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SHUTTERSDate 04/06/99 Job Address 1156 NE 101 ST Tax Folio 11- 3205 - 019 -0250 Mt S +1 O SG S Legal Description Historically Designated: Yes No Owner/Lessee / Tenant KEITH SU'T'TON Master Permit # L / t 4766 Owner'sAddress 1156 NE 101 ST Phone 305- 756 -3722 Contracting Co. MIAMI HOME SHUTTERS, INC. Address 4377 SW 75 Ave, Miami FL 33155 Qualifier NARCISO RODRIGUEZ State # 9790029 Municipal # PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Architect/Engineer KNEZEVICH & ASSOCIATES Bonding Company Address Mortgagor Address Permit Type (circle one). BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION INSTALLATION OF HURRICANE SHUTTERS Signature of owner and/ FEES: PERMIT Square Ft. 268.39 Estimated Cost (value) 1,650.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate pennits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contract r to o the work stated. ondo Presiden Date Notary as to Owner and/or Condo P sident Date My Commissir p resYANELI RODRIGU r % COMMISSION V C6OO7 C' EXPIRES NO BON DED THRO n ANTIC BONDING C•')., RADON APPROVED: Zoning Building Mechanical Plumbing C.C.F. 1 J NOTARY SS# - Phone 305 - 265 -1005 Competency # Ins. Co. Central Ganeral Ins. Address 641 Mokena Drive, Miami Spring FL 33166 Signature of Contractor or Owner- Builder Notary as to Contractor or Owner- :uilder My Commission Expires (/ YANEUS RODRIGUEZ ,� �� 6G ° OMM C ISSION * CC600723 � ,, EXPIRES NOV 11, 2000 BONDED THROUGH MI ANTIC BONDING CO.. INC. Electrical BOND TOTAL DUE 04/06/99 Date Date i Engineering tMIit1II llOIE SIIUTTEItS INC. 43,69 S.W. 75 Ave. - Miami Fl. 33155 Phone: (305) 265 1005 Fax: (305) 448 9666 102. x 432 x AZ! w�1 w Stittrm I I S 6 WE 101 S-- nuovrrvi, Si voce-c) , .- 3 313 305 - 3S6 - '4 za x64 wkw lag Zy2 who AWNING COMPANY, INC. SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM MAY 12, 1999 Building Official 10050 NE 2ND AVENUE MIAMI SHORES, FL. 33138 Dear MR. BUILDING OFFICIAL: 5795 N.W. 36th AVENUE • MIAMI, FLORIDA 33142 PHONE: (305) 635 -0900 / 1- 800 - 327 -0905 FAX (305) 634 -9078 PANEL We are the Dade County Notice of Acceptance Holder for the .063 ALUM. STORMunder number 97- 0620.01 PANEL This letter authorizes MIAMI HOME SIRS to use our -063 ALUM. STORM approved under number 97- 0620.01 to be used at the following job: KEITH SULTON 1156 NE 101 STREET MIAMI SHORES, FL 33138 Hurst Awning Company Inc. Frank S. Cornelius Magali Garmendia President or Executive Vice President 1 This form must accompany the application for building permit and shall become part of the permit documents. 2 The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. D:\PRODCNTL \PCLETTER \INFO \BLDGOFF\95 S H U EXP. SAM • MIAMI-0ADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Hurst Awning Company, Inc. 5795 N.W. 36 Avenue Miami FL 33142 The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 1021.02 (Revises No.: 97- 0620.01) Expires:07 /10/2000 Approved:02 /11 /1999 Internet mail address: postmast MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 0.063" Aluminum Storm Panel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be'alid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, ifit is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: bttp : / /www.buildingcodeonline.com ry Hurst Awning Company, Inc. ACCEPTANCE No.: 98- 1021.02 APPROVED FEB 1 1 1999 EXPIRES July 10, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises the Notice of Acceptance No. 97- 0620.01, which was issued on July 10, 1997. It approves an aluminum storm panel shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The aluminum sfofm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -217, titled "0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated September 30, 1998, last revision #2 dated January 4, 1999, sheets 1 through 8 of 8, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION The aluminum storm panel shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. akar, P.E. - Product Control Examiner Product Control Division 2 of 3 Hurst Awnini Company, Inc. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of AccepCance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE G-Z,- — Helm A. M r, P.E. Product Control Examiner Product Control Division 3 of 3 ACCEPTANCE No. : APPROVED EXPIRES 98- 1021.02 FEB 11 1999 July 10, 2000 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) RECIUIRED FOR VARIOUS adn.Ondls 9NLLSDC3 ANCHOR TYPE - LOAD (W) PSF MAX. (SEE NOTE 1) 2" EDGE DISTANCE 3" EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8 -5" (SEE NOTE 1) SPANS UP TO 11•_0• (SEE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8 -5" (SEE NOTE 1) SPANS UP TO 11 -0" (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION TYPE 2 3 4 5 1 CONNECTION TYPE 2 3 4 5 HOLLOW CONCRETE BLOCK 48.0 12.512.512.512.5 9 10 3 10 10 5 8 7/ 8 8 4 12.512.51 512.5 11 12 4 12 12 6 9 r:// 9 9 5 62.0 12.5 6 12.512.5 7 8 7 8 8 .4 6 /: 3 12.5 7 12.512.5 8 9 , 9 9 5 7 i///,, 7 4 3 1/4 - 0 ITW TAPCON W/ 1 - 1/4' MIN. EMBEDMENT 72.0 12 4 12 12 6 7 7 6 3 5 : /�• 3 ; ,; %..1) 12.5 5 12.5 12.5 7 8 %�� 8 r 7 4 6 ;: ij 4 3 3 92.0 9 3 9 9 4 5 / 4 3 '' 4 '/i , . , 10 3 10 10 5 6 ,' / 4 3 3 4 .'; ' i /.. /' 230.0 3 �/ ;, �' / %. /'! i / 3 . ' / ' . 'V'i ,� /: i . / %/ 3 / � / " �, /. ' '' %i !, � , r� ; // :'/ 4 / / , / / V' /�.,, / 7 • / i / �� 4 • ii/ // "// . / // s ' � / /, / /�" / // : /, / ' / ///% . j ' ∎:∎%itllllllml 1 T) n,nt mot t : I 1/4"0 ELCO MALE/ FEMALE "PANELMATE W/ 1 - 1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 48.0 12.512.512.512.5 11 12.5 5 12.512.5 7 12 3 12 12 5 12.5'12.512.512.512.512.5 5 12.512.5 8 12 3 12 12 6 62.0 12.5 9 12.512.5 9 12 3 12 12 5 9 ' • f' 9 6 4. 12.5 10 12.512.5 10 12 3 12 12 6 9 /. /, 9 6 4. 72.0 12.5 7 12.5 12.5 7 10 '� 10 9 4 8 /r" . /, 5 4 3 12.5 7 12.5 12.5 9 10 3 10 9 5 8 '' '` '' 5 4 4. 92.0 12.5 4 12.512.5 6 8 6 4 3 6 / % 3 ; ,'. .»' 1 2.5 4 12.512.5 7 8 ',/1 6 4 4 6 ,:, / / 3 / �/ /� / , •:' .//'//..// ! %- i' 3 , i 230.0 5 / , i-,/,,,/,' /: //, 5 :/ ,/ � ,i , ; i/ / / ' 5 1 / . / / / : ` / ,/ 6 ; , ., / , ./. / , , ''77 /// . 7 6 / ii / '' /, �/ /' % . 6 * 1/4 "0 POWERS CALK - IN E, 1/� - 20 STEEL MACHINE p t/1 .I 1 W/ 7/8" STAINLESS 12.5 RAWL EMBED. SCREW 48.0 12.5 12.5 12.5 12.5 10 12.5 4 125 12.5 6 10 3 10 10 4 12.5 12.5 12.5 12.5 12.5 12.5 6 12.5 12.5 9 12.5 3 12.5 12.5 6 62.0 8 12.512.5 7 10 3 10 10 4 8 '/, 8 5 3 12.5 10 12.512.5 11 12.5 3 12.S12.5 7 10 , i7 10 7 5 72.0 12.5 6 12.5 12.5 6 9 9 8 4 7 j ; 4 3 312.5712.512.510 11 3 11 10 6 8' / 6 4 ,/� i 4 3 92.0 12 3 12 12 5 7 5 3 3 5 >i: '1 /._' /• /:� ,' ':• : ,// /12.5 4 12.512.5 8 9' ,:'; . " i ; ! `; 6 4. 4 6 ' / 'l 3 230.0 5 ' // ;i/ ' %.r / / � 5 ii / .' i// / //' / 5 ' /7.7'/ / ! . /_' / . / i;/ 6 • /,• / , /; j/ �,'; ' . j 3 6 // ' / ; ., i %,. , 3 6 , / / /:�''; j!, ,/ � 3 48.0 12.5 12.5 12.5 12.5 9 10 10 10 5 7 i; 7 7 4 12312.5 12.5 12.5 11 11 4 11 11 6 8 7 ' 8 8 5 Q ) 62.0 12.5 6 12.512.5 7 8 8 8 4 6 j 6 4 3 12.5 7 12.512.5 8 9 Vt/ 9 9 5 6 7, 6 4 4 1/4"0 POWERS ZA M NNEMBEDMEN RAWL - 1 /8 72.0 11 4 11 11 6 6•A 6 6 3 5 �! 3 /':'/,//12.5 5 12.512.5 7' 7, 7 7 4 5 i './ 4 3 3 92.0 9 " j 9 9 5 5 /' 4 /j' / j j; ;.; l 10 3 10 10 6 6 : '% 4 3 3 4 ,... `i j�/ %;i: / :// 2 30.0 3 /, ) / / /,' / . j ' 3 T j' / ' 3 , / �: i : i� 4 // /% • / :// ' / 4 '/./ / if� / // ', 4 j /, / ^ 48.0 12.5 12 12.512.5 7 8 8 8 4 6 /' 6 6 3 12.5 12.5 12.5 12.5 11 11 3 11 11 ; 6 8 2'i2 8 8 5 EN aum 62.0 11 5 11 11 6 6 6 6 3 S / , j. 5 3 '.� � 2.5 6 12.512.5 8 8 % %i/ 8 8 5 6 / j 6 4 3 1/4'0 ITW RED HEAD OYNABOLT SLEEVE ANCHOR w /1 -1/8" MIN. EMBED. 72.0 9 3 9 9 5 5 5 3/ 5 ; 3 4 3 / 3 2/ !' ;i r ,% • i/ 12 9 4 3 12 9 12 9 7 5 7 5 �: /,/ / �' /:% // / 7 4 6 3 4 3 5 `, 4 � ; % /' / / / 3 / , .,' 3 / •' / 3 / / 92.0 7' /; / 7 7 4 4 230.0 3 ji / // / / ' . // 3 . . r j' 4%1 % 3 • % / : /i , /•; j 4 i <;,/ ./. ,4. /, 4 : i %,. •%, 4 / /.:• /2! 48.0 12.5 12.5 12.5 12.5 12.512.5 • 12.512.512.512.5 6 12.512.5 11 12.5 12.5 12.5 12.5 12.5 12.5 10 12.512.5 12.5 12.5 6 12.512.5 11 'k 1111111111111111111111111 62.0 12.5 12.5 12.5 12.512.5 12.512.5 11 12.5 4 12.5 12 8 12.5 12.5 12.5 /2.5 12.512.5 7 12.51 2.5 11 12.5 4 12.5 12 8 SCREW Roo ,2" 1/4 ITW EPCON EPDXY ANCHOR W/ S.S. MACHINE SCREW 2' MIN. EMBED. 72.0 12.512.512.512.512.512.5 12.512.5 9 12.5 3 10 8 7 12.512.512.512.512.512.5 5 12.512.5 9 12.5 3 10 8 7 92.0 12.5 8 12.512.512.5/12.5 11 .8 7 12 //' i/ 6 5 5 12.5 B 12.5 12.5 12.512.5 3. 11 8 7 12 �/ i;/ 6 5 5 W/ 230.0 11 / 5 4 5 11 S 4 5 11 / /, 5 4 . 5 11 % ; S 4 5 11 /' , . / ' 1 5 4 5 11 , /, 5 4 5 4 • SEE PAGE 6 FOR ANCHOR NOTES PPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE BY PRODUCT Ce I. DIVISION BUILD:NC C' C3MPLIANCE OFFICE ACCEP>fr:'E .91-P2 d'°2 ' (3 Z f 1Qo N W F a � 'U o o O co N • co ca y aW T i u U ► ! > W N 8 W u I Z Y 11 S I I 4 I i Q .4 • o LL 47 ' O I 00 1 N o n � aj z a .rs l Q 1' D. VI 3 CO E J h Q ' m I W z W X Y > N Q 1 co; o: P U. I I 0 0 A Z ° I•-f W = Y o 0. o E Ef > 1 o 4 I 0 o I I v l 1 98 -217 smut f u z. H W Cr; W 1:1 1 1 I IN • c1 I : 2 . r >1 ; 1 � y J 1 algj� 1 I 1 b In1cjK' • c ' a 'loi t." g, -1«j VJ. PRt7F ESi10N ER FL Llc o PE Q• 1999 !Oat -1 o�, Moir. I ;scab. drown by 1 AS NOM ` MC !dasign I ch.ck.O b v x l vwc dr._Ug no. FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE - LOAD (WI ' PSF MAX. (SEE NOTE 1) 2' EDGE DISTANCE 3' EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) SPANS UP TO 11 -0" (SEE NOTE 1) . SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) SPANS UP TO 11' -0 (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION TYPE 2 3 4 5 CONCRETE 48.0 12.5 12.5 12.5 12.5 12.5 12.5 7 12512.5 9 12.5 , 4 12.512.5 7 12.5 12.5 12.5 12.5 12.5 12.5 7 12.512.5 11 12.5 5 12.512.5 8 62.0 12.5 12 12.512.5 12 12.5 4 12.512.5 7 11 3 11 8 5 12.5 12.5 12.5 12.5 12.5 12.5 5 12.512.5 8 12.5 3 12.5 9 6 1/4 1 - 1/4" (MIN. N11111111‘11111‘1111111111111110> ITW TAPCON W/ MIN. EMBEDMENT MOO P.S.I. CONCRETE) 72.0 12.5 8 12.512.5 10 6 12.5 10 3 ; ,% ,; j 12.5 7 12 5 6 4 10 8 !/. ' ' f 7 4 5 3 4. 3 12.5' 12.5 9 6 12.512.5 12.512.5 12 10 12.5 11 4 , i i;� / 12.5 8 12.5 6 7 5 11 8 %'/ i j 8 4. 6 3 5 4. 92.0 12.5 5 12.512.5 230.0 7 ,„ / 3 ,'//, 3 7 r.,/ 3' :;.': 3 7 //, 3; • 3 8 /, -, 3 3 4 8�;' 3 3 4 8, /% 3 3 4 * II V1111 01∎11M%%1% -At. .4.,..„. wt 1/4 "• ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT & 1/4 - 20 MACHINE SCREW WITH NUT (MIN. 3.000 P.S.I. CONCRETE) 48.0 12.5 12.5 12.5 12.5 11 12.5 5 12512.5 7 11 3 12 12 5 12.5 12.5 12.5 12.5 12.5 12.5 5 12.512.5 8 12 3 12 12 6 62.0 12.5 9 12.512.5 9 12 3 12 12 5 9 9 6 4 12.5 10 12.512.5 10 12 3 12 12 6 9 / 9 6 4 72.0 12.5 7 12.5123 7 10 i . /,':' ' ' , 10 9 4 8 /. S 4 3 12.5 7 12512.5 9 10 3 10 9 5 8, /// :'; 5 4 4. 92.0 12.5 4. 12.512.5 6 8 j/; 6 4 3 6. / 3 ./ • �, x' ,12.5 4 12.512.5 7 8 . / / // : / . j 6 4 4 6 , . . f_ 3 1 �.': � J /i 3 230.0 5 , ; �:%77; , / /, . 5 !. % - ' ,, , i /i 5 P<.' ` i . "...'%,..,../ 6 � . , ., : i % r //, is // /. b ''f :.: •i : % ! 7l � 6 i ;' /. ! X,i' % �. , ,. le� \�"'L_�!I 1/4 ". POWERS RAWL CALK - W/ 7/8" EMBED. 8. 1/4 - 20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) 48:0 12.5 12.5 12.5 123 12.512.5 11 12.512.5 10 12.5 7 12.512.5 8 12,512. 512. 512 .512.512:512.512.512.512.512.5 9 12.5 12.5 12.5 62.0 k l2.5 12.5 12.5 12.5 12.512.5 7 12.512.5 8 12.5 5 12.512.5 6 123 12.5 12.5 12.5 12.5 12.5 9 12.5 12.5 12.512.5 6 12.512.5 10 72.0 12.5 12.5 12.5 12.5 11 12.5 6 12.512.5 7 12.5 4 11 9 5 12.5 12.5 12.5 12.5 12.5 12.5 7 12.512.5 11 12.5 5 12.5 11 8 92.0 12.5 9 12.5 12.5 9 12.5 4 12 9 5 12.5 3 6 5 4 12.5 11 12.5 12.5 12.5 12.5 5 12.5 11 8 12.5 3 8 6 6 230 12 ; . �,•�. 5 4 3 12 / /� 5 4 3 12 ',; 5 4 3 12.5 3 7 5 6 12.5 3 7 5 6 12.5 3 7 5 6 r=4 1/4 ZAMAC MIN. (MIN. 3.000 48.0 12.5 12.5 12.5 12.5 12.512.5 5 12.512.5 7 12 3 12 12 6 12.5 12.5 12.5 12.5 12.5 12.5 6 12.512.5 9 12.5 4 12.512.5 7 62.0 12.5 10 12.5 12.5 10 12 3 12 12 6 9 9 6 4 12.5 11 12.5 12.5 12 12.5 4 12.5 12.5 7 10 /:; /:/ 10 7 5 POWERS RAWL NAIL - IN W/ 1 - 1/8" EMBEDMENT P.S.L CONCRETE) 72.0 12.5 7 12.512.5 8 10-;‘,!� 10 9 5 8,/ 5 4 4. 5 12, 8 12.512.5 10 12 3 12 11 6 9 /,.// % j 6 4 4 92.0 12.5 4 12.512.5 6 8 �.�/ i./ 6 4 4 6 ,, / i i /. 3 .. ', 3 12.5 5 12.512.5 8 9!! 6 5 5 7 ;:/ 3 3 3 2 30.0 5 .' , / / l ' / ' .. % /4 / � , S ! � / ,. / , / 2/ , i , • 5 /� i/ / ' 7 ♦ %/',', i . � /) , // . 6 r / y . i 3 / 3 6 / /I 3 )..! ` 3 6 / / ; l 3 • %% . ,/ 3 1/4 DYNABOLT ANCHOR (M IN. "m 2,100 48.0 2.512.512.512.512.512.5 7 12.512.5 8 12.5 4 12.512.5 6 12.5 12.5 12.5 12.5 12.5 12.5 9 12.512.5 12 12.5 5 12.512.5 9 °090Y1 62.0 2.5 12.5 12.5 12.5 10 12.5 4 12.512.5 6 12 3 12 8 4 12.5 12.5 12.5 12.5 12.5 12.5 6 12.512.5 9 12.5 4 12.5 10 7 ITW RED HEAD SLEEVE W/1 -1/8" MIN. EMBED P.S.I. CONCRETE 72.0 12.5 9 12.512.5 9 12.5 3 12.5 12 S 10 7j' 7 5 4 12.5 11 12.5 /2.5 12.5 12.5 4. 12.512.5 8 12.5 3 .9 7 6 92.0 12.5 7 5 ;' /;� .; 12.512.5 3 '. ,/„.... 7 3 11 7 , r i �:� /: � 8 3 ' 6 ' �i i '• / 4 3 8 7 7 /' 4 3 3 /' / �' 3 3 12.5 9 7 i i � 12.512.5 4 3 11 4. 12.5 9 3 % /i/ 10 4 7 3 6 4. 10 9 �% i1 5 4 4 3 S 4 230.0 ill 1/4 "0 POWERS - IN 1/4 BOLT 1 -1/4" (MIN. 2,000 48.0 12.5 12.5 12.5 12.5 12.512.5 10 12.512.5 10 `12.5 6 12.512.5 7 12.5 12.5 12512 1 2.5 12.5 12.5 12.5 12.5 12.2.5 8 12.512.5 12 I 62.0 12.5 12.5 12.5 12.5 12.512.5 7 12.512.5 7 12.5 4 12.5 12 6 12.5 12.5 1 2. 5 1 2.5 12.5 12.5 8 12.512.5 12 12.5 5 12.512.5 9 RAWL DROP - 20 SIDEWALK 13/4 "m HEAD) w/ MIN. EMBEOMENT P.S.I. CONCRETE) 72.0 12.512.512.512.5 11 8 12.5 12.5 5 4 12.512.5 11 8 6 5 12.5 12 3 �;!. 11 6 8 5 5 4 12.5 12.5 12.5 10 12 12.512.512.512.5 1 2.5 12.5 125 7 5 12.512.5 12.5 11 10 8 12.5 12.5 4 3 12.5 7 10 6 8 6 92.0 12.5 8 12.512.5 230.0 1 1 , y, 5 4 3 11 /./ , 5 4 3 11 %; ;i 5 3 2 5 3 6 5 5 12.5 3 6 5 5 12.5 3 6 5 5 • 01/05/99 18:14 SEE PAGE 6 FOR ANCHOR NOTES APPROVED AS COMPLYING WTTN TA'E SOUTH FLORIDA BUILDING CODE ! j DAT BY PRODUCT CON OL DIV!S!ON BUILDING CODE COMPL'A$CE MICE ACCEPTANCE NO. ft- Z J. D 0 1 ;to !•,_. rot a _' n, ' - 1- ' .a: a 7 `.. � ~ cc IU O w I •• J . F.. LL - H ■ 6 ' 4C a J ti= ▪ A ce U 0 Cr V! f as i 1 :-. MI Q 'n i a :11:1 m: °d I w W Z r x j = I > N a m - 2 O d I - ! V ► o In - > a m z :1.r W W _. 1 W v a V t .z = X ' z i 14 i • c 0 �sl • O g' O l a , Fi- N V.J. 1041117.1 PROFESS1ONA PE FL lic O0 9 3 es e s Iv � d scam drum* •• t dasign by cR �c�.�/ -•f v�N drawing nen_ 98 -217 7 of s FASTENER MAXIMUM ANCHOR SCHEDULE DESIGN LOADS AND SPANS SPACING (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE1) 3/4" EDGE DISTANCE SPANS UP TO 5' -0 (SEE NOTE 1) SPANS .UP TO 8 -5 (SEE NOTE 1) SPANS UP TO 11 - -0" (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4. 5 1 CONNECTION 2 TYPE 3 4' 5 000M 11111111111111111111111111 48.0 12.5 12.5 12.5 12.5 12.512.5 11 12.512.5 9 12.5 7 12.S12.5 6 62.0 12.5 12.5 12.5 12.5 11 12.5 7 12.5 12.5 7 12.5 5 12.5 12.5 5 1/4 WOOD LAG SCREW W/ 1 -3/4" THREAD PENETRATION (SHEAR PARALLEL TO GRAIN) 72.0 12.5 12.5 12.5 12.5 10 12.5 5 12.512.5 6 12.5 4 11 8. 4 92.0 12.5 9 12.512.5 7 12.5 4 12 9 4 12.5 3 6 5.; 3 230.0 11 �, 5 4 3 11 /;i' 5 4 3 11 /;; 5 4: 3 1111111111111111111111111111111111111v 1/4 woOD LAG SCREW W/ 1 -3 /4 THREAD PENETRATION (SHEAR PERPENDICULAR TO GRAIN) 48.0 12.5 12.5 12.5 12.5 12 12.5 11 12.512.5 7 12.5 7 12.512.5 5 62.0 12.5 12.5 12.5 12.5 9 12.5 7 12312.5 5 12.5 5 12312.5 4 72.0 12.5 12.5 12.5 12.5 8 12.5 5 12.512.5 4 12.5 4 11 8 3 92.0 12.5 9 12.5123 6 12.5 4 12 9 3 12.5 3 6 4 0 9 230.0 11 ; , 5 4 ��� 11 j 5 4 �/ i 11 v i / /, 5 I ; 0,,,, �„ . 1/4 - 0 ELCO MALE/ FEMALE - PANELMATE W/ 1 - 7/8 MIN. EMBEDMENT & 1/4 - 20 MACHINE SCREW WITH NUT 48.0 12.512.512.512.51'.512.5 12 12.512.5 12 12.5 8 12.512.5 62.0 12.5 12.5 12.5 12.5 12.5/12.5 8 12.512.5 9 12.5 5 12.512.5 7 72.0 12.5 12.5 12.5 12.5 12.512.5 6 12.512.5 8 12.5 4 12.5 9'. 6 92.0 12.5 10 12.5 12.5 10 12.5 4 12.5 10 6 12.5 3 7 G 4 230.0 12.5 3 6 5 4 12.5 3 6 5 4 12.5 3 6 - 5 4 01/05/99 18:14 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1. SHEET 5 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE I5 ACCEPTABLE FOR WOOD FRAMING. WOOD STUO SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. -9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHORS WHUCH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT, OR MACHINE SCREW. APPROVED AS COMPLYING WR}I THE SOUTH FLORIDA BUILDING CODE OAT BY . 1' 99 /!�� PRODUCT CON O L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0, - j2 ?'• O Z • c 0 > v a 0 t_ F V.J. KNI PROfES PL L.c PE 0. 0 =3 .l.�i► 5 98 -217 0+60 scs • i drr�w e, AS NOTIO 1. -: d"sign by l[cbac..a.s _ vat I dia drswrla9 n.a MI STORM PANEL 1O & 3 SCHEDULE NE NEGATIVE DSIGN LOAD (W) (PSF) TYPE 1 TYPE 11 TYPE 111 FOR ALL MOUNTING CONDITIONS AT TOP (STUDS CD) 6" O.C. OR 6 -1/4" 0.C. FOR "F" TRACK AND STUD ANGLE MOUNT4 AT BOTTOM) 1i FOR STUD ANGLE MOUNTS OR 'F' TRACK MOUNTS W/ STUDS @ 6" O.C., DIRECT MOUNTS W/ ANCHORS (at 6" 0.C. OR 6 -1/4" 0.C. (REQUIRED AT TOP AND BOTTOM) FOR STUD ANGLE MOUNTS, "F" TRACK MOUNTS. OR DIRECT MOUNTS (di 12" 0.C. OR 12 -1/2" O.C. 1• O ABOVE CONDITIONS TOP & BOTTOM W/ NO SPRING LOCKING CLIP ABOVE CONDITIONS AT TOP & SPRING LOCKING CLIP AT BOTTOM L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) 40.0 8 -5 10 -8 11 -0 8 -8 50.0 8-5 10 -5 10 -5 8 -8 60.0 8 -5 9- 11 9- 11 8 -7 • 70.0 8-5 9 -7 8 -9 7 -4 75.0 8 -0 9 -5 8 -5 6- 10 80.0 7 -6 • 9 -3 7 -8 6 -5 90.0 6 -8 9 -0 6- 10 5 -9 100.0 6 -0 8 -9 6 -2 5 -2 110.0 5- 6 8- 7 5- 7 4- 8 120.0 5-0 8 -4 5- 1 4 -3 130.0 4 -7 8 -2 4 -9 3- 11 140.0 4 -3 7- 10 4 -4 3 -8 150.0 4 -0 7 -4 4- 1 3 -5 160.0 3 -9 6- 11 3- 10 3 -2 170.0 3 -6 6 -6 3 -7 3 -0 180.0 3 -4 6- 1 3 -5 2- 10 190.0 3 -2 5 -9 3 -3 2 -8 200.0 3 -0 5 -6 3- 1 2 -7 210.0 2- 10 5- 3 2- 11 2- 5 220.0 2 -9 . 5 -0 2 -9 2 -4 230.0 2 -7 4 -9 2 -8 2 -3 =o A B E 1 ■I NOTES: 1. 01 /05 99 16:13 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM PANEL LENGTH. 2. REFERENCE APPROPRIATE COLUMN IN STORM PANEL SCHEDULE BASED ON MOUNTING CONDITIONS IN FIELD. 3. SEE NOTE No. 12 ON PAGE 1 OF 8. APPROVED AS COMPLYING WITH T SOUTH FLORIDA BUILDING CODE . . 19 BY PA I PAr j A PRODUCT CO OL BUILDING oar 7fFICE ACCEPT/IP:Cr NO. g-.19 1P Z . Z NOTES: ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM PANEL SEPARATION FROM GLASS. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE PANEL LENGTH. 1. 3. " N/A " DESIGNATES NOT APPLICABLE - MUST MEET NO BAR" REQUIREMENTS. 1 I = i U - > W • � N W ( z w c • 0. • a I V.J. x� PROFESSION FL Lic �1m PE OOj•' .3 01: 7141 TO I cat• - Ira; ....r by s AS NOTtD F ar - on by�( >Y1 VJN ( v1K • droving nay I 98 -217 shoot S of • MIN. STORM PANEL`SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD (W) MAX. PANEL LENGTH (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 1 (PSF) BAR & BOLTS NO BAR W/ BOLTS NO BAR NO BOLTS NO BAR & NO BOLTS 40.0 5- 8 1 -7/8 2 -1/2 2 -1/2 1 -3/8 40.0 8- 5 1 -7/8 2 -1/2 2 -1/2 1 -7/8 40.0 8- 8 N/A 2 -3/4 2 -1/2 1 -7/8 40.0 11 - 0 N/A 3 3 -3/8 3 50.0 5- 8 1 -7/8 2 -1/2 2 -1/2 1 -3/8 50.0 8- 5 2 2 -1/2 2 -1/2 2 50.0 8- 8 N/A 2 -3/4 2 -1/2 2 50.0 10 - 0 N/A -- 3 - 3 -3/8 - 2 -1/2 3 60.0 5 - 8 1 -7/8 2 -1/2 1 -1/2 60.0 8- 5 2 2 -1/2 2 -1/2 2 -1/8 60.0 8- 8 N/A 2 -3/4 2 -1/2 2 -1/4 60.0 9 - 11 N/A 3 3 -3/8 3 70.0 '5 - 8 1 -7/8 2 -1/2 2 -1/2 1 -1/2 70.0 8- 5 2 -1/4 2 -1/2 2 -1/2 2 -1/4 70.0 8- 8 N/A 2 -3/4 2 -1/2 2 -3/8 70.0 9 - 7 N/A 3 3 -3/8 3 80.0 5- 8 N/A 2 -1/2 2 -1/2 1 -1/2 80.0 8- 5 N/A 2 -1/2 2 -1/2 2 -1/2 80.0 8- 8 N/A 2 -3/4 2 -1/2 2 -5/8 80.0 ' 9- 3 N/A 3 _ 3 -3/8 3 90.0 4- 0 N/A 2 -1/2 2 -1/2 1 -1/4 90.0 8- 5 N/A 2 -5/8 2 -5/8 2 -5/8 90.0 8- 8 N/A 2 -3/4 2 -3/4 2 -3/4 90.0 9- 0 N/A 3 3 -3/8 3 i 100.0 4- 0 N/A 2 -1/2 2 -1/2 1 -1/4 100.0 8- 5 N/A 2 -3/4 2 -3/4 2 -3/4 100.0 8 - 8 N/A 2 -7/8 2 -7/8 2 -7/8 100.0 8- 9 N/A 3 3 -3/8 3 110.0 4- 0 N/A 2 -1/2 2 -1/2 1 -3/8 110.0 6- 0 N/A 2 -1/2 2 -1/2 1 -5/8 110.0 8- 5 N/A 2 -7/8 2 -7/8 2 -7/8 110.0 8 -7 N/A 3 3 3 120.0 3- 0 N/A 2 -1/2 2 -1/2 1 -1/4 120.0 5- 0 N/A 2 -1/2 2 -1/2 1 -112 120.0 8 -4 N/A 3 3 =o A B E 1 ■I NOTES: 1. 01 /05 99 16:13 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM PANEL LENGTH. 2. REFERENCE APPROPRIATE COLUMN IN STORM PANEL SCHEDULE BASED ON MOUNTING CONDITIONS IN FIELD. 3. SEE NOTE No. 12 ON PAGE 1 OF 8. APPROVED AS COMPLYING WITH T SOUTH FLORIDA BUILDING CODE . . 19 BY PA I PAr j A PRODUCT CO OL BUILDING oar 7fFICE ACCEPT/IP:Cr NO. g-.19 1P Z . Z NOTES: ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM PANEL SEPARATION FROM GLASS. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE PANEL LENGTH. 1. 3. " N/A " DESIGNATES NOT APPLICABLE - MUST MEET NO BAR" REQUIREMENTS. 1 I = i U - > W • � N W ( z w c • 0. • a I V.J. x� PROFESSION FL Lic �1m PE OOj•' .3 01: 7141 TO I cat• - Ira; ....r by s AS NOTtD F ar - on by�( >Y1 VJN ( v1K • droving nay I 98 -217 shoot S of • © r x r x .125 ALUM. STUD ANGLE 2" x 2" x .OSS" 6063 -T6 CONT. ALUM. TUBE L EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEO. BASED ON TYPE OP STRUCTURE) 111 h1S /00 1 fl! 17 St 2 • 5 x 1/8 CONT. ANGLE 6061 -T6 ALUM. W/ 1/4"• STUO 012" O.C. NOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OP PANEL. (MAX. OESIGN LOAD a 72 PSF) O EDGE MOUNT DETAIL P SCALE : 3" = V -0" NOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. OESIGN LOAD a 72 PSF) 5/16' • POWERS RAWL CALK -IN 6" O.C. w/ r MIN EMBED. INTO CONC. OR HOLLOW BLOCK W/ S/16 -18 MACHINE SCREW T• or • s- • 7C X 4 2 x 2" x .12S STUODEO ANGLE 1/4 -20 MACHINE SCREW Ip 6" O.C. 1/4'0 POWERS RAWL CALK -IN W/ 7/8 not EnemO. IN CONC. OR HOLLOW BLOCK lP 6 O.C. O 2" x 2" ALUM. TUBE BUILD —OUT SCALE. 3" - 1' -0 EXISTING CONCRETE, HOLLOW BLOCK OR W000 /RARING (SEE ANCHOR SCHEO. BASED ON TYPE OP STRUCTURE) — MIN. • MIN. 1/4 POWERS RAWL CAL 7/8 MIN. EMBED. & 11 O.C. IN CONC. OR 0 7" O.C. IN HOLLOW BLOCK WITH 1/4 -20 MACHINE SCREW 1/4 "0 MACHINE BOLT 0 12 O.C. 04 2 "x2' .12S" STUOOED ANGLE 21/2 .'r 1/4 -20 MACHINE SCREW STUD & WINGNUT ®! 6" O.C. FOR TYPE I & I1 EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEO.BASED ON TYPE OF STRUCTURE)— 2 •S".1 1/0 6063 -T6 ANGLE W/ 1/4" MAX. (MAX. DESIGN LOAO a 72 PSF1 ANGLE TO "U" HEADER O BUILD —OUT SCALE . 3" • T -0•' TWO - 5/16 - 0 POWERS RAWL CALK -IN 0 3 -1 /8" O.C. W/ r MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4' MIN EDGE OIST. W/ 5/16 -10 MACHINE SCREW - d- ©2'x2 x.t2S STUDDED ANGLE— EMBED• TWO - x S -x 1/8" ANGLE 6 ALUM, x 2 x 1/8 STUDDED ANGLE •--� — 2"x3- x1/4 "x0' -6 6063 -T6 ALUM. ANGLE (TYP, TOP 3. BOT TOM) NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM 00 PANEL- (MAX. OESIGN LOAD a 72 p$F) O STORM PANEL SUPPORT BEAM V SCALE : 3" • 1' -0" (MAX. DESIGN LOAD s 72 P5?). ASSEMBLY MOUNT O SCALE : 3" • 1' -0 012SMS" to 12" 0.C. �- TWO- 1/4 -20 MACHINE SCRCWS ALT. LEG DIRECTION 1/4 -20 MACHINE SCREW STUD W/ WING NUT 0 6' O.C. TO PANEL - ANGLE CONNECTION • STUOOEO STORM PANEL 1/4 -20 MACHINE SCREW STUO W/ NUT 0 6 O.C. ANGLE TO ANGLE CONNECTION THREE -1/4 POWERS RA W CALK -IN Qt 4" O.C. W/ 7/8 MIN. EMBED. IN CONC. W/ 1/6 -20 MACHINE SCREW 2' x 7 - x 9' -7 MAX. Tf.0.13 - . Tw.O.055 6063 -16 ALUM. LAP BEAM • • o 1- 1, ✓ 2 4 W 0. 4 X \ •1 STORM PANEL INTERIOR FASTENING DETAIL (USE WIT)) DETAIL 0) SCALE. N.T.S. t /4 THRU BOLT (D 12 O.C. ANGLE TO ANGLE CONNECTION 1/6 - 0 POWERS RAWL CALK -IN 0 \ 11 O.C. W/ 7/8" MIN. EMBED. INTO CONCRETE W/ 1/6 -20 MACHINE SCREW -, SCALE : 3" • 1'-0' 6 2" xlsix 1/0" 6063 -T6 ANGLE 13• INTERIOR FASTENING ANGLE ASSEMBLY SCALE. 1-1/2" • T -0" THIS DETAIL MAY BE USED A (MAX. OESIGN LOAD a 72 P5?) 6" PUNCH HOLES IN AOJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL 0140 FASTEN WINGNUTS PROM INSIDE N O • H m 2 J 4 6: X x2"x.125" STUDDED ANGLE 3 /8 HOLE FOR - FASTENING PANEL 2""i• 2 ALU►L STUD ANGLE L /- 1/4 - MACHINE SCREW STUD W/ NUT Si 6" O.C. ANCHOR 7- 0.C. W/ MI EMBCO I CONC. TWO -1/6 - 0 DROP -IN N INTERIOR FASTENING ANGLE ASSEMBLY SCALE. 1 -1/2 . T -O- L 1/4 -20 MACHINE SCREW STUD & WINGNUT 0 6" O.C. FOR - TYPE I & 0 ,J 2 "x2 "x.125 - STUD ANGLE - APPROVED AS COMPLYING WITH }'}K: SOUTH FLORIDA BUILDINGIODE DAT / o t T TOP OR BOTTOM OF PANEL. BY PRODUCT CONT DIV!S ON BUILDING CODE COMPLIANCE 9FFIC3 ACCEPTANCE NO 9f -14 4- 02 STORM PANEL BUILD —OUT r M 0: 0 u. J N 1 0. L 4 0 4 2 W O 2: • 0 0 r 4 N W J 0 a W -J O . v. IS tit P rn 0 ° N 0l 2: 4 2 0 98 -217 4 0• 0 • t : _ 01 1j • • • O a • y l . 0 • g � - »1 90 shin by 1(c!.*c+s•r0 sf v.*• • is d► *.ring '- [ XISTMNG CONVRCTC, • HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCMED BASED ON TYPE OF STRUCIUREI EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE (- ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET S OF B) SEE MIN SEPARATION PROM GLASS SCHEDULE (SHEET 5 Of (1) GLASS OR DOOR W 0 EMBED (TYPJ ANGLE TO WALL DETAIL ANGLE TO WALL DETAIL FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 2' 1 / MAX x 0 o ▪ u'' �� i o 0 J I� / N via Ai / J I J J Z y Z 4 CL IL X ONT. PASTENER,SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' ‘!--31 WALL MOUNT SECTION SCALE . 3" • WOOD FRAMING / ,-FASTENER, SEE ANCHOR / SCHEDULE. REFERENCE CONNECTION TYPE r O WALL MOUNT SECTION SCALE . 3' • 1' -0" FASTENER. SEE ANCHOR '- 1/4-20 MACHINE SCREW SCHEDULE. REFERENCE STUD S WNGNUT p 6' O.C. CONFECTION TIP5 FOR TYPE 11 II AND • 12" O.C. FOR TYPE RI. PANEL TO ANGLE DETAIL X 0 I w W N 1/4-20 MACHINE SCREW STUD L WINGNUT OD 6" O.C. FOR TYPE 1 & 1 AND p 12" 0.C. FOR TYPE 1/. PANEL TO ANGLE DETAIL GLASS OR DOOR FASTENER. SCE ANCHOR SCHEDULE. REFERENCE /. CONNECTION 'ME S' r EMBED. ITYP,I T 4r- SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF 11 IMBED GLASS OR DOOR --"• ©CONT. SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF 0) r MI&U THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS, 4 o . • 4. O6 CONT. WOOD CONT. . NOTE. IUSE OF THIS DETAIL IS LIMITED TO • T2 PSF- WALL MOUNT SECTION O SCALE • 3" • 1' -0 EDGE 01ST, EDGE DIST. 0 1/4-20 MACHINE SCREW STUD 3 WINGNUT p 6" 0.C. FOR TYPE 11. 11 AND p 12" 0.C. FOR TYPE R1. EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING ISEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) 1 /L" MAX. z• J I1 z 4 0. • 4 • FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 5' EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) © CEILING/INSIDE MOUNT SECTION SCALE : 3" = 1' -0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEE).BASED ON TYPE OF STRUCTURE) - x 1 - /L" S.S. LAG - 1/4-20 MACHINE SCREW - 1 /L \ p t2" O C 3/ - s.s. STUD & WINGNUT P 6' O.C. PENETRATION INTO W000 FOR TYPE I L 11 AND *12' O.C. FOR TYPE 111 - 2 - 1 / 1/Y5. LAG SCREW p 2L' O.C. MAX. � W/ 1 -3 /6- PENETRATION JN CENTER OF STUDS GLASS OR DOOR = 0r 0 c SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF 6) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING )SEE ANCHOR SCHEE).BASED ON TYPE OF STRUCTURE EXISTING CONCRETE. EMBED. HOLLOW BLOCK OR (TYP.) WOOD FRAMING /SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE) 1 /,( / 4 0 I 0 0 EMBED. ITYP.) GLASS OR DOOR EXISTING CONCRETE. Li C 4/•� i HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) SEE FEN. SEPARATION FROM GLASS SCHEDULE (SHEET S OF B) ©CONT. OCONT. ITYP. TOP L BOTTOM 4 • FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION TYPE 4' FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1' TYP. TOP L BOTTOM. USE REMOVABLE FASTENERS p 6 "0.C. MAX. FOR TYPE I & 11 OR *12^ 0.C. MAX. FOR TYPE 9 (DO NOT USE WHERE ANCHOR SCHEDULE SPACING IS LESS THAN 6" 0.C.) O WALL MOUNT SECTION (DIRECT MOUNT) SCALE : 3" • 1. -0" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3" r SIDE CLOSURE REQ'O. (SEE PLAN VIEW) ‘...*-7 BUILD -OUT MOUNT SECTION SCALE : 3" • 1' -0" 1 /4-20 MACHINE BOLT i 1 NUT 0 12' O.C. STAGGERED (TYP, TOP L BOTTOM) 1 /L" MAX • 1/4 -20 MACHINE SCREW STUD L WINGNUT P 6" 0.0 FOR TYPE 1 & 11 AND • 12" 0.C. FOR TYPE III. • APPROVED As COMPLYING MTH Z}i" IDA BUILDING CODE ' 17 __ 1 0: D; :.: SOUTH FL DAT BY PRODUCT CON BUILDING CODE CAMP, •. •E ACCEPTANCE NO. _ir _02 doz • C 0 • • FL .1 0 PE Co N9h OY V ' PROFE 6 .1 1 . ,:tom 5 shoat t of 0 Z N ! ' W j 4' u� 01 I',l - « I I ER •/s0/F0 • .rte � r•vn Oy AS NOTED MC [chocked 01� [checked ( drawing no. 98 -217 . GLASS OR DOOR ©CONT. (TYP. TOP & BOTTOM THREE V4 "46 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. p 24' O.C. MAX. 01/05799 16:12 EMBED, EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE S• / ANCHOR SCHEO. BASED • ON TYPE OF STRUCTURE( -f7' / CONT. 4" x .250" ALUM. PLATE OVER W000 MEMBERS CO CONT. SEE MIN. SEPARATION 1/4 -20 MACHINE BOLT L NUT 012 "0.C. 1 FROM GLASS SCHEO. (SHEET S OF 81 --4 SEE MIN. SEPARATION FROM GLASS SCHEDULE (SHEET 5 OF 8) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' • SIDE CLOSURE REO'D. (SEE PLAN VIEW( NOTES; - THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. - HEADERS ION & ■ CANNOT BE USED IN COMBINAT WITH THIS DETML. — 1/4 -20 MACHINE SCREW STUD t WINGNUT 0 6" FOR TYPE 1 I. II L 0 12" O.C. FOR TYPE 111. © ALT. BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" 1 -1/2" 1 -1/2' t 1„ t 1 I �� (MAX. DESIGN LOAD 2 72 PSF) 04 O SOFFIT CONNECTION DETAIL SCALE 3 ". V -0" SEE MN. SEPARATION FROM GLASS SCHEDULE (SHEET S OF IN WOOD ROOF TRUSS • OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL l rP 1 I L I) mI /- STUCCO FINISH OR + r�_/I i s , • / PLYWOOD SOFFIT r l � ? \\ - *14 SMS BETWEEN TRUSSES 12" O.C. in 1/4" MAX. SEE MIN. SEPARATION FROM GLASS SCHEDULE ( SHEET S OF 8) O WALL MOUNT DETAIL SCALE : 3" = 1' -0" - NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. O SCALE : 3" - 1' -0" — EXISTN ANCHOR SCHED. BASED G HOL BLOCK OR W000 FRAM NO (SEE O N T OF CONCRETE, STRUCTURE - FASER. SEE ANCH SCHEDU R OCONNEC " TYPE 2' TEN T 1/4 -20 M BOL T L WNGNU (P 6 FOR TYPE is, R 12" 0.C. FOR TYPE 111. • GLASS OR 000R 2 J W ALVM. STUD ANGLE < X' 6 -0O ©2 "x2 x.125" EXISTING CONCRETE. `. HOLLOW BLOCK OR W000 FRAMING (SEE \ ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE) — (MAX. DESIGN LOAD a 72 PSF) "PASS THRU" DETAIL 3/4" PLYWOOD 2" x 4 • 1/8 CONT. ALUM. TUBE 16063 - T6) < 1 - MAX. 1 /B" TILE = FINISH MATERIAL ( -- -1/4 "0 POWERS RAWL CALK -IN V 7" 0.C. WITH 7/8" MIN. EMI. IN CONC. OR HOLLOW BLOCK OR 1/4 - 0 LAG SCREW LS 12' 0.C. W/ 1 -1/2- MIN. EMB. IN WOOD. W000 SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER 1/2 "0 THRU BOLT 0 12" 0.C. — 1/4 "0 POWERS RAWL CALK -IN (Ip 12' 0.C. / / WITH 7/8" MIN. EMB. IN CONC. OR / 'EMB HOLLOW BLOCK OR 1/4'46 LAG SCREW / I go 24" O.C. W/ 1 -1/2" MIN, EMB- IN WOOD / / 1 W000 SMALL BE OF SPECIFIC , GRAVITY "G" OF 0.55 OR GREATER ® 2" x 2" x 1/8" CONT, ALUM. ANGLE 6063 -16 1/4 -20 S.S. BOLT & WINGNUT PANEL MIDSPAN OR (R Sr 0 C. MAX. (TYP) MIN. 2" x 2" x .125' CONT. 6063 -T6 AL. ALLOY OR 18 GAGE GALV STEEL ANGLE pl is STORM PANEL CORNER DETAIL O SCALE : 3" = 1' -0" 00 © 2 x 2" x .125' ALUM. STUD ANGLE - ^\ TWO -3/16" ALUM./ POP RIVETS @ u'0.C. EXISTING CONCRETE STORM PANEL SEE MIN. SEPARATION FROM GLASS SCHEDULE (SKEET 5 OF 6) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCMED. BASED ON TYPE OF STRUCTURE) 1 /4'0 POWERS RAWL CALK -IN (� 5 -3/4" O.C. W/ 7/8" / MIN. EMB. IN CONC. W/ 1/4 -20 MACHINE SCREW-' m I S 1- w z W J J W z a a ?C l r-O 2 "x3 "x1 /8 "OR 2' x S x 1/8 6063 -T6 < ALUM. ANGLE X NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAO • 72 PSF) O O EDGE MOUNT DETAIL SCALE + 3" a 1' -0" L 1/ EMBED O ALT. WALL MOUNT W/ SPRING CLIP (SILL ONLY) SCALE: 3" = 1' -0" NOTE: PANEL LENGTH SHALL BE UNITED TO TABLE 1 TYPE 81 —0 2 "x3 "x1/8" TO • 2 "xS "xt /8" 6063 -16 ALUM. ANGLE W/ 1/4'0 STUD 0 12" O.C. 00 T ►- 0 2 J 4 V Z • 0 W O u ,, w- J G W i n 4 I 0. • X 0 Y N A. W N O9 TWO SPRING LOCKING CLIPS PER HOLE 4 6" O.C. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ' 1 BY PRODUCT CONT D s .1 -4 BUILDING CODE p CO O ?1 -: .CE OFFICE /a ACCEPTANC; N� — 024.02 ro 1NY a y 0'O i<i 4/ C 0 f , I .1J J D : ~ LL W a 1 J OI Q FL Lic PE 00 '• 0 1� o • wl 1 21 • • wl 1•••• �1 s` 4 s w • 3 a a O a 1{ K a i ` • • > v • S a - I_ e cc _ N V.J. KPEZEV' _ PR')FESSIONAL 5 19 01r10I ,c: =� l AS NOTED (design 07 11 cheesed sr VAC ji v/c drawing nom. 98 -217 ,0 ?• e0©1111111111 !drawn by A6 NOTED MC rdsslg VJK cAocM VJx droving no. 98 -217 snout lot 6 ) o .300 - .7S 0 /OS .125" TYP. S.00 MAX. ANGLE .125" TYP. 2.00" ANGLE SCALE : 3" = 1' -0" TYP .063" TYP. SCALE : 3" • 1' - 0" WIDTH UNLIMITED (PERP. TO PANEL SPAN) TYP SECTION TYPICAL ELEVATION -TYPE 1 !FASTENER 0 12" O.C. FOR DESIGN LOADS lLESS THAN OR (*WA. TO 111 Pil. "AIID O r o1. FOR OESKII LOAD GREATER - .THAN 110 P.S.F. EXISTING CONCRETE. HOLLOW BLOCK. OP WOOD FRAMING 99 fIDTE W BAR P BAR 1.110 12.00' COVERAGE 13.00" 13.50' FULL PANEL 2.00" y STUDDED ANGLE SCALE : 3 - • 1' - - TOP MOUNT / PIECE 0.0. OORO PLAN VIEW OPTIONAL O rxrx16GA. STEEL BAR ISEE PLAN VIEW IL NOTE 7 & 6) BOTTOM MOUNT PIE CE ©OR 7O r PRODUCT MARKING ' LOCATION STORM PANEL O SCALE = 3" • 1• -0" .12S" TYP. V4 -20 MACHINE SCREW STUD PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 1/4 -20 x 3 -1/2" SIDEWALK BOLTS W/ DIE CAST ALUM. WASHERED WINGNUTS FASTENED AT OVERLAPS. (SE( PLAN VIEW AND MOTE 6) (OUTSIDE) OVERLAP FASTENERS TYP. ISLE NOTE 0 6) ONSIDE) ALUM. ANGLE CLOSURE PIECE: rxrx .055" MIN. TO 2' x S x .OSS MAX. TYP //4" MAX. ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING. HALF PANEL (ZAMAC 3 ALLOY) O WASHERED WINGNUT SCALE : HALF SIZE NW o .e..- IL A 67 .666" 0 1 1 TPI HORIZONTAL ___ = LEG OPTIONAL ALT. LEG 1 2.000 - (TWO PER HOLE) DIRECTION O OPTIONAL ANGLE 0 SPRING LOCKING 0 O SCALE : 3" • V-0** CLIP (1" WIDE) SCALE : 3" • 1' -0" 0' WIDTH UNLIMITED (PERP. TO PANEL SPAN) TYP. SECTION - TYPICAL ELEVATION -TYPE II V4' MAX. EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING .062" r- TOP MOUNT PIECE ©OR 0 OR DIRECT MOUNT 1/4 -20 x 3 -1/2" SIDEWALK BOLTS W/ DIE CAST ALUM. WASHERED WINGNUTS FASTENED AT OVERLAPS. (SEE PLAN VIEW AND NOTE 6) OPTIONAL 0 1 x1'x16GA. STEEL BAR (SEE PLAN VIEW L NOTE 7 & 6) BOTTOM MOUNT PIECE 0 OR OR DIRECT MOUNT IS NOT USED. TABLE 2 NO BAR W/ BOLTS" IS APPLICABLE FOR SEPARATION FROM GLASS IS USED. TABLE 2 "BAR W/ BOLTS" IS APPLICABLE FOR SEPARATION FROM GLASS f® (OUTSIDE) 0 CD (INSIDE) 0 O SCALE : 3" • 1• -0" SILL TRACK (W/ 1/4" x 1 -5/8" SLOT AT 6 O.C.) W O 1- W 17 kJ lu VI J ZZ c • X o � 1z IA O W LL. N PLAN VIEW / CLOSURE DETAILS SCALE: 1 -1/2" • 1' -0" .315" 1a SCALE : 3" - 1' -0" SEE GENERAL NOTE *12 ON SHEET 1 OF 8. WIDTH UNLIMITED FULL PANEL •;PERP.'TO PANEL SPAN) ( / k 12' T P4 UNLESS CL SER SPACING REQ. FOP DIRECT MOUNT TYPICAL ELEVATION -TYPE III (NO DOLTS AT PANEL OVERLAPS OR BAR ARE REQUIRED) 11 1" r x 16 GA STEEL TUBE, TYP. (OPTIONAL) SEE NOTE 7 S. TYPICAL ELEVATION STORM PANEL 11 1/2" OVERLAP - 14 (INSIDE) ALUM. ANGLE CLOSURE PIECe 1- x 2 x .125" MIN. TO r x s - u. 1n" MAX. e. STEEL BAR HALF SIZE TOP MOUNT PIECE © OR 0 OR DIRECT MOUNT BOTTOM MOUNT PIECE p OR 0 OR DIRECT MOUNT 1 -v2" 111N. r PRODUCT MARKING LOCATION 16 GA. 0 2.230" r N . ♦ 1 ) 662" i - .250" rP ' 2.063' 2. 329" O "h" HEADER SCALE = 3" . 1' -0" N I O "U• HEADER SCALE : 3" • 1• -0" R .2S0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD. 3. STORM PANELS SHALL BE 5052 -1132 ALUMINUM ALLOY. 0.063" THICK, ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: HURST AWNING CO., INC. MIAMI, R DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 6. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 7. TYPE I & TYPE 11 PANELS. OPTIONAL 1" x 1" x 16 GA STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM ON INSTALLATIONS BELOW 30' ABOVE THE GRADE, PROVIDED THAT THE PANEL SPANS USED ARE 101" OR LESS. THAT DESIGN LOADS AREBELOW ±72 PSF AND THAT THE SEPARATION FROM GLASS IS 1 -7/8" OR MORE BUT LESS THAN 2.5 ". 8. TYPE 1 & 11 PANELS SHALL BE FASTENED AT PANEL OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" BOLTS W/ DIE CAST ALUM. WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION). FOR TYPE 1 OR 11 PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBULAR BAR ARE NOT REQUIRED NO STEEL BAR OR OVERLAP FASTENERS ARE REQUIRED FOR INSTALLATION TYPE 111. (SEE TYPICAL ELEVATION TYPE 111). TYPE 1 & 11 PANELS UTILIZING A STEEL BAR SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A 1" x 1" x 16 GAGE STEEL BAR USING 1/4 -20 x 3 -1/2" BOLTS W/ DIE CAST ALUM. WASHERED WINGNUTS OR JACKNUTS, (SEE TYP. ELEVATION). 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202, AND 203. 10. DESIGN I5 BASED ON HURRICANE ENGINEERING TESTING INCORPORATED (HETI) TEST REPORTS No. 94 -2928 AND No. 94 -3958, CONSTRUCTION RESEARCH LABORATORY (CRL) TEST REPORT No. 51021C. CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORT No. 95 -022, 95 -031 AND 96 -007R & 98 -043. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND TUBE ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. ADDITIONAL WARNING LABEL SHALL BE PLACED WHEN SPRING LOCKING CLIPS ARE USED STATING THAT TWO SPRING LOCKING CLIPS ARE REQUIRED PER HOLE. 12. WHEN PANEL 1 IS USED, 6 -1/4" AND 12 -1/2" O.C. SHALL BE USED IN ALL DETAIL IN THESE DRAWINGS IN LIEU OF 6" AND 12 ".BUT FASTENER SPACING SHALL NOT EXCEED THAT SHOWN IN ANCHOR. SCHEDULE ON PAGES 6, 7 & 8 OF 8. APPROVED AS COMPLYING ,= K , FASTENER O tr o.E. FOR DESIGN LOADS t•IT}{ ra LESS THAN OR E OUAL TO 110 P.SF. SOUTH }LO AND r O.C. FOR DESIGN LOAD GREATER / THAN 110 P.S.F. FIA EXISTING CONCRETE. B HOLLOW BLOCK. OR wood FRAMING PRODUCT CONTR:" DIV)S BUILDING CODE COMPLiANC( E ACCEPTANCE NO. [OJ• a• IDA BUILDING CODE ') Ae j g " i I =O ," ,n P O AP 1 4 0 0: W O 4 r a P 9, O O 0 ° on Q r II V.J. ME 1 PROFES II FL Lic No: PE0.I :3 ER