: lil teco0 ool.com EB-0006719 WALTER A. T1LUT Jr. P.E. FLORIDA Uc. j 44167 • .... •• • • .. •• • • 1 ....1 . . . .... . • • • • •..., .. .. ...1 • .. • . • .. •• . l01.101•0 ,. S• • * ( No. 44t67c •+ s STALE op/i,y or'•%1.10RID,',4 7% E � Z.Znig";::Peil°: Florida High Velocity Hurricane Zone) 40mm SLAT ROLL -UP SHUTTER DRAWN BY. F.R.L. . ROLL/NGSHIELD, INC. 9875 N.W. 79fh AVE. HL4LEAH GARDENS, FL. 33016 than.: (303)4.36-6661 Fox : (J05)436-5523 ACK An Oc7c4Rrlcrl 0.478 ar.I ttsnl►ear aim OW 14-014 03/1.I/15 05/13/15 DATE 15-128 DRAWING No SHEET 3A or 16 . • • • • . • ..... • . .')... . . • • • • • • TAPCON ANCHORS (SEE SCHEDULE ON THIS SHEET) POURED CONCRETE OR CONCRETE BLOCK REQUIRED TAPCON ANCHORS (SEE SCHEDULE ON THIS SHEET) POURED CONCRETE OR CONCRETE BLOCK REQUIRED .250' Mox I/4exJ/4'TEK SCREW O 6' O. C. 2'x2'x1/8" ConL Alum. ANGLE SECTION P - P (2) : INSIDE MOUNT SCALE: 1/2" = 1' SIDE RAIL ANCHOR SCHEDULE MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s. f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In) * FOR SIDE RAILS OJ CONNECTION TO POURED CONCRETE OR MASONRY WALLS (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAX. A.S.D DESIGN PRESSURE RATING (p.s.f. SIDE RAIL 0 SUBSTRATE WALL MOUNT INSIDE MOUNT BUILD —OUT MOUNT - 65ORLESS :O CO NCRET BLOC 6:--..-,/" Ay 6L' 5 1 2 6" ,i POURED CONCRETE 6" 6" 6" >65.0 TO 110.0 CONCRETE BLOCK 4" 4" 6" POURED CONCRETE 6" 6" 6" >110.0 TO 150.0 CONCRETE BLOCK ¢"• 4.44 6" POURED CONCRETE 6" 6" 6" * LIMITED TO 128 psf ASD DESIGN PRESSURE RATING. ** LIMITED TO 125 psf ASD DESIGN PRESSURE RATING. TAPCON ANCHORS (SEE SCHEDULE ON THIS SHEET) OR PO 1/4 1 x 3/4" TEK SCREW 0 6' O. C. Mox. CD> W-1 OR W-2 SECTION Q - Q : MULLION MOUNT (FACE MOUNT) SCALE: 1/2" = 1 " POUREO CONCRETE OR CONCRETE BLOCK REQUIRED / //////////////////////l 1/4 0 x 3/4" TEK SCREW 0 6" O. C. EO 1/4' Mox. mox, 1'xj x1/8 ; 2"x3x1/8" 3"x3'xl/8" OR 4"xJ x1/8" CON1: BUILD -OUT TUBE. SECTION P - P (3) : BUILD -OUT mown - SCALE: 1/2" = 1' 2'x2-x1/8" Cont. ALUMINUM ANGLE 1/4 0 x 3/4" TEK SCREW 0 6" 0. C. EO • EO £O OR O 1/4 £lox. W-1 OR W-2 1/4 •• Mox. • •••• • • • • • • • • • • • • • •• •• •••• SECTION R - R : MULLION MOUNT (COM'MOUAL,,. • • • SCALE: 1/2" = 1' .250' Mao. 1/4 0 x 3/4' TEK SCREW 0 6' O. C. 0 2015 TILTECO INC. 1/4 0 x 3/4' TEK SCREW 0 6" 0. C. • • • • • • • • • • ••• .250" Mox. • • • • • • • 2'x2"x1/8' Cont. ALUMINUM ANGLE 0 OR PO SECTION R - R : MULLION A/9UNT (INSIDE MOUNT) SCALE: /-miNC. TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. SL, Ste. 306, NRCWH GARDENS. Fi 33166 Phone : (305)e71-1530 . Fee : (305)875-1531 e-mail: tiltecoOool.Com E13-0006719 WALTER A. TILI.TT Jr. P.E. FLORIDA Lic. # 44167 1' sooko 771, *_ �•44167 t. i p'• suit OF Vez",..2,9.131Le Flor mil• h • • •• Velocity Hurricane Zone) 40mm SLAP 'P 5!r UP SHUTTER DRAWN BY:: ROLLINGSHIELD, INC. 9875 N.W. 791h AVE. HIALEAH GARDENS. FL. 33016 Plena• : (300416-6661 . rex : (305)436-5523 05/13/15 DATE REY. •e axsnav OA1r —".. 1M •tt1Vn•x 0.s 15-128 DRAWING No OLD 14-014 OVUM SHEET 4 OF 16 ••••L • •L • • • • L • • • • • • • 4 • • • • • • 1 • • • • • • L L •• • • • • POURED CONCRETE W/ 4" M/N.THICKNESS REQUIRED (f c.,3000 p.s.l. MIN.) EXISTING CLASS POURED CONCRETE W/ 4` M/N.THICKNESS REQUIRED (r'c=3000 p.s.H. MIN.) /4/ o- 0 2.000' (Min.) SEPARATION TO CLASS I— SEE SCHEDULE ON SHEET 12 OF 16 1• 1'x2•x1/8' Cont. Alum. ANGLE W/ Y� tl x TAPCONS ANCHORS 0 12' O.C. z / S 0 0 l 00 B ////// -J O OR O/ R (BEYOND) FOR 1/40 TAPCON ANCHORS OR 1/4.0 CALK -IN ANCHORS 3 000' Min. i 4.500" Min. / FOR 3/8 0 CA1X--IN ANCHORS FOR 3/8'1 KWIK BOLT 77 ANCHORS 3.625' Mi . CEILING & FLOOR MOUNTING SECTION V-V(2) INSTALLATION W/ FIXED OR REMOVABLE STORM BARS W/CONCRETE ANCHORS ( SEE SECTION "S' FOR ANCHOR TYPE REQUIRE1IEN1) SCALE : 1/4' 1' SINGLE SPAN SECTIONS AND DETAILS ARE SIMILAR TO ABOVE SHOWN WITHOUT STORM BAR & HEADERS. POURED CONCRETE W/ 4' M/N.7HICKNESS REQUIRED (fc+.3000 p.s.i. MIN.) EXISTING GLASS 2.000 (Mln.) S2 SEPARATION TO GLASS SEE SCHEDULE ON SHEET 12 OF 16 2 x5 (MM:)x1/4'x0.-6' ALUM. ANGLE W/ (2) 3/16'0 TAPCAV A2 ANCHORS TO GROUT FWD CONCRETE BLOCK OR POURED CONCRETE WAIL AT EACH SIDE $ FOR ANY ASD. DESIGN PRESSURE 6 RATING AND SPAN CONDITIONS OR L5E (2) 3/8 0 KM1K Bar 12 ANCHORS TO POURED CONCRETE AT EACH SIDE FOR ANY ASV. DESIGN PRESSURE RATING AHD SPAN CONOMONS. USE (2) 1/4 1x3/4' 1EK SCREW TO STORM BARS AT EACH ADE. POURED CONCRETE W/ 4" MIN. INICKN£SS REQUIRED OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. 1 "x2'x 1/8' Conr. Alum. ANGLE W/ 40 x 1 J/i" TAPCONS ANCHORS 0 12' O.C. ice~ ••• % , ♦\\ r / i— 1 t 1 I ♦_/ I I • E0 --£Q- i / O oR R 0 (BEYOND) ♦ / II \1 / II FOR INSTALLATION INTO HEADERS USE (2) 1/40x3/4" TEK SCREW EACH SIDE. 0 II me: OR SECTION SECTION S - S -FOR INSTALLATION INTO HEADERS USE (2) 1/4 0x3/4" TEK SCREW EACH SIDE. L-3/4 "-r,3/4. -1 :7 3.----- / (1=I 0 0 w FOR INSTALLATIONS INTO CONCRETE, 1 1/2"xl I/2 xf/8' USE (1) 1/40 TAPCON ANCHOR, x STORM BAR DEPTH EACH SIDE AT CENTER OF ANGLE Alum. ANGLE EA SIDE FOR ANY SLAT & STORM 84R SPAN & A.S.O. DESIGN PRESSURE RATING UNDER 80psI. FOR A.S.D. DESIGN PRESSURE RATING BETWEEN SOpsl & 100ps1, USE SAME CONNECTION W/ TABLE 5 FOR MAX. SLAT & STORM BAR SPAN LIMITATIONS. FOR A.S.D. DESIGN PRESSURE RATING GREATER THAN 10Opsf AND ANY SLAT & STORM BAR SPAN, USE (1) 3/8 0 KWIK BOLT TZ ANCHOR, EACH SIDE AT CENTER OF ANGLE/ (2) 1/4 0x3/4' TEK SCREW AT EACH SIDE. (FOR FIXED STORM BAR) EDGE OF WALL 1 1/2'x 1 1/2x l/a x0'-3 1/2" ALUM. ANGLE W/ (1) 3/8 7 KWIK BOLT 7Z ANCHOR AT EACH SIDE. (2) 1/40 x 3/4' TEK SCREW AT EACH SIDE. SCALE : 1/2" = 1" FOR INSTALLATIONS INTO CONCRETE, SECTION S2 - Sf USE (1) 1/4 0x7/8" CALK -IN ANCHOR ', SCALE : 1/4" = 1 • • • 1 1/2-xi 1/2'x!/8' EACH SIDE AT CENTER OF ANGLE FOR • • • ANY SLAT & STORM BAR SPAN & A.S.D. x STORM BAR DEPTH • • • Alum. ANGLE EA. SIDE E DESIGN PRESSURE RATING UNDER 80ps1. FOR A.S.D. DESIGN PRESSURE RATING n FOR 80ps1 & 100psf, USE SAME I S� CONNECTION W/ TABLE 5 FOR MAX. SLAT & STORM BAR SPAN LIMITATIONS rFOR AS.D. DESIGN PRESSURE GREATER THAN 100psl AND ANY SLAT & STORM BAR SPAN, USE (1) 3/80xl 1/4" CALK -IN ANCHOR *, EACH SIDE AT CENTER OF ANGLE @OR a '—(2) 1/40-20 S.S. M.S. W/7/80x3/32' WING NUT SECTION S - S (FOR REMOVABLE STORM BAR) SCALE : 1/2" = 1" POURED CONCRETE W/ 4" MIN. THICKNESS REQUIRED OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. EDGE OF WALL ♦♦ POUREL CONCRETE W/ 4' MIN. THICKNESS REQUIRED OR GROUT F7LLE0 CONCRETE BLOCK WALL REQUIRED. WALL MOUNTING SECTION Y V(1) INSTALLATION W/ FIXED STORM BARS W/ CONCRETE ANCHORS SCALE : //4' = 1" SECTION V — V 2'x4 "(M4X.)x 1/4 "x 0'-6' ALUM. ANGLE EACH SIDE. l0 0 1 / / .75" Min. E.D. 1.000' /.000' 1.000" 1.42' 1 2) l/40x3/4" :":1 TEK SCREW AT EACH11111 SECTION SI - SI • ♦♦ SCALE : N. T. S. ♦ I IS 0 \ • OPTIONAL STORM BAR CONNECTION 4' CONT. 1ANGLE i • • • • • CHINE • • RESPECTIVELY SHALL BE LETT TOGETHER W/0ANCHORS911' 774IE STORM BARS ARE REMOVED. (SEE OET. A). • I TABLE 5 PRESSURE TATING(p.s.0 MAX SLAT SPAN 1" MAX. STORM BAR SPAN ALUM. ANGLE EACH SIDE AS SHOWN ON SECTTON S-S ALTERNATIVELY TO 5/16-0 TAPCON XL ANCHOR, USE CONCENTRATADN OF (2) 3/8"0 KWIK BOLT TZ ANCHORS TO POURED CONCRETE WALL 0 4' 0.C. AT STORM BAR LOCATTON AND REST ELEVATION A Florida Building Code N. BLOCK OR POUREig Fla 44167 \ %;.40R1040/4 .. ,„ .......... ., , , ,..... ,„. , _, ,„ .., , • • 77_9 //‘-• (High Velocity Hurricane Zone 0 2015 TILTECO INC. /11niNC. TILLIT TESTING & ENGINEERING COMPANY EB-0006719 WALTER A. TILUT Jr. P.E. DRAWN BY: F.R.L. ROLLINGSHIELD, INC. 9875 N.W. 79th AVE. HIALEAH GARDENS, a. J3016 05/13/15 DATE ANY. Ma DCSMIIIION No DRAWING No OLD 14-014 SHEET 5 OF 16 POURED CONCRETE W/ 4" MIN.THK:KNESS REQUIRED (I'c-3000 p.s.i. MIN.) 2 EXISTING GLASS p OyZy ti rW h POURED CONCRETE W/ 4" MIN.THICKNESS REQUIRED (f c=3000 p.s.i. MIN.) 000 �2.000" I (Min) SEPARATION TO GLASS ,- SEE SCHEDULE ON SHEET 12 !OF 16 I h wt //4ii7/11WY 1" 1 x2"x1/8" Cont. Atom, ANGLE W/ Y 0 x 1 �' TAPCONS ANCHORS 0 12" 0.C. 7./7////' 00 0 00 FOR 1/4 0 TAPCON ANCHORS OR 1/40 CALK -IN ANCHORS FOR 3/8 A KWIK BOLT 7Z ANCHORS FOR 1/20 CALK -IN ANCHORS 3" Min. 3 5/8" Min. 6" AND. CEILING & FLOOR MOUNTING SECTION V-V(2) INSTALLATION W/ FIXED OR REMOVABLE STORM BARS W/CONCRETE ANCHOR$ ( SEE SEG7TAN "5' FOR ANCHOR TYPE RE17(fRSIENT) SCALE : N.T.s. SINGLE SPAN SECTIONS AND DETAILS ARE SIMILAR TO ABOVE SHOWN WITHOUT STORM BAR dr HEADERS SECTION V - V POURED CONCRETE W/ 4' M/N.THICKNESS REQUIRED (%e-3000 p.s,l. MIN.) EXISTING GLASS 2,000" (Min) S2 SEPARATION TO CLASS SEE SCHEDULE ON SHEET 12 OF 16 2 x5 {M44.)xl/4'x0'-6" ALUM. ANGLE W/ (2) 5/I6 % TAPCON XL ANCHORS TO GROUT RIE.ED CCWCRETE BLOCK OR POURED CONCRETE WALL AT EACH 510E FOR AS D. DESIGN PRESSURE RUING UP :. I TD 140ps1, Lbx. STORM BAR SPAN, OR USE (2) J/8"I KWLK BOLT 72 ANCHORS 10 POURED CONCRETE AT EACH SIDE EAR ANY ASO. DESIGN PRESSURE RATING AND SPAN COMMONS. USE (2) 1/411xj/4" TB( SCREW 70 STORM BARS AT EACH SIDE: POURED CONCRETE W/ 4' MIN. THICKNESS REQUIRED OR GROUT RLLEO CONCRETE BLOCK WALL REQUIRED. WALL MOUNTING SECTION V-V(1) INSTALLATION W/ FIXED STORM BARS W/CONCRETE ANCHORS SCALE : N.T.S. 2 1'x2"x1/8" Cont. Alum. ANGLE W/ 14 0 x 1 %" TAPCONS ANCHORS • 12" O.C. (BEYOND) SI 1 1 I / 1/ -FOR INSTALLATION I 1/gir1 1/2"x1/ex INTO HEADERS USE STORM BAR DEPTH (3) 1/4 Ax3/4' TEK Alum. ANGLE Fes(. SIDE . SCREW EACH SIDE. -� I--3/4- .- .3/4-ii FOR INSTALLATION INTO CONCRETE, USE (2) 1/4 0 TAPCON ANCHORS, EACH SIDE, EACH ANGLE FOR ANY SLAT & STORM 84R SPAN & A.S.D. DESIGN PRESSURE RATING UNDER 100 pal. FOR AS D. DESIGN PRESSURE RATING GREATER 77i4N 100psf AND ANY SLAT & STORM BAR SPAN, USE (1) 3/8 0 KW/K BOLT 7Z ANCHOR, EACH SIDE AT CENTER OF ANGLE. (3) 1/4 Ox3/4" TEK SCREW AT EACH SIDE. SECTION S - S (FOR FIXED STORM BAR) SCALE : N.T.S. FOR INSTALLATION IKTO HEADERS USE 1 1/2"x1 1/2"x1/8'x (3) 1/4"03/4" TEK STORM BAR DEPTH SCREW EACH SIDE. Alum. ANGLE a SIDE /4'-. g'-J/4" in ■ILE •,. (2) INSTALLATION INTO CONCRETE, ,_FOR USE (2) 1/41tx7/8" CALK -IN ANCHORS *, EACH SIDE, EACH ANGLE FOR ANY SLAT & STORM 84R SPAN & AS.D. DESIGN PRESSURE RATING UNDER 100 psl. FOR AS.D. DESIGN PRESSURE RATING GREATER THAN 100pal AND ANY SLAT & STORM BAR SPAN, USE (1) 1/20x1 1/2" CALK -IN ANCHOR e, EACH SIDE AT CENTER OF ANGLE 1/4 0 S.S. THRU BOLTS W/ NUT SECTION S - S (FOR REMOVABLE STORM BAR) SCALE : N.T.S. POURED CONCRETE W/ 4" MIN. THICKNESS REQUIRED OR CONCRETE BLOCK WALL REQUIRE./ EDGE OF WALL POURED CONCRETE W/ 4" MW THICKNESS REQUIRE-0 OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. POURED CONCRETE W/ 4' MIN. THICKNESS REQUIRED OR GROUT FILLED CONCRETE BLOCK WALL REWIRED. 1.000" 1.000" 1.000' 1.000 ` 4) ki-4x3/4- TEK SCREW AT EACH SIDE (TYP.) SECTION SI - Si OPTIONAL STORM PAR CONNECTION SCALE : N. 7: S. ♦ 2x5 xl/4" (MIN.) 0 1 1/2 x 1 1/2 "x 1/8' ALUM. ANGLE EACH SIDE AS SHOWN ON SECTION S-S 1 1/2"xl 1/2'x1/8 x0'-4' ALUMINUM ANGLE W/ (1)3/110KWIKBOLT T7 ANCHOR AT EACH SIDE. EDCEOF 3)y0x 3/4"TEK WALL SCREW AT EACH SIDE. SECTION S2 - S2 SCALE : N.T.S. DETAIL A SCALE : 1/2" = 1 • • • • • • • • • • • _• • 114CHINE'Stiit Or •F(JLLY E/2BEDDED 000 ANCHOR• . OR • 1/2"oxl 1/2" CALK -IN ANcHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE TIME sroRm BARS Go CONCENTRATION OF (6) 5/16" TAPCON XL ANCHORS TO GROUT OR POURED CON 4"" .401%1940,• LOCK ALTERNATIVELY TO 5/16 0 TAPCON XL ANCHOR, USE CONCENTRATION OF (2) J/8 11 KW1K BOLT TZ ANCHORS TO POURED CONCRETE WALL 0 4" O.C. AT STORM BAR LOCATION AND REST 1/4 %x 1 3/4' TAPCON 0 12' 0.C. ELEVATION CONT. ALUM. ANGLE 0 2015 TILTECO INC. / IL ECO I N C TILLIT TESTING & ENGINEERING COMPANY 6356 H.W. 36th. St., Ste. 305, VIACRM OAADDS, R. 33166 Phone : (305)871-1530 . roe : (305)871-1531 e-moII: UltecoCool.com EB-0008719 WALTER A. TILUT Jr, P.E. FLORIDA Uc. it 44167 SCALE : N. T. S. flu el Florida Building Code (High Velocity Hurricane Zone) 40mm SLAT ROLL -UP SHUTTER DRAWN BY: F.R.L. ROLLINGSHIELD, INC. 9875 N.W. 79th AVE. 05/13/15 DATE XV. IN ILY. No PCNCRIDON DOT 15-128 DRAWING No OLD 14-011 03/13/1.7 SHEET 5A OF 16 POURED CONCRETE W/ 4' MIN.1H1CKNESS REQUIRED (I c=3000 p.s./. MIN.) 1 11571NC CLASS 7 // POURED CONCRETE W/ 4' MIN. THICKNESS REQUIRED (f'cdX000 p.s.i. MRV.) �2.000 =-• 1 (Min.) 0 0 SEPARATION TO GLASS SEE SCHEDULE ON SHEET 2 OF 16 I I1 I I 1• 1 x2"x1/8" Cont. Alum. ANGLE W/ Y40 x 1 74" TAPCONS ANCHORS 0 I2"O.C. ///x //iN O 1 OR F 1 FOR 1140 TAPCON ANCHO 3' Min. OR 1/40 CALK -IN ANCHORS FOR 3/8 0 K1WK BOLT 77 ANCHORS-3 5/8' M n i (BEYOND) FOR 1/20 CALK -IN ANCHORS-r.--6' Min. CEILING & FLOOR MOUNTING SECTION V—V(2) INSTALLATION W/ FIXED OR REMOVABLE STORM BARS W/CONCRETE ANCHORS ( SEE SECTION '5' FOR ANCHOR TYPE REQUIREMENT) SCALE : N.T.S. SINGLE SPAN SECTIONS AND DETAILS ARE SIMILAR TO ABOVE SHOWN IV/THOUT STORM BAR & HEADERS. SECTION V — V POURED CONCRETE W/ 4' MINTHICKNESS REQUIRED (I c=3000 p.s.1. MIN.) EXISTING CLASS 2.000" (MM.) 52 J" Min. SEPARATION TO CLASS SEE SCHEDULE ON SHEET 12 OF 16 2.000" (Min) 2 2 0 0 L 2 x5 (fNX.)x1/4 ir0.-6" ALUM. ANGLE W/ (2) 5/16"I TAP= 1. ANCHORS TO GROUT nMED CONCRETE BLOCK OR POURED CQWRL7E WAIL AT EACH SIDE fOR ASO. DESIGN PARE RAnvC UP ro 80 p,f, 8=2•Mox, SroRI BAR SPAN( OR USE (2) J/8"1 KW BOLT 77 ANCHORS TO POURED C0MG4OE AT EACH SIDE FOR ANY SPAN & AS.D PRESSURE RATING C0I18?M71.W USE (4) I/40 SS NW BOLTS TO STORM B4RS AT EACH S70E /3" Min. E.D. 1 x2xl/8' Cont. Alum. ANGLE W/ 1/4 0 x 1 3/4' TAPCON ANCHORS 0 12' 0.C. SI POURED CONCRETE W/ 4' MIN. THICKNESS REQUIRED OR GROUT - FILLED CONCRETE BLOCK WALL REOUIRED. -FOR INSTALLATION INTO HEADERS USE (3) 1/4 0x3/4" TEK SCREW EACH SIDE. 10OORo I/2" 1/2" WALL MOUNTING SECTION V—V(1) INSTA(LA.TION W/ FIXED STORM BARS W/ CONCRETE ANCHORS SCALE : N.T.S. D1ORF1 ORF1 2" x 5' x 1/4" x O'-6" ALUM. ANGLE EA. SIDE v i ♦ / •\ // II \ / II I / II I 1 / / I• \ • • • POURED CONCRETE W/ 4' MIN. THICKNESS REQUIRED OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. OPTIONAL STORM BAR CONNECTION SCALE : N.T.S. 6--3/4'-1-3/4"-+ 2' x 2" x 1/8" x Alum. ANGLE EACH SIDE • O I 1 ■I i . eI- SECTION S — FOR INSTALLATION INTO HEADERS USE (3) 1/4%3/4" TEK SCREW EACH SIDE. 3/4'-+ FOR INSTALLATIONS IM0 CONCRETE, USE (2) 1/4 0 TAPCON ANCHORS, EACH SIDE. EACH ANGLE FOR ANY SLAT & STORM BAR SPAN & AS.D. DESIGN PRESSURE RATING UNDER 80psf. FOR A.S.D. DESIGN PRESSURE RATING BETWEEN 80psf & 100ps(, USE SAME CONNECTION W/ TABLE 58 FOR MAX. SLAT & STORM BAR SPAN LIMITATIONS. -FOR A.S.D. DESIGN PRESSURE RATING GREATER 7HAN 100ps1 AND ANY SLAT & SroRM BAR SPAN, USE (1) 3/8 0 KW/K BOLT 7Z ANCHOR, EACH SIDE, AT CENTER OF ANGLE. THRU BOLTS W/ NUT S (FOR FIXED STORM BAR) SCALE : N.T.S. 2' x 2' x 1/8" x 0'-4" Alum. ANGLE EACH SIDE W �� ,S !I A•i • • ■I I!. • ll • it ------_ - - \ SECTION S D 1 OR (2) 3/8' 0 S.S FOR INSTALLATIONS INTO CONCRETE, USE (2) 1/40x7/8" CALK -IN ANCHOR ', EACH SIDE, EACH ANGLE FOR ANY SLAT & STORM BAR SPAN & A.S.D. DESIGN PRESSURE RATING UNDER 80psf. FOR AS.D. DESIGN PRESSURE RAMC BL7WEEN 80psf & 100psf, SUSE SAME CONNECTION W/ TABLE 58 FOR MAX. SLAT & STORM BAR SPAN LIMITATIONS. FOR A.S.D. DESIGN PRESSURE RATING GREATER THAN 100psf AND ANY SLAT & STORM BAR SPAN. USE (1) 1/2 Dxl 1/2" CALK -IN ANCHOR ! EACH SIDE, AT CENTER OF ANGLE. THRU BOLTS W/ NUT — S (FOR REMOVABLE STORM BAR) SCALE : N.T.S. .All!.4 Allf r 14 w; it SECTION S1 — S1 SCALE : m r.s. POURED CONCRETE W/ 4" MIN. THICKNESS REQUIRED OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. OF 4 l/4 0 S.S. RU BOLTS • 1• D10 EDGE OF WALL 1 1/2"x1 1/2"x1/8ir0"-4" ALUM. ANGLE W/ (1) 3/8 0 KIRK BOLT 77 ANCHOR AT EACH SIDE FOR ANY DESIGN LOAD AND SPAN CONDITIONS. (2) .f/8 0 S.S THRU BOLTS SECTION S2 — Sz MACH/NE SCR r� FULLY EMBEDDED %wpm A INTO ANCHOR SCALE : 'N.T.S. • SCflLE a 7VT.S. • •• •• 4` 1/4 0-20 OR 1/20-13 MACHINE S£RENIS 10S£D JOINTLY W/ 1/4 0x7/8' OR 1/20x1 1/2" C/LiC-IN•ANCHORS• • • RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS • • AT THE TIME STORM BARS ARE REMOVED. (SEE DET. A). TABLE 5 A. S. D. DESIGN PRESSURE RATING(p. s. f.) MAX. SLAT SPAN "L " MAX. STORM BAR SPAN 80.0 5.--0" 1 1 '-6" 3.-2" 10'— i i " 100.0 2.-1 1" 9'-6" 1 1/2 x1 1/250/8' ALUM. ANGLE EACH SIDE AS SHOWN ON SECTION S-S 4' 4" ALTERNATIVELY TO 5/16 0 TAPCON XL ANCHOR, USE CONCENTRATION OF (2) 3/80 KNMK BOLT TZ ANCHORS TO POURED CONCRETE WALL 0 4' 0.C. AT STORM BAR LOCATION AND REST 1/40x1 3/4' TAPCON 0 12" O.C. 2'x5"x 1/4"x CONT. ALUM. ANGLE © 2015 TILTECO INC. /ThiNC.\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. 51., Ste. 305, 1IRGRM GARDENS, R 3316E Phone : (305)671-1530 . fox : (305)671-1531 e-moil: tilteco0aol.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lie. # 44167 2'x5 (MAX.)x1/4" COM. ALUM ANGLE, W/ CONCENTRATION OF (8) 5/160 TAPCON XL ANCHORS TO GRO BLOCK OR POU 04'0.C. AT REST 1/4" • • ELEVATION SCALE :N. T.S r !14' 4 12` � !!� • STATE OF ��'•�••'�aArop••••' k/ Florida Building Code (High Velocity Hurricane Zone) 40mm SLAT ROLL —UP SHUTTER DRAWN 8Y: F.R.L. ROLLINGSHIELD, INC. 9875 N.W. 791h AVE HL4LE H GARDENS FL 33016 Phone : (305)438-666i . fox : (305)436,5423 05/13/15 DATE ARV. 1h CESCSYIVII as RAY. Ns 6Asxie IION AA R 15-128 DRAWING No OLD 14-014 05/13/16 SHEET 50 OF 16 •• • • • • • • ••••. • POURED CONCRETE REQUIRED f705111V�-I GLASS PLASTIC BUSHING • TOP LSPRINC-LOADED SYSTEM t--2.000• (Min.) S 1.000.-- z� SEPARATION TO GLASS SEE SCHEDULE ON SHEET 12 OF 16 F2.000' (Min.) S BOTTOM SPRING-LQ40£0 II SYSTEM 11 I I POURED CONCRETE REQUIRED PLASTIC BUSHING • ►' x 2' x 1/8' Cont. Alum. ANGLE W/ 1/4 0 x 1 3/4' TAPCON ANCHORS 0 12. 0. C. ^. TOP "-SPRING-LOADED SYSTEM (BEYOND) (BEYOND) 4.500' Min ODRO CEILING & FLOOR MOUNTING $ACTION V-V(2) INSTALLATION W/ IEMOVABLE STORM BARS W/ SPRING -LOADED SYSTEM * SCALE : 1/4' = 1" SECTIONS V - V 1' x 2' x 1/8" Conf. Alum. ANGLE W/ 1/40 x 1 3/4' TAPCON ANCHORS 0 12. 0. C. POUREO CONCRETE REQUIRED PLASTIC BUSHING • EXISTING ----1 GLASS TOP SPRING -LOADED - SYSTEM I•--2000' (Min) SEPAR4TION TO CLASS SEE SCHEDULE ON I SHEET 12 OF 16 U n h-2.000" (Min.) BOTTOM SPRING-LOADED- S rs 1LM PLASTIC 'BUSHING • POURED CONCRETE WITH 4' MIN. THICKNESS REQUIRED OR GROUT FQLED CONCRETE BLOCK WALL REQUIRED. BOTTOM SPRING -LOADED SYSTEM (BEYOND) Ct a En BOTTOM SPRING -LOADED SYSTEM 21x5 (MAX)x1/8" CONT. ALUMINUM ANGLE W/ 1/4'1 TAPCON ANCHORS 0 12" O.C. W/ CONCENJRATTON OF (2) 3/80 KW BOLT TZ ANCHOR TO POURED CONCRETE WALL 0 4' O.C. AT STORM BAR LOCATION OR W/ CONCENTRATION OF (5) 5/180 TAPCON XL ANCHOR W/ TO GROUT FILLED CONCRETE BLOCK WALL 0 4" O.C. AT STORM 84R LOCATION. WALL MOUNTING SECTION V-V(1) INSTALLATION W/ REMOVABLE STORM BARS W/SPRING-LOADED SYSTEM * SCALE : 1/4" - 1' • SEE SHEET 9 OF 16 FOR SPECS. & DETAILS. SPRING -LOADED SYSTEM • O OR O SECTION S - S : SINGLE STORM BAR SCALE : 1/2" = 1" USE CONCENTRATION OF (5) 5/ 165 TAPCON XL ANCHORS TO GROUT FILLED CONCRETE BLOCK OR POURED CONCRETE WALL 0 4' 0.C. AT STORM BARS LOCATION OR (2) 3/8'3, KWIK BOLT TZ ANCHORS TO POURED CONCRETE WALL 0 4" O.C. AT STORM BARS LOCATION (AS APPLICABLE) 12.000- 12 000- 4.000 0 2015 T1LTECO INC. SPRING -LOADED SYSTEM • SECTION S - S : DOUBLE STORM BAR SCALE : 1/2" = 1" 0 OR O OR AS APPLICABLE • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • Z" x 5' x 1/8' Max. Conf. Num. AN01C • • •• • • •.• • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • 1/40 TAPCON ANCHORS 0 12' 0.C. (TYP. AT EACH SIDE, BEYOND CONCENTRATION) 4.0004.000" .000" 12.000" 12.000 ELEVATION / X SCALE : 1/8• = 1" ILIE C O INC. TILLIT TESTING & ENGINEERING COMPANY 5355 N.X. 361h St, Ste. 305, VIRGINIA CAROM Fl. 33156 Phone : (305)871-1530 . Fax : (305)671-1531 e-mail: tilt•coOool.com ER-0006719 WALTER A. 11LLIT Jr. P.E. FLORIDA IJc. # 44167 $.,- A.t I Nf 67 :S. 98 :•:.11.-1,...1.::::EtN0F1734-47:14.1)...L 11. * 'y.,._ rr111N'• Fiorido Building Code (High Velocity Hurricane Zone) DRAWN BY:: F.R.L. 12.000' 40mm SLAT ROLL -UP SHUTTER ROLLINGSHIELD, INC. 9875 N.W. 79fh AVE. HIALEAH GARDENS, FL 33016 Phan.: (305)436-6661 Fax : (305)436-5523 1KY 8. 2 DE3C/PP ON 04lT RLx Nr O(D 14-014 45/IJ/151 01505111011 oar 05/13/15 DATE 15-128 DRAWING No SHEET 6 OF 16 • • • ••.1•• • • • • • • • • •• • • • • • • • • • • •• • • • • 2' x 3' (Mox.) x !/8' Cont. Alum. TUBE--� W/ 1/41Ix1 3/4' TAPCON ANCHORS 0 12' O.0 1 'x2 x l/8" Cont. Alum. ANGLE W/ Y %xT/4" TEK SCREW 0 6" O.C. POURED ci CONCRETE 43 REQUIRED LX1S11NG— GLASS 2.000" Min. BUILD -OUT TUBE (BEYOND) SEE SHEET 12 OF 16 FOR Min. SEPARATION TO GLASS. POURED CONCRETE WITH 4' MIN. THICKNESS REQUIRED OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. FIXED STORM BAR CONNECTION AT BUILD -OUT INSTALLATIONS W/SHEET METAL SCREWS OR MACHINE SCALE : 1/4- a 1' SECTION V - V(3) NOTE SINGLE SPAN SECTIONS AND DETAILS ARE SIMILAR TO ABOVE SHOWN WITHOUT STORM BAR & HEADERS. l 2"x7'(MAX.)xl/4" CONT. ALUMINUM ANGLE W/ CONCENTRATION OF ANCHORS SPECIFIED ON SCHEDULE BEYOND) ®OR 2' x 4 (Min.) x 1/8' Cont. Alum. TUBE W/ 1/4 Ox 1 3/4' TAPCON ANCHORS 0 12" O.C. 15,2 x1/8- Cont. Alum. ANGLE W/ %WY4' TEK SCREW 0 6' O.C. r POURED CONCRETE REQUIRED / / EXISTING GLASS BUILD -OUT TUBE (BEYOND) 2.000- Min. SEE SHEET 12 OF 16 FOR Min. SEPARATION TO CLASS. 2.000' Min. / A) 7/ o o h / vII I POURED CONCRETE IWIH 4" MIN. THICKNESS — REQUIRED OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. 0 0 0 1 t 1- 0 0 1. 0RF] CASE / CASE II SCREWS 3/4" 3/4' Typ. Typ. 5pd 0r cam- 0 0 ! 1/2'xl 1/2 x1/8'x — STORM BAR DEPTH Alum. ANGLE EACH SIDE FOR INSTALLATIONS AT TUBE & HEADERS USE (2) Y4 ;e 3/4' TEK SCREW EA. SIDE FOR C & QD STORM BARS&(3)VOx3 4"TEK SCREW EA. SIDE FOR ©& 0 STORM BARS USE (2) Y40 x 3/4" TEK SCREW EA. SIDE FOR () &® STORM BARS & (3) Y4 0 x 3/4' TEK SCREW EA SIDE FORA& O STORM BARS. SECTION S3 - S3 SCALE: 1/2"= 1" 1 TYP- vy;. I MIMI if iI Wen ii - e i64 ^ O (3) Y4'0 x 3/4" TEK SCREW EA. SIDE • • i 1/2"xl 1/2 ix411J18"x • STORM BAR DF�ppjlj "Vv. ANGLE EACH SIDE-• (2) 3/8 0 S.S. THRU BOLTS W/ NUT SECTION S3 - S3 SCALE : 1/2" = 1' USE CONCENTRATION OF (SEE SCHEDULE FOR QUANTITY) 5/16-0 TAPCON XL ANCHOR TO GROUT FILLED CONCRETE BLOCK OR POURED CONCRETE WALL 0 4" O.C. AT STORM BARS LOCATION 0R USE CONCENTRATION OF (2) 3/80 KW/K BOLT 7Z ANCHORS TO POURED CONCRETE WALL 0 4" 0.C. AT STORM BARS LOCATION 0® OR • • • • • • • • • • •• •• •• • • • • • • • • • • •• • WHEN APPLICABLE 1 1/2' x 1 1/2" x 1/8" x STORM BAR DEPTH Alum. ANGLE (SEE SECTION 53 - S3 AS APPLICABLE) F; 12' 12" 4' 4" 4" 4"-- —4' 4' 1� , 4?._...- 2x6'x1/4" Cont. ALUMINUM TUBE (CASE II ONLY) 2' x 3' (Min.) x 1/4' Cont. ALUMINUM ANGLE W/ CONCENTRATION OF (5) 1/40 x 1 1/2' TEK SCREW 0 1 1/2" O. C. AT STORM 84R LOCATION, REST 0 12' 0. C. 2x6(MAX.)xl/4" CONF ALUMINUM TUBE W/ CONCENTRATION OF ANCHORS SPECIFIED ON SCHEDULE. ELEVATION SCALE : 1/8' = 1- ANCHORS & STORM BARS SCHEDULE FOR ELEVATION /4 ANCHOR TYPE & QUANTITY STORM BAR TYPE (4) 5/16' 0 TAPCON XL O.O (6) 5/16' 0 TAPCON XL ()C) (8) 5/16" 0 TAPCON XL D 1 , Fl 0 2015 TILTECO INC. 1iU\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. A. Ste. 305. YIRQNIA GARCOIS, Fl. 33166 Phone (305)671-1530 . Fos (305)671-1531 e-mail: tittecoeaoicom EB-0006719 WALTER A TILLIT Jr. P.E. FLORIDA tic. # 44167 • • •• • • • • • 4 •• •• •••• • • • • • ••• • •• '• Iil 1/4"0 TAPC04 ANGHQRS 0 12" .plic (TYP. AT EAC3 .BEYON COIPBENTRAT/0N) • • � : �TAT� OF � * AZORION0�sA/N•HN •1`��'� I/ Florida Building Code (High Velocity Hurricane Zone) 40mm SLAT ROLL -UP SHUTTER DRAWN BY F.R.L. ROLL/NGSHIELD, INC. 9875 N.W. 79th AVE. HIALE4H GARDENS. FL. 33016 Phone r (3051436-6661 FDA : (305)436-5523 05/13/15 DATE MY. 4. o17CAr1xi1 2 OLo 14-014 105/15fl5 DAFT RAY, Ks DAFT 15-128 DRAWING No SHEET 7 OF 16 • • • • • • • • • •••4• ..•I •• • • •••1•• 4 • • • 2' x J' (Max.) x 1/8' Cont. Alum. TUBE—� W/ 1/41x l 3/4' TAPCON ANCHORS 0 12' O.C. POURED CONCRETE REQUIRED It U I I 1' x 2' x 1/8' Cont. Alum. ANGLE W/ l/4% x 3/4' TEK SCREW 0 12' O. C. TO TUBE SEE SHEET 12 OF 16 FOR Min. SEPARATION TO CLASS. I1-2.000" Min. 11 BUILD -OUT TUBE 11(BEYOND) I IE) V / R POURED CONCRETE WITH 4' MIN. THICKNESS REWIRED OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. // CASE I (BEYOND) } T (�) TBOTTOM SPRING -LOADED SYSTEM 2 x7 (MAX.)x 1/4" CONT ALUMINUM ANGLE W/ 1/41 TAPCON ANCHORS O 12' RC. W/ CONCENTRATION OF (2) 3/81 KWIK BOLT T7 ANCHORS TO POURED CONCRETE WALL 0 4' O.C. AT STORM 847 LOCATION OR W/ CONCENTRATION OF (5) 5/161 TAPCON XL ANCHORS TO GROUT FILLED CONCRETE BLOCK OR POURED CONCRETE WALL 0 4' O.C. AT STORM BAR LOCATION. 2' x 4(.6n.) x T/8' Cont. Alum. TUBE W/ 1/4 1x 1 3/4' TAPCON ANCHORS 0 12' O.C. POURED CONCRETE REOI/IRED EXISTING 1 CLASS U SEE SHEET 12 OF 16 FOR Min. SEPARATION TO GLASS BUILD -OUT TUBE (BEYOND) I fl A./7 l POURED CONCRETE WAN 4' MIN. THICKNESS REOWR£D OR GROUT FILLED CONCRETE BLOCK WALL REQUIRED. REMOVABLE STORM BAR CONNECTION AT BUILD —OUT INSTALLATIONS W/SPRING—LOADED SYSTEM * SCALE : 1/4' a 7' SECTION V — V(3) • SEE SHEET 9 OF 16 FOR SPECS. & DETAILS. ST I J T CASE l/ 1 ' x 2' x 1/8' Cont. Alum. ANGLE W/ 1/41 x 3/4' TEK SCREW O l2' 0. C. TO TUBE S3 T i rl O or TOP PRING-LQ4DED SYSTEM (BEYOND) �r SPRING -LOADED srsltM • o67o SECTION S3 — S3 : SINGLE STORM BAR SCALE : 1/2' = 1 ' SPRING -LOADED SYSTEM • USE CONCENTRATION OF (5) 5/161 TAPCON XL ANCHORS TO GROUT nuEO CONCRETE BLOCK OR POURED CONCRETE WALL 0 4' O.C. AT STORM BARS LOCATION OR USE CONCENTRATION OF (2) J/8"s K)4 K BOLT 7Z ANCHORS TO POURED CONCRETE WALL 0 4" 0.C. AT STORM BARS LOCATION (AS APPUCABLE) 2' x 7' Mox. x 1/4' Cont. ALUMINUM ANGLE (CASE 1) 0 SECTION S3 — S3 i • • • DOUBLE STORM e41L SCALE : 1/2" = 1" • •••• • • 00410 • • •• •• or• • • AS APPLICABLa• • • OR C) • • . . • • • • • • • • .. • ..•• • • •••• • • • ••• • • • • 1/4 A TAPCON ANCHORS 0 12' 0.C. (TYP. AT EACH SIDE, BEYOND CONCENTRATION) 9 - I - try " 5 4' Con1. 12.000' 4.000"-4.000"-4.000'-4.000' T2.000' 2.000' 2" x 6` x 1/ ALUMINUM TUB (CASE I! ONLY BOTTOM SPRING -LOADED SYSTEM 2' x 3" (Min.) x 1/4' Cont. h ALUMINUM ANGLE W/ CONCENTRATION OF (4) 1/4% x 1 1/2' TEK SCREW 0 1 1/2' 0. C. AT STORM BAR LOCATION, REST 0 12' 0. C. 2' X 6' MAX. X 1/4' CONT. ALUMINUM TUBE W/ 1/41 TAPCON ANCHORS O 12' O.C. W/ CONCENTRATION OF (2) 3/8% IOW BOLT TZ TO POURED CONCRETE WALL 0 4' 0.C. AT STORM 8417 LOCATION OR W/CONCENTRATION OF (5) 5/16% TAPCON XL TO GROUT FILLED CONCRETE BLOCK OR POURED CONCRETE WALL 0 4' 0.C. AT STORM BAR LOCATION. ELEVAT/ON/X SCALE : 1/8' = 1' �o/1f///rlliNi �`��:cot A. T1L No. 44167 *: • .13 "Q \. STATE OF uPOPIAL 0 �, 12.000" Florida Building Code (High Velocity Hurricane Zone) 0 2015 TILTECO INC. /1itIiENC.\ TILLIT TESTING & ENGINEERING COMPANY 0355 HW. 3611. St.. SW. 305, W G►AA CAROM. FL 33166 Phone : (305)1171-1530 . Fox : (305)671.1531 e-moil: tillecoOool.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Uc. # 44167 40mm SLAT ROLL —UP SHUTTER DRAWN BY: F.R.L. ROLLINGSHIELD, INC. 9875 N.W. 791h AVE HIALEAH GARDENS, FL 33016 Phan 1 (305)436-5661 . Fax : (305)436-5523 05/13/15 DATE —,. M. PIM RIM M. OESCRIPTION air 15-128 DRAWING No OW 14-014 SHEET 8 OF 16 .. • 0410040 • • • • • •« • • • • BOTTOM OF HEADER OR CONCRETE SLAB TOP OF STORM 84R1 TOP SPRING -LOADED SYSTEM J-1 TYP. 3/6 -16x4 1/2' S.S. CAP SCREWS W UT R O ONLY FOR . STORM BARS SEE SPACING & LOCITJON ON SHEET 2 OF 16). 1.750" STOR184( BARS DFRTH -.750 r 4-3/16 0x1/2" ALUMINUM BUTTON HEAD RIVETS AT E4CH SIDE OF STORM BAR X SEE SCHEDULE FRONT STORM BARS /� ©®©m0 4-3/16 Ox1/2" ALUMINUM BUTTON HEAD RIVETS AT EACH SIDE OF STORM BAR TYPICAL CONNECTION TO STORM BARS (SIDE VIEW) SCALE: 1/2" = 1" POLYETHYLENE BLOCK 2 /8x1/2" S.M.S. 9/16'0.0.x3/16' CH w/l/161• W1RE, CAW. STEEL SPRING. POLYETHYLENE BLOCK .375' TYP. ro 2-3/6 bx9" f ALUM. BAR-- (6061-T6 ALLOY). .375" TYP. .J75" .375' Y SEE SCHEDULE SIDE VIEW TOP SPRING —WADED SYSTEM SCALE 1/2" = 1" CALK —IN TYPICAL SPRING —LOADED SYSTEM FOR REMOVABLE BARS AS ALTERNATE TO THE USE OF CAL Y SEE SCHEDULE .375" .375"-E---1 I p � l • 375" 7YP. 0 2015 T1LTECO INC_ /1itIilNC.\ TILLIT TESTING & ENGINEERING COMPANY 5355 N.W. 36th. St, Ste. 305, 41RGNIA GARDENS. ft. 33166 Phone (305)671-1530 . Fax (305)571-1531 e-mail: liiteco Daol.com EB-0006719 WALTER A TILUT Jr. P.E. FLORIDA Lic. O 44167 /ax1/2' S.M.S. TRUSS HEAD -W/PHILUPS SLOTTED HEAD 2-3/9 0x4" ALUM. BAR X (6061-r6) ALLOY. SEE SCHEDULE FRONT 4-3/16I POP RIVETS AT EACH SIDE OF STORM 84R SIDE VIEW BOTTOM SPRING —LOADED SYSTEM SCALE: 1/2" = 1" ENGAGEMENT HOLE DETAIL (IN CONCRETE) FOR REMOVABLE SPRING —LOADED STORM BARS SCALE: 1" = 1" X, Y DIMENSIONS FOR A GIVEN TYPE OF STORM BAR STORM , BAR TYPE X(n) Y(in) © I f9/32' 1 19/J2' O 1 25/32' 2 23/32' 0 1 23/32" 3 23/32' O 1 15/32' 3 15/32: • e 1 23/4• • a° 2J/J21 O 1 15/5, . 75/34 • • • • • • • • • • • • • • •• •• • • • • • PLASTIC BUSHING: DETAIL 1(ISOMETR/C) SCALE.: 1" = 1" NOTES: !�///1///////��/ (1) ENGAGEMENT HOLE DRILLED IN CONCRETE SHALL BE 5/8 0x1 jl� .{CR A. % to DEEP, W/1/16" MAX. TOLERANCE IN BOTH DIAMETER & DE \\G S (2) ENGAGEMENT HOLE DRILLED IN CONCRETE SHALL BE �C•'•. PERMANENTLY PROTECTED BY FITTING PLASTIC BUSHINGI, (SEE DETAIL 1) INTO HOLE. IT SHALL BE THE RESPON.I �% 44rsi OF SHUTTERS'S OWNER TO PERMANENTLY KEEP SUSHI G • FREE OF DUST & MOLD BY REMOVING IT FROM ENGA 1: HOLE, CLEANING IT AND REPOSITIONING IT INTO HOLE S% ts INDICATED ON ABOVE DETAIL. 0oF STORM �'AL Elw ANCHORS '''��////////� Florida Building Code (High Velocity Hurricane Zone) • • • • • ••1 • • • • 1 • • • 1 •••• • • • • • • • • • • • • • • • • 40mm SLAT ROLL -UP SHUTTER DRAWN BY: F.R.L. ROLLINGSHIELD, INC. 9875 N.W. 79th AVE HIALEIH GARDENS, FL. 33076 Phone : (305)436—e661 . Fa.: (305)436-5523 05/13/15 DATE eQY, ,. lt5c '1A1R 617r RV N. asae►nar MD: 15-128 DRAWING No OLD 14-014 at/13/15 SHEET 9 OF 16 A 1 POURED CONCRETE W/ 4' MIN. IT8CKNESS REQUIRED 1 1/2 ir1 1/z xl/8'x MULLION DEPTH Alum. ANGLE (EACH SIDE) W/ (21 J/8 ii KM BOLT 72 W/ 2 16n. EMBEDMENT TO SLAB (Typ. TOP & Bomar). ®® EXISTING GLASS 0/4 OR R/4 ®®oR 1" x 2" x l 6' Cont. ALUMWUU W/1/4%x1 3/4' TAPCON ANCHORS O 12'0. C. POURED CONCRETE W/ 6' MIN. THICKNESS REQUIRED 00R0 (ONLY FOR W-W(2)) S4) W4EACH ANGLE. 3 xJ x3/8x 0'-3' (6061-T6 ALLOY) Num. ANGLE AT SINGLE SPAN & 3x3'x3/8x0'-6' (6061-T6 ALLOY) mum. ANGLE AT MULTIPLE SPAN W/ (1) 1/2'. IFRU BOLT AT SINGLE SPAN h (2) 1/2 0 TWRU BOLTS AT MULTIPLE SPAN. USE 7/61 0.0.x 3Sy' 776CK WASHER W/ TNRU BOLTS. 0/4 OR R/4 O (2) 1/2' 0 7NAU BOLTS (Typ. TOP & BOTTOM) POURED CONCRETE W/ 4' 7I8d THICKNESS REQUIRED .500' urn. Typ. FLOOR/CEILING MOUNTING : SECTION W-W (1), W/O HEADER SECTION W-W (2), W/HEADER SCALE : 1/8' = 1' ® r- - - - - r-----I- I I I I I I 1/2' I V/ 1.___/2_,/2- 1 I I 1 -v - 4.re4aa,. ®®00 10 01 3' x 3' ALUMINUM ANGIE I I .1 ELEVATION/X\ SCALE : 1/8' = 1' 1' x 2" x 1//68 Cont. ALUMINUM /MIX W/ Vert 3/4' TAPCON ANCHORS b 12" 0. C. POURED CONCRETE W/ 4' MIN. THICKNESS REQUIRED ®OR 0 3 x3 x3/8"x0'-J' (6061-T6 ALLOY) W/ (4) 1/4 0x1' TD( SCREW TO READER h (l) 1 2 / oviK BOLT 12 W/ 3 1/4' Mm. ENT TO WALL. ALTERNATIVE :1 WALL MOUNTING : SECTION W-W (3) SCALE : 1/8' a 7' NOTE: VALID FOR ALL SPANS AND LOAD COMBINATIONS. ELEVATION/X1 SCALE : 1/8' = 1' ®®0R �:�a' 3/4' II 1 1 1 1 ® OR O BEYOND (2) 2x4'x1/4 x0'-5' Alum. ANGLE W/ (4) l/40 T7IRU BOLT TO HEADER & (2) J/80 KW1K BOLT TZ W/ 2' Min. EMBEDMENT TO WALL. USE 2'x7`x1/4 x0'-5' Alum. ANGLES FOR CASES W/ 3' BUILD -OUT TUBE. ALTERNATIVE :2 WALL MOUNTING : SECTION W-W(3) SCALE : 1/8" = 1' NOTE: VALID FOR ALL SPANS AND LOAD COMBINATIONS. (EXTENDED PASSED OPERIM) 5.000' (2) 2x4 xl/4x0'-5' Alum. ANGLE W (4) 1/40 MU BOLT TO HEADER & (2) 3/8 0 !MK BOLT 7Z W/ 2' Min. EMBEDMENT TO WALL USE 2'x7 x1/4 x0'-5' Alum. ANGLES FOR GASES W/ 3' BUILD -OUT TUBE. ELEVATION/X2 TYPICAL HEADER CONNECTION AT ENDS: SECTIONS W-W SCALE : 1/6' = 1' RATING UP TO 130.0 psi W/ 6-0' Mox. MULLION MULLION SPACING AND SHALL BE 4' MIN. THICK POUItI0 GREATER MULLION SPAN AND A.S.D. PRESSURE RATINGN 2 irNULl10N S DEPTNs 1/8" Cont. ALUMINUM TUBE W/ 2x2x1/8x0'-2' ALUMINUM ANGLE AT MULLION W/ (3) 1/40x3/4" TEK SCREW EA LEG. ()oP/BOTTDM) 2'x2 `x l/4'x0'-6' (6061-T6 ALLOY) Alum. ANGLE EA SIDE W/ (2) 5/160 TAPCON XL W/ l 1 2' Min. EMBEDMENT WALL. OR USE (2) 3/8'41 KW7K BOLT 7Z W/ 2' Min. OMBEOMENT TO POURED CONCRETE WALL (4' MIN. THICK). USE (2) 3/8 0 TNRU BOLTS To MULLION. POURED CONCRETE W/ 4' MIN. THICKNESS 060010ED. CUSTWO CUSS POURED CONCRETE W 4" MIN. THICKNESS DUIRED OR GROUTED CONCRETE BLOCK WALL REWIRED. SEE NOTE 1. WALL MOUNTING : MULLION CON AT TOP & BOTTOM : SECTION SCALE: 1/8'= 1' NOTE 1 • 7 1 x2 x 1/8' Cont. ALUMINUM ANGLE W/ Y.0x3/4' TEK SCREW O 12" 0.0 • — 1 • • • • • • • • NO HEADER & 'STORM BAR ALIOIFA • =,LUST SPUT RNA 41P MULLKWS •t• • • TRACKS W/ FACE MOUNT: • • •••• • • •• •• •••• • • • • • • • • • • •• •• • • • • • • • • •• 1'xTx1/8 cCONT. ALUM ANGLE W/ 1/40x 1/2" TEK SCREW O 12' O.C. 2'x2'x1/4'x0'-6" (6061-T6 ALLOY) Alum. ANGLE E4 SIDE W/ (2) 5/160 TAPCON XL W/ 1 1/2" Min. EMBEDMENT TO GROUTED CONCRETE BLOCK OR POURED CONCRETE WALL. ORUSE (2) 3/80KINKBOLT I2W/ 2' Min. EMBEDMENT 7O POURED CONGNttt WAL THICK) ••� P��U BOLLS • v / r*1 No,4 EXISTING WALL MAY BE GROUTED CONCRETE BLOCK X& D. DESIGN PR*SURE or �s`cl .RIDa �••''/ 7 'c •••.......•• ,� TO MULLION 3�1 Florida Building Code (High Velocity Hurricane Zone) 02015 TILTECO INC. /ThNC.\ TILUT TESTING & ENGINEERING COMPANY 0355 N.W. 361h. SI., SI.. 305, VAGINA GARDENS, F1. 3316e Phone : (305)e71-1530 . Fox : (305)671-1531 e-moil: til(ecoAaol.com EB-0006719 WALTER A TILUT Jr, P.E. FLORIDA Uc. f 44167 40mm SLAT ROLL -UP SHUTTER DRAWN 8Y: F.R.L. ROLLINGSHIELD, INC. 9875 N.W. 79th AVE. HIALEAH GARDENS, FL J3016 : (305)436-6661 . Fes : (305)436-5323 05/13/15 DATE ICY. So olsoarnor nar MY. N. oaaernoi arr 15-128 DRAWING No 01D 14-014 05/13/15 SHEET 10 OF 16 • • • • • • • • • • • • • • • • •• • • • WOOD HEADER REQUIRED EXISTING WINDOW 2 "x4 CONT. SILL PLATE REQUIRED 1/4" 0 LAG SCREW 0 Ea. STUD W/ 1 1/2" Min. THREADED PENETRATION 1" x 2 x 1/8" Cont_ Alum. ANGLE (6063-T6 ALLOY) 1 "x2"x1/8" Cont. Alum. ANCLE (6063-T6 ALLOY) W/ 1/4 0 LAG SCREWS 0 12" O.C. W/ 1 1/2 'Hirt. THREADED PENETRATION 0 MIOW/DTH OF PLATE WOOD STUD O 24" O. C. MAX REQUIRED WALL MOUNTING INSTALLATION SINGLE SPAN CONDITION N. T. S. 1/4" 0 LAC SCREWS 0 6" O. C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD STUD. PLAN A (SECTION) WALL MOUNT SCALE : 3/8' = 1" ..hldd1111 411i1111 11111i:1, ::):1:=11 • PLAN B (SECTION) INSIDE MOUNT SCALE: 3/8"= 1" 2' x 4 WOOD STUDS REQUIRED 0 CORNER (TYPICAL) :250" Max. 2"x2xI/8" Cont. Alum. ANGLE 1/4 Ax3/4" 7EK SCREW 0 6" O.C. 1/40 LAG SCREWS ® 6" 0. C. W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING WOOD STUD. NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D DESIGN PRESSURE RATING UP TO 72.0 psf AND FOR SHUTTERS W/0 STORM BARS HEADERS AND MULLIONS. 2. FOR NEW FRAME CONSTRUCTION: WOOD MEMBER TO BE SOUTHERN PINE No. 2 W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. MAX 2' x 4" WOOD STUDS REQUIRED 0 CORNER (TYPICAL) 1/40 x 3/4" TEK SCREW 0 6' O.C. 0 2015 TILTECO INC. —0 • • • 4 • • • • •• • • • • ••••4• • • •.41-41.0a • • . • •• . • • • • • • ••�11 •• • • • • • • • • • • 4 •• •• •••• • • • • • • • • • • • • • • • • • .• . ••• 4 • • •1 2" x 4" WOOD STUDS REQUIRED 0 CORNER (TYPICAL) 1/4' 0 LAG SCREWS 0 6" O. C. 11,4 Min. TFJ[oMED 8EN TO 1- lk '� 1"x3"xi/8;4" E i/eo 3"x3"x1/810R y.' xj�`�'•. C CONT. BU(D-OUL'TUBE ` : No.44167 `_• 1 . * :*I Jr '�o STATE OF & I ��'. AlOR1Da `4" ,% 9 tr4._"...... v1,�, PLAN C (SECTION) BUILD -OUT SCALE : 3/8" = 1• I/1tIiZNC.\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. 51.. 5t.. 305, 1ARGViN GARDENS. i1. 33156 Phone : (305)071-1530 . Fox : (305)871-1531 e—mail: tiltecoeool.com EB-0006719 WALTER A TILLIf Jr. P.E. FLORIDA Lie. 44167 Florida Building Code (High Velocity Hurricane Zone) SLAT ROLL -UP SHUTTER DRAWN Er.• F.R.C. 40mm ROLLINGSHIELD, INC. 9875 N.W. 79th AVE. HIALEAH GARDENS, FL 3J016 Photo : (305)436-6661 Fat : (305)436-5523 05/13/15 DATE AYV. N. teSORPOON Geri REV. No O 7CMItMN 15-128 DRAWING No OLD 14-014 03/13/11 SHEET 11 OF 16 SLAT PERFORMANCE CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s. f.) AND CORRESPONDING MAXIMUM SLAT SPAN "L" FOR TYPE 1 SLAT (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVES A.S.D. LOADS) MAX. A.S.D. DESIGN PRESSURE RATING (p.s.f.) MAXIMUM SLAT SPAN MINIMUM SEPARATION TO GLASS SINGLE & MULTIPLE UNIT • SINGLE & MULTIPLE UNIT •• SINGLE & MULTIPLE UNIT ••• 40.0 OR LESS 4'-0.. 2 7/8' 2 5/8" 45.0 3'—io" 2 7/8' 2 5/8' 50.0 3'-9" 2 7/8' 2 5/8" 55.0 3'-7" _ 2 7/8" 2 5/8" �60. j 3" '-6- ! '2=7/8'7 J 2 5/8" 65.0 J'-5" \. 2 7/8" 2 5/8" 70.0 3'-4" 2 7/8" 2 5/8" 75.0 j'—j" 2 7/8' 2 5/8" 80.0 3'-2" 2 7/8" 2 5/8' 85.0 3'-1" 2 7/8' 2 5/8' 90.0 3'-1 " 2 7/8" 2 5/8' 95.0 3'-0" 2 7/8" 2 5/8" 100.0 2'-11" 2 7/8" 2 5/8" 105.0 2'-11' 2 7/8' 2 5/8" 110.0 2'-10" 2 7/8" 2 5/8' 115.0 2'-10" 2 7/8' 2 5/8" 120.0 2'-9" 2 7/8" 2 5/8" 125.0 2'-9" 2 7/8' 2 5/8" 130.0 2'-8" 2 7/8' 2 5/8" 135.0 2'-8" 2 7/8" 2 5/8" 140.0 2'--7' 2 7/8" 2 5/8' 145.0 2'-7" 2 7/8" 2 5/8' 150.0 2'-7" 2 7/8' 2 5/8' •• '�SINGLEESPAN. C F--L L ❑ ❑ F.-- CD MULTIPLE SPAN SPAN LAYOUT • SPANS VALID FOR EVERY INSTALLATION LOCATED AT ANY ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. MINIMUM SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL BE MEASURED FROM BACK OF SLAT TO GLASS. MINIMUM SEPARATION TO CLASS FOR SHUTTERS INSTALLED WITHIN THE FIRST 30'-0" ELEVATION OF BUILDING AND MAXIMUM SPAN. SEE TABLE 1 FOR Min. SEPARATION TO GLASS FOR SPANS LESS THAN THE Max. ALLOWED. MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30'-0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. TABLE 1: SLAT SPAN (ft) MINIMUM SEPARATION TO GLASS 48" OR LESS 2 7/8" NOTE : THE TOTAL SLAT DEFLECTION AFTER ADDING THE DEFLECTION OF THE HEADER AND/OR THE STORM BAR SHALL NOT EXCEED A MAXIMUM OF 2" OR L/30 IN THE POSITIVE DIRECTION AND A MAXIMUM OF L/30 IN THE NEGATIVE DIRECTION. • • • • • •• • • • • • • • • • • • • • • • • • • • •••• .• •• ••.• • • •••• • •. • • •• •• • • • • • • • • • • •• • • .•. • . • • *6:0,�,/1/1I///0y�yi 00 . .4v.,...-... ........ E..4....e....../..43. No.44167 • S * : * • STATE of ; � °,� ‘..:`.ZORroa �' 4miti fix,: -+-.� 7*ficaso • •• Florida Building Code (High Velocity Hurricane Zone) 0 2015 TILTECO INC. /1itI?ZINC.\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Su. 305. VIRCAM GARDENS, FL 33166 Phone : (305)671-1530 . Fax : (303)671-1531 e-mail: tilleco000l.com EB-0006719 WALTER k TILLfT Jr. P.E. FLORIDA LIG. 441,57 40mm SLAT ROLL —UP SHUTTER DRAWN 8Y: F.R.L. ROLLINGSHIELD, INC. 9875 N.W. 79th AVE N41LEAH GARDENS, FL. 3J016 Phone : (305)436-6661 . Fax : (305)4.M-5523 05/13/15 DATE NY. x+. aesrmnKw arF RL1: 6. M/i 15-128 DRAWING No OLO 14-014 eu/r3/ui SHEET 12 OF 16 • • • •• • • • • STORM BAR LOAD/NQ CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOADS) MAX. SPAN FOR STORM BARS W/REGULAR CONCRETE ANCHORS MAX. A.S.O. DESIGN PRESSURE RATING (p.s.r.) C TYPE 1 STORM B4R 2" x 2' x 3/16" 7YPE 2 STORM B4R O 2' x 3" x 1/8" TYPE 3 STf1RM BAR ) 2" x 4" x 1/8" * STORM BAR SPACING * STORM 64R SPACING * STORM BAR SPACING F 3'-0' 3' TO 4' S 3'-0" 3' TO 4' S 3'-0" 3' TO 4' 40 OR LESS 6'-0" 6'-0" 6'--0" 7'-10" 10'-3" 9'-6" 45 - 50 - 6'-0" 6'-0" 6'-0" 8'-4" 7'-4" 9'-11 " 8'-11 " - 6'-0" 8'-1 " 7'-0" 9'-8" 8'-6" 55 6'-0" 5'-10" 7'-8" 6'-8" 9'-4" J 8'-1 " 60 6'-0" 5'-7" 7'-4" 6'-4" 8'-11 " 7'-9" 65 - 6'-0" 5'-5" 7'-1 " 6'-1 ' 8'-7" 7'-5" 70 J 6'-0" 5'-2" 6'-10" - 5'-11 " 8'-3" 7'-2" 75 _ _5'-9" 5'-0" 6'-7" - 5 -B" 8'-O" 6'-11 " 80 5'-7" 4'-10" 6'-4" 5'-6" 7'-9" 6'-9" 85 5'-5" 4'-8" 6'-2" 5'-4" 7'-6" 6'-6" 90 -- - 95 100 5'-3" 4'-7" 4'-5" 6'-0" 5'-2" 5'-1" 4'-11 " 7'-4" 6'-4" 5'-2" 5'-10" 7'-1" 6'-2" 5'-0" 4'-4" 5'-8" 6'-11 " 6'-0" 105 4'-!!" 4'-3" 5'-7" 4'-10" 6'-9" 5'-10" 110 - 4'-9" 4'-2" 5'-5" 4'-8" 6'-7" 5'-9" 115 4'-8" 4.-1" 4'-0" 5'-4" 4'-7" 6'-6" 5'-7" 120 4'-7" 5'-2" 4'-6" 6'-4" 5'-6" 125 4'-6" 3'-11 " 5'-1 " 4'-5" 6'-2" 5'--4" 130 135 4'-5" 3'-10" 3'-9" 5'-0" 4'-4" 4'-3" 6'-1 " 5'-3" 4•-4" 4'-11 " 6'-0" 5'_2" 140 4'-3" 3'-8" 4'-10" 4'-2" 5'-10" 5'-1 " 145 - 4'-2" - 3'-7" 3'-7" 4'-9" 4.-1" 4'-0" 5'-9' 5'-0" 150 4'-1 " _ 4'-8" 5'-9" 4'-11 " * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. STORM BAR LOADING CHART MAX/MUM A.S.D. DESIGN PRESSURE RATING (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (usE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOADS) MAX. SPAN FOR STORM BARS W/SPRING-LOADED SYSTEM MAX A.S.D. DESIGN RATING (p.s.f) © TYPE X 1STORM/BAR O TYPE STORM 1/BAR 3" xPRESSURE O T1P X3STORM /BAR * STORM BAR SPACING * STORM B4R SPACING * STORM BAR SPACING < 3'-0" 3' TO 4' < 3'-0" 3' TO 4' < 3'-0" 3' TO 4' 40 OR LESS 4'-5" 3'-4" 8'-0" 6'-0" 10'-0" 7'-9" 45 3'-11 " 3'-0" 7'-1 " 5'-4" 9'-2" 6'-11 " 50 3'-7" 2'-8" 6'-5" 4'-10" 8'-3" 6'-2" 55 3'-3" 2'-5" 5'-10" 4'-4" 7'-6" 5'-8" 60 3'-O" 2'-3" 5'-4" 4'-0" 6'-11 " 5'-2" 65 2'-9" 2'-1 " 4'-11 " 3'-8" 6'-4" 4'-9" _ 70 2'-6" 1 '-11 " 4'-7" - 3'-5" 5'-11 " 4'-5" - 75 2'-4" 1'-9" 4'-3" 3'-2" 5'-6" 4.-1" * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • .• •• • • • • • • • • • • • • • • • • • • • • •. Florida Building Code (High Velocity Hurricane Zone) 0 2015 11LTECO INC. /1itIiNC.\ TILLIT TESTING & ENGINEERING COMPANY 6353 N.W. 36111. Sl-, Ste 305. NRGPM GARDENS. n. 33166 Phone : (305)071-1530 . Fax : (305)671-1631 e—mail: tilleco0aol.com E6-0006719 WALTER k 11LLIT Jr. P.E. FLORIDA IJc. jl 44167 40mm SLAT ROLL -UP SHUTTER DRAWN BY: F.R.L. ROLLINGSHIELD, INC. 9875 N.W. 79th AVE HIALEAH GARDENS, FL. J3016 Phan ; 4103)6t6-6661 . For : (3051436-3523 05/13/15 DATE ►/Y. No 6r7YRIIKw 041T WY. N. 0flORMION DAR 15-128 DRAWING No arD 1.-014 07/13/171 SHEET l3 Of 16 STORM BAR LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOADS) MAX. SPAN FOR STORM BARS W/REGULAR CONCRETE ANCHORS MAx. A.S.D. DESIGN PRESSURE RATING (p.s.1.) F f1E 4 STORM BAR 2" x 4" x 1/4" 1 TYPE 5 STORM BAR O (2) 2" x 3" x 1/8" �-1 TYPE 6 STORM 84R O (2) 2" x 4" x 1/4" * STORM BAR SPACING * sTORM BAR SPACING * STORM B4R SPACING .< 3'-0" 3' TO 4' - 3'-0" 3' TO 4' < 3'-0" 3' TO 4' 40- 0R- LESS - -11 '-10"- -11'--0"-- "._ _ 10'-3"- - - --- 9'-6"- - -� -14'-1 "- - - 13'=1 "- - - 12'-9" 45 11'-6" 10'-8" 9'-11 " 9'-3" 13'-8" 50 11'-2" 10'-5" 9'-8" 9'-0" 13'-4" 12'-5" 55 10'-11 " 10'-2" 9'-5" 8'-9' 13'-0" 12'-1 " 60 10'-8" 9'-11 " 9'-3" 8'-7" 12'-9" 11 '-10" 65 10'-6" 9'-9" 9'-1 " 8'-5" 12'-6" 11 '-7" 70 75 10'-4" 9'-6" 8'-11" 8'-3" 12'-3" 11'-5" 11 '-2" 10'-1 " 9'-2" 8'--9" 8'-1 " 12'-O" 80 9'-11" 8'-11" 8'-7" 7'-10" 11'-10' 11'-0" 85 9'-10" 8'-7" 8'-5" 7'-7" 11'-8" 10'-10" 90 95 9'-8" 8'-5" 7'-4" 11'-6" l0'-8" 10'-7" 10'-5" 9'-5" 8'-2" 7'-- 11 " _ _8'-4" 8'-3" 7'-2" 11'-4" 100 9'-2" 8'-1 " 7'-0" 11'-2" 105 8'-11 " 7'-9" 7'-11 " 6'-10" 1 1 '-1 " 10.-4" 110 8'-9" 7'-7" 7'-8" 6'-8" 10'-11 " 10.-2" 115 120 8'-7" 7'-5" 7'-6" 6'-6" 10.-10" 10'-1 " 9 -11 " 8'-5" 7'-3" 7'-4" 6'-5" 10'-8" 125 8'-3" 7'-1 " 7'-3" 6'-3" 10'-7" 9'-10" 130 8'-1 " 7'-0" 7'-1 " 6'-2" 10'-6" 9'-9" - - 9.-8" 135 _ 140 145 7'-11 " 6'-10" 6'-11 " 6'-0" 10'-5" 7'-9" 6'-9" 6'-10" 6'-8" 5'-11 " 10'-4" 9'-6" 7'-7" 6'-7" 5'-10" 10'-2" 9'-4" 150 7'-6" 6'-6" 6'-7" 5'-9" 10'-1 " 9'-2" * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. STORM BAR LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RAZING (p. s. ff) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOADS) MAX. SPAN FOR STORM BARS W/SPRING-LOADED SYSTEM MAX. A.S.D. DESIGN PRESSURE RATING (p.s. f.) TYPE 4 STORM BAR F 2" x 4• x 1/4" TYPE 5 STORM BAR ®(2) 2" x 3" x 1/8" TYPE 6 STORM BAR 1 (2) 2 x 4" x 1/4" * STORM 84R SPACING * STORM BAR SPACING * STORM BAR SPACING 3'-0" 3' TO 4' < 3'-O" 3' TO 4' < 3'-O" 3' TO 4' 40 OR LESS 10'-4" 7'-9" 10'-3" 9'-6" 14'-1 " 12'-1 " 45 9.-2.. 6'-11 " 9'-11 " 8'-11 " 13'-8" 10'-8" 50 8'-3" 6'-2" 9'-8" 8'-0" 72'-10" g'-8" 55 7'-6" 5'-8" 9'-5" 7'-3" 11'-8" 8.-9" 60 6'-11 " 5'-2" 8'-11 " 6'-8" 1O'-8" 8'-O" 65 6'-4" 4'-9" 8'-2" 6'-2" 9'-11 " 7'-5" - - 70 5'-11 " 4'-5" 7'-7" 5'-9" 9'-2" 6'-1 1 " 75 5'-6" 4'- i " 7'-1 " 5.-4" 8'-7" 6.-5" * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. AA. * e No. 4416T �, STATE OF ss •� • • • • • •• • . . ••.• • • • • • • • • • • • • • •. •• •••. • . • . •• •• ...• • • • • • • • . • .. • • . • •.. • • • Florida Building Code (High Velocity Hurricane Zone) 0 2015 TILTECO INC. / IILIEC INC. \ TILLIT TESTING do ENGINEERING COMPANY 6355 Phone : (305)871- 305, WOWS. �i� 1530. Fax (305)8711-1531 e-mail: tilteco0ool.com EB-0006719 WALTER A. TILLfT Jr. P.E. FLORIDA Lie. # 44167 40mm SLAT ROLL —UP SHUTTER DRAWN BY: F.R.L. ROLLINGSHIELD, INC. 9875 N.W. 791h ATE HIALEAH GARDENS FL 33016 Frion.: (J05)4J8-6661 - For : (J0.5}136-552J 05/13/15 DATE —v. K ascemnW 041r MY. Ile DENCRIDON AIR 15-128 DRAWING No OLD 14-014 05/ri/I5 SHEET 14 OF 16 STORM BAR LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOADS) MAX. SPAN FOR STORM BARS W/SPRING-LOADED SYSTEM MAX. A.S.D. DESIGN PRESSURE RATING (p.5.1.) TYPE T STORM B4R © 2" x 2" x 3/16' TYPE 2 STORM BAR O 2' x 3' x 1/8" TYPE J STORM BAR O 2' x 4' x 1/8' * STORM BAR SPACING * STORM BAR SPACING * STORM 84R SPACING S 3'-0" 3' TO 4' S 3'-0" 3' TO 4' . 3'-0' 3' TO 4' 40 OR LESS 4'-5" 3'-4" 8'-0" 6'-0" 10'-0" 7'-9" 45 3'-11 " 3'-0" 7'-1 ' 5'-4" 9'-2" 6'-11 " 50 3'-7" 2'-8" 6'-5" 4'-10" 8'-3" 6'-2" 55 3'-3" 2'-5" 5'-10" 4'-4" 7'-6" 5'-8" 60 3'-0" 2'-3" 5'-4" 4'-0" 6'-11" 5'-2" 65 2'-9" 2'-1' 4'-11" 3'-8" 6'-4" 4'-9" 70 2'-6" 1 '— l 1 ' 4'-7" 3'-5" 5'-11 ' 4'-5" 75 2'-4" 1'-9" 4'-3" 3'-2" 5'-6" 4'-1" * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. • . ••••.• • • • • • • •• • • • • • • STORM BAR LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOADS) MX. SPAN FOR STORM BARS W/SPRING-LOADED SYSTEM MAX. A.S.D. DESIGN PRESSURE RATING (p.s.f.) F TYPE 4 STORM 84R 2" x 4' x 1/4' TYPE 5 STORM BAR 1 (2) 2' x 3' x 1/8" TYPE 6 STORM BAR F1 (2) 2" x 4' x 1/4' * STORM BAR SPACING * STORM BAR SPACING * STORM BAR SPACING S 3'-0" 3' TO 4' S J'-0" 3' TO 4' S 3'—O" 3' TO 4' 40 OR LESS 10'-4" 7'-9" 10'-3" 9'--6' 14.-1 " 12'— 1 " 45 9'-2 " 6'-11 " 9'-11 " 8'— i l " 13'-8" 10'-8" 50 8'-3" 6'-2" 9'-8" 8'-0' 12'-10" 9'-8" 55 7'-6" 5'-8" 9'-5" 7'-3" 11 '-8" 8'-9" 60 6'-1 l ' 5'-2" 8'-11 " 6'-8' 10'-8" 8'-0" 65 6'-4" 4'-9" 8'-2" 6'-2' 9'-11" 7'-5' 70 5'-11 " 4.-5" 7'-7' 5'-9" 9'-2' 6'-11 " 75 5'-6" 4'-1 " 7'-1 " 5'-4' 8'-7" 6'-5" * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. 0 2015 11LTEC0 INC. /- IL ECO I N TILLIT TESTING & ENGINEERING COMPANY 6355 N.N. 36th. St. St.. 305, NROLMA CAROMS. Fl 33166 P1,on.: (305)871-1530 . Fos (305)671-1531 e-mail: tilteco®aol.com Ee-0006719 WALTER A TILLIT Jr. P.E. FLORIDA Lic. B 44167 �0!0,:t.o A. Tj/7,, i NO. 44167 * • :. ASS .,•4...... _n1 •SAL ,< vri1�11/I/lf Florida Building Code (High Velocity Hurricane Zone) � • • •••• • • • • • • • • • •••• •• •• • • •• •• • • • • • • • • • • .• • •••• • • • • • • •.• • 40mm SLAT ROLL -UP SHUTTER DRAWN 8Y: F.R.L. .• ROLLINGSHIELD, INC. 9875 NW. 7911) AVE HIALEAH GARDENS FL. 33016 F1..n.: (w5)a6-6861 Fox : (305)436-5523 05/13/15 DATE PLY. No ocxxspnox AIIE RIV. N. 15-128 DRA117NG No OLD 14-014 05/13/15 SHEET 14A OF 16 • • ••••. •� • •••••.• • HEADER LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF HEADER. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOADS) MAX. A.S.D. D DES1D1© PRESSURE RATING (f) TYPE 1 HEADER 2" x 3' X 1/8' O TYPE 2 HEADER 2" x 4' X 1/8" © TYPE 3 HEADER 2" x 4" X 1/4" STORM BAR HEIGHT STORM BAR HEIGHT STORM BAR HEIGHT < 5'-0" 5' TO 7' < 5'-0" 5' TO 8' 6'-0" 6' TO 8' 8' TO 10' 10' TO 12' 12' TO 14' 40.0 OR LESS 9'-11" 8'-4" 12"-2" 9'-8" 14'-10" 12'-10" 11'-6" 10'-6" 9'-9" 45.0 9'-4" 7'-11 " 11 '-6" 9'-1 " 14'-0" 12'-2" 10'-10" 9'-11 " 9'-2" 50.0 8'-10" 7'-6" io'-11 " 8'-8" 13.-4" 11 '-6" 10'-4" 9'-5" 8'-8" 55.0 8'-5" 7'-2" 10'-5" 8'-3" 12'-8" 11'-0" 9'-70" 9'-0" 8'-4" 60.0 8.-1" 6'-10" 10'-0" I 7'-11 " 12'-2" 10'-6' 9'-5" 8'-7' 7'-11 ' 65.0 7'-9" 6.-7" 9'-7" 7'-7" 11'-8" 10'-1" 9'-O" 8'-3" 7'-8" 70.0 7'-6" 6'-4" 9'-3" 7'-4" 11'-3" 9'-9' 8'-8' 7'-11" 7'-4" 75.0 7'-3" 6'-1" 8'-11 " 1 7.-1" 10'-10" 9'-5" 8'-5" 7'-8" 7.-1" 80.0 7'-0" 5'-11 " 8'-8" 6'-10" 10'-6" 9'-1 " 8'-2" 7'-5" 6'-!?' 85.0 6'-9" 5'-9" 8'-5" 6'-7' 10'-2" 8'-10" 7'-11 " 7'-3" 6'-8" 90.0 6'-7" 5'-7' 8'-2" 6'-5" 9'-11" 8'-7" 7'-8" 7'-0' 6'--6" 95.0 6'-5" 5'-5" 7'-!?" 6'-3" 9'-8" 8'-4" 7'-6" 6'-10" 6'-4" 100.0 6'-3" 5'-3" 7'-9" 6'-1' 9'-5" 8'-2" 7'-3" 6'-8" 6'-2" 105.0 6.-1" 5'-2" 7'-6" 6'-O" 9'-2" 7'-11 " 7'-1" 6'-6" 6'-0" 110.0 6'-O" 5.-1" 7'-4" 5'-10" 9'-0" 7'-9" 6'-!!" 6'-4" 5'- lO" 115.0 5'-10" 4'-11" 7'-2" 5'-8" 8'-9" 7'-7" 6'-9" 6'-2" 5'-9' 120.0 5'-9' 4'-10" 7'-1" 5'-7" 8'-7" 7'-5' 6'-8" 6.-1- 5'-7" 125.0 5'-7" 4'-9" 6'-11 " 5'-6" 8'-5" 7'-3" 6'-6" 5'-11 " 5'-6` 130.0 5'-6" 4'-8' 6'-9" 5'-4" - 8'-3" 7'-2" 6'-5" 5'-10" 5'-5' 135.0 5'-5" 4'-7" 6'-8" 5'-3" 8.-1" 7'-0' 6'-3" 5'-9" 5'-4" 140.0 5'-3" 4'-6" 6'-6" 5'-2" 7'-11 " 6'-11 " 6'-2" 5'-7" 5'-2" 145.0 5'--2' 4'-5" 6'-5" 5.-1" 7'-10" 6'-9" 6.-1" 5'-6" 5'-!" 150.0 5'-1" 4'-4" 6'-4" 5'-0" 7'-8" 6'-8" 5'-11' 5'-5" 5'-0" © 2015 TILTECO INC. IL E C O INC. TILLIT TESTING Sc ENGINEERING COMPANY 6355 N.W. 361h St., Ste. 305, %IRMR A CAROCHS. L 33166 Phon• : (305)071-1530 . Fax : (305)671-1531 e-mail: tiltecoOaol.com EB-0006719 WALTER A. TILUT Jr. P.E. FLORIDA Uc. g 44167 • - • • •• • • • • • • • •••• • • •• •• • • • • • • • • • •• • 1,011111/00A, * i •• STATE TE pFi . aaisrk. URiPF.••:p. �H✓ to•Onn • s. et•A, ..r111166��` • • • • • • • • • • • •• •• • • • • o • • • •• • • • • • • • • • • • • Florida Building Code (High Velocity Hurricane Zone 40mm SLAT ROLL —UP SHUTTER DRAWN 8Y F.R.L ROLLINGSHIELD, INC. 9875 N.W. 791h AVE. HIALEAH GARDENS% FL 33016 Moen : (305)436-6681 Fex : (3(15)436-6523 05/13/15 DATE Y. Me DLsnRIPrbN Mir ![1: No 6tscArnON a1r 15-128 DRAWING No OLD 14-014 os/IJ/15 SHEET 15 OF 16 MULLION LOADING CHART MAXIMUM A.S.D. DESIGN PRESSURE RATING (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L"(Ft) FOR A GIVEN TYPE OF MULLION AND MULLION SPACING (Ft.). (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOADS) MAX, AS.D. DESIGN PRESSURE RATING (p.s.f.) TYPE 1 MULLION N 3' x 4• x 1/6' TYPE 2 MULLION 4" x 4' x 1 4" / P TYPE 3 MULUON 4' x 6' x .250' MULLION SPACING MULLION SPACING MULLION SPACING ‘ 4'-0" 4' TO 5' 5' TO 6' 6' TO 8' S 4'-O" 4' TO 5' 5' TO 6' 6' TO 8' a: 4'-0" 4' TO 5' 5' TO 6' 6' TO 8' 8' TO 10' . 10' TO 12' 40.0 OR LESS 9'-0" 8'-4" 7'-10" 8'-2" 11'-9" 10'-11" lO'-3" 10'-9" 16'-4" 15.-2" 14'-3" 14'-10" 13'-10" 13'-0" 45.0 8.--8" 8'-0" 7'-7" 7'-10" 11'-4" 10'-6" 9'-11" 10'-4" 15'-8" 14'-7" 13'-8" 14'-4" 13.-3" 12'-6" 50.0 8'-4" 7'-9" 7'-3" 7'-7" 10'-11 " 10'-2" 9'-7" 10'-0" 15'-2" 14'-1 " 13'-3" 13'-10" 12'- lO" 12'-1" 55.0 8'-1" 7'--6" 7'-1 " 7'-4" 10'-7" 9'-10" 9'-3" 9'-8" 14'-8" 13'-7" 12'-10" 13'-4" 12'-5" 11 '-8" 60.0 7'- l0" 7'-3" 6'-10" 7'-2" 10'-3" 9'-7" 9'-0" 9'-5" 14'-3" 13'-3" 12'-5" 13'-O" 12.-1" 11 '-4" 65.0 7'-8" 7'-1 " 6'-8" 7'-0" 10'-0" 9'-4" 8'-9" 9'-2" 13'-11 " 12'-11" 12'-2" 12'-8" 11 '-9" 11 '-1 " 70.0 7'-5" 6'-11 " 6'-6" 6'- l0" 9'- 9" 9'- l " 8'-6" 8'- 71 " 13'-7" 12'-7" 11 '-10" 12'-4" 11 '-5" 10'-9" 75.0 7'-3" 6'-9" 6'-4" 6'-8" 9'-7" 8'-70" 8'-4" 8'-8" 13'-3" 12'-3" 11'-7" 12'-1" 11'-2" 10'-6" 80.0 7'-2" 6'-7" 6'-3" 6'-6" 9'-4" 8'-8" 8'-2" 8'-6" 12'- i 1" 12'-0" 11 '-4" 11 '-10' 10'- l 1" 10'-4" 85.0 7'-0" 6'-6" 6'-1" 6'-4" 9'-2" 8'-6" 8'-0" 8'-4" 12'-8" 11 '-9" 11 '-1 " 11'-7" 10'-9" 10'-1 " 90.0 6'-10" 6'-4" 6'-0" 6'-3" 9'-O" 8'-4" 7'-10" 8'-2" 12'-5" 11 '-7" 10'-11 " 11 '-4" 10'-6" 9'- l 1 " 95.0 6'-9" 6,-3" 5.-10" 6'-2" 8'-10" 8'-2" 7'-9" 8'-1" 12'-3" 11 '-4" 10'-8" 11 '-2" 10'-4" 9'-9" 100.0 6 '-7" 6'-2" 5'-9" 6'-0" 8'-8" 8"-1" 7'-7" 7'-11 " 12'-O" 11 '-2" 10'-6" 10'-11 " 10'-2" 9'-7" 105.0 6'-6" 6.-1" 5'-7" 5'- l 1 " 8'-6" 7'-11 " 7'-6" 7'-9" 11'-10" 11 '-0" 10'-4" 10'-9" - - 110.0 6'-5" 5'-11 " 5'-5" 5'-10" 8'-5" 7'-10" 7'-4" 7'-8" 11'-8" 10'-10" 10'-2" 10'-7" - - 115.0 6'-4" 5'-10" 5'-4" 5'-8" 8'--3" 7'-8" 7'-3" 7'-7" 11'-6" 10'-8" 10'-0" 10'-5" - - 120.0 6'-3" 5'-9" 5'-3" 5'-7" 8'-2" 7'-7" 7'-2" 7'-5" 11'-4" 10'-6" 9'- i 1" 10'-4" - - 125.0 6'-2" 5'-7" 5.-1" 5'-5" 8'-1" 7'-6" 7'-0" 7'-4" 11'-2" 10'-4 " 9'-9" 10'-2" - - 130.0 6.-1" 5'-6" 5'-0" 5'-4" 7'-11 " 7'-5" 6'-11 " 7'-3" 11 '-0" 10'-3" 9'-8" 10'-0" - I - 135.0 6'-0" 5'-5" 4'-11 " 5'-3" 7'-10" 7'-3" 6'- l0" 7'-2" 10'-11 " 10'-1 " 9'-6" 9'-11 " - - 140.0 5'-11 " 5'-3" 4'- l0" 5'-2" 7'-9" 7'-2" 6'-9" 7'-1 " 10'-9" 10'-0" 9'-5" 9'-10" - - 145.0 5'- l0" 5'-2" 4'-9" 5.-1" 7"-8" 7'-1 " 6'-8" 7'-0" 10'-7" 9'-10" 9'-3" 9'-8" - - 150.0 5'-9" 5'-1" 4'-8" 5'-0" 7'-7" 7'-0" 6'-7" 6'-11" 10'-6" 9'-9" 9'-2" 9'-7" - - NOTES : REFER TO ELEVATIONS ON SHEET 1A OF 16 1-. FOR MULLIONS INSTALLED W/O STQRM BARS A) MULLION SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED 2-. FOR MULLIONS INSTALLED. W/ STORM BARS & HEADERS A) MULLION SPACING SHALL BE SUCH THAT MAXIMUM HEADER SPAN SHALL NOT BE EXCEEDED B) STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED isc0.11 k 7741/;", i 71../No. d413 1:7 *i • -o '• STATE O j: ��F'•'▪ ,447 OR10�:.••.• 4 ▪ 101VALt go" Florida Building Code (High • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • •• •• •••• • • •••• • • • • ••• • • • •• Velocity Hurricone Zone) 0 2015 TILTECO INC. INC. TILLIT TESTING & ENGINEERING COMPANY 6355 NM. 36th Si, S4. 305, 18R888A CAROM, IL 33166 Phone : (305)671-1530 . Fox : (305)871-1531 e-moil: lilteco Oaol.c om E8-0006719 WALTER A. TILU1 Jr. P.E. FLORIDA Uc. l 44167 40mm SLAT ROLL -UP SHUTTER DRAWN BY: F.R.L. ROLL/NGSHIELD, INC. 9875 N.W.7911, AVE. HIALEAH GARDENS, FL. 33016 Phone : (30S)436-6661 Fox : (305)436-5523 05/1J/15 DATE RIK No D[TGv7xeN DINT At1: 6. nnovD6M MNr 15-128 DRAWING No OlD 14-014 05/13/15 SHEET 16 OF 16 • • • • •••••• • • • • •• • • •