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WS-19-1924Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address I Ffiq-fJU � Issue Date:10/29/2019 Parcel Number 174 NW 110TH ST, Miami Shores, FL 33168 1121360030150 Contacts Permit NO.: WS-08-19-1924 Permit Type: Windows/Shutters Work Classification: Shutters Permit Status: Approved Expiration: 04/27/2020 ELIZABETH GABOTON Owner 174 NW 110 ST, MIAMI SHORES, FL 331684321 HOME OWNER Contractor HOME OWNER _ Description: INSTALLING ACCORDION SHUTTERS (16) Valuation: $ 4,000.00 Inspection Requests: TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $3.90 DCA Fee $2.60 Education Surcharge $0.80 Scanning Fee $9.00 Technology Fee $6.50 Windows/Shutters Fee $210.00 Tota I : $285.20 Payments Date Paid Amt Paid Total Fees $285.20 Cash 08/20/2019 $50.00 Cash 10/29/2019 $235.20 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermoree,, I authorize the above named contractor to do the work stated. Signature: Owner / Applicant / Contractor / Agent Date October 29, 2019 Page 2 of 2 �o1°1 1.4 `ems 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 6BUILDING ❑ ELECTRIC ❑ ROOFING FBC 20 Master Permit No.M—'0g—I I q —1 I q Z Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP JOB ADDRESS: { CONTRACTOR DRAWINGS / % �`� �' ��/O 9 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: OWNER: Name (Fee Simple Titleholde Address: I-/y /KW //0 City: 11VIA11`7/ u(A Construction Type: Flood Zone: BFE: FFE: r State: —F y Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Own� f Phone#: Address: City: State: 3 )-76 q 7e-�6 Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency M DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New p❑ Repair/Repl El Demolition Description of Work: N S Tid-GL C '' �/✓!YT V 1 �,)0/ Specify color of color thru tile: Submittal Fee $ ,C Permit Fee $ 0 CCF $ d • 40� CO/CC $ K/ Scanning Fee $ 9. 1D O 1 Radon Fee $_ U 0 DBPR $$ 3o . 1 D Notary $;5.0 0 11 Technology Fee $ W . S D Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ r��5• V (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 approved and a reinspection fee will be charged. Signature ' OWNER or AGENT The foregoing instrument was acknowledged before me this day of 20 1 by Kit+^ ho is personally known to JPBLIC: duced r I tQ g'Q as o did take an oat��pDY IP F — OO ��.0'f� �ded �.. Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: V ��i/,t;?�CJC. STA-M, , Seal: s*******.***•sr*►r******s*s•** *s*« s*s*ss****srs****ss***•r*******ss**s**srs*s**s*******ss**s****.ss**• G APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ''OWNER BUILDER DISCLOSURE STATEMENT e, NAME: �'IZ11 1-n at-lbOLOY) DATE: k\/--\1 ADDRESS: 114 IU W I l O 34- Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial i4 a• a • 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Qa Initial ,`��'_6, 6,^ 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial�� 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease which violates the exemption. Initia Gr 5. .,I uiidee9tand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial • r 6. I understand thatJ may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my,responsibility t6.ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 671 •�i1 a't� .i1` I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. ( �/�Vf /��. Initial` m (J 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 47, InitialL4 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initiar_ 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 171'42 cl Hin s, ! -53)oh Initia 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initia Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. if you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. 117 Was acknowledged before me this �� day of V 20Or By 14Z-Awy � , lrcj%�on who was personally known to me or who has Produced there License or Y�V•� ✓ 1(� 24rM A pormn,, W., 0, VAPPI, N`-i as identificatio�.�`��\7N ,...,, 'ARY %� e ? 11 12 10 9 13 8 7 14 Elizabeth Gabaton 174Nw110St Miami Shores FI.33166 f• . . •a Doors 110 EGRESS •••••0 • • • T • 1polo ! • I� a///�/� (//� jyy�) • • • . 4 • • • • 1 • . c n • 6 5 • 6 5 • 12 13 14 15 16 71 1 Z 3 Elizabeth Gabaton 174Nw110St Miami Shores FI.33166 5 �_M= APf RO'ED BY DATE ZONING DEPT _.._t... Bl DG DEPT SUBJECT i0 CChIPLIfAICE WITH ALL FEDERAL STATE ANu CU�N i'{ rjUL_S AND REGULATIONS IM C�I� 61 OL product Approval Menu > AppUutlon Detan FLU h Application Type Code Version Application Status Comments Archhred Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL17552-R1 Affirmation 2017 Approved is NCCL Corporation, Inc. 9811 NW 80 AVE. BAY 78 HIALEAH GARDENS, FL 33016 (305)883-9940 Ext216 rick*glcaluminu m.com Yiping Wang mcy@mcyengineering.com Rick Pelaez 9960 NW 79 Ave Hialeah Gardens, FL 33016 (305) 883-9940 rickogicalum inum.com Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C% Evaluation Report - Hardcopy Received Yiping Wang PE-55983 National Accreditation and Management Institute 12/31/2019 Sifu Zhou, P.E. U Validation Checklist - Hardcopy Received FL17552 R1 COI Certificate of Independence - GSS-1 NCCL SS .Ddf Standard Year TAS 201 1994 • • tAS 2(p • • • • • • • 1994 • TAS 203 ::a • • • • 1994 ••••••••••••• ••• • • • • ••• ••• ••• • ••• • • • • ••• • • • • ••• • • • • ••• • • • • • • • • • • • • ••• •• • • • • •• •• a =; I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Dyes ()No C; N/A FL17552 R1 COC FBC 2017 Affirmation Letter-SS.Ddf Product Approval Method Method 1 Option D Date Submitted 11/09/2017 Date Validated 11/09/2017 Date Pending FBC Approval Date Approved 11/18/2017 Summary of Products FL # Model, Number or Name Description 17552.1 GSS-1 Genesis Accordion Shutter System - LMI Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17552 R3 II ADIS-11 02.27.15 SS.Ddf Approved for use outside HVHZ: Yes Verified By: Ylping Wang PE #55983 Impact Resistant: Yes Created by Independent Third Party: Yes Design pressure: +150/-200 Evaluation Reports Other: FOR SHUTTER SPANS VS. DESIGN LOADS AND FL17552 RI AE Evaluation Report -NCCL SS.Ddf ANCHOR TYPE VS. DESIGN LOADS, REFER TO INSTALLATION Created by Independent Third Party: Yes DRAWINGS Fair N® Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are pudic records. If you do not want your e-mail address released in response to a publicrecords request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have arry questions, please contact BSo.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licansees kensed under Chapter 45S, F.S. must provide the Deportment with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine if you are a 1ken3ce under Chapter 45S, F.S., pdaose dick LCM. Product Approval Accepts: ®MM RM Credit Card Safe era aver . . . . . .. .. ... .. . . . av : : • . e . . e • ; : •e • a • t • • eve a e a a a•e • • • • 0 a a • • • 0 v• ery • • • v • •a • • • • • • ••• Soo : • • av vv• 0 •a• 0 0 GENERAL NOTES: 1. THIS PRODUCT fZS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy=31.0 KSI UNLESS IT IS SPECIFIED. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5. WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE, G = 0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 6. ALL ALUMINUM BLIND RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 7. BOLTS TO BE GALVANIZED OR STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH. 8. 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 BUILDINGS. 9. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHOULD BE PLACED ON THE EXPOSED SURFACE OF THE CENTERMATE BLADE (COMPONENT 10) UNDER LOCK ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: NCCL CORPORATION 9960 NW 79TH AVE., HIALEAH GARDENS, FL. 33016 MISSILE LEVEL D - ASTM E1886, E1996 & E330 TAS-201, TAS-202, AND TAS-203. 10. (a) THIS PRODUCT APPROVAL DOCUMENT (PAD.) PREPARED BY THIS ENGINEER IS GENERIC (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE PAD. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. I (.HEAD & SILL MAY BE INTERCHANGED WHERE NOTED IN MOUNTING SECTIONS TO FIT FIELD CONDITIONS. 12.WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MENBERS,NOT PLYWOOD,FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 13. ULTIMATE LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS. NOTES: WHEN EDGE DISTANCE EQUAL OR GREATER THAN 2" AND LESS THAN MIN. EDGE DISTANCE SPECIFIED ABOVE, THE ANCHOR SPACE IN ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWING REDUCTION FACTOR: ANCHOR TYPE A. & Al: REDUCTION FACTOR = 0.80 ANCHOR TYPE B & B1: REDUCTION FACTOR = 0.67 ANCHOR TYPE C & Cl: REDUCTION FACTOR = 0.80 ANCHOR TYPE E: REDUCTION FACTOR = 0.80 ANCHOR TYPE F: REDUCTION FACTOR = 0.67 PLEASE NOTE THIS INSTALLATION ARE ONLY VALID FOR THE RESULTING ANCHOR SPACE EQUAL OR GREATER THAN 3'. REDUCTION FACTOR MULTIPLY DESIGN LOAD ON SHEET 5 THRU SHEET 16, HAS TO BE GREATER THAN PROJECT DESIGN LOAD, TYPICAL ANCHORS: (SEE CHARTS FOR ANCHOR SPACING) itTYPE A. 1/4' DIA. TAPCON BY ITW BUILDEX (Fu = 120 KSI, Fy = 92 KSI) INTO CONCRETE fc'=3000 PSI l-N4' AIIN. EMBED 2-1/2' MIN. EDGE DISTANCE TYPE Al. INTO CONCRETE BLOCK TYPE A2. INTO WOOD 1-1/4" MIN. EMBED 1-1/2' MIN. EMBED 2-1/2" MIN. EDGE DISTANCE 2-12' MIN. EDGE DISTANCE TYPE B. 1/4-20 CALK -IN BY'POWERS' FASTENERS INTO CONCRETE fc'=3000 PSI 7/8' MIN. EMBED 3' MIN. EDGE DISTANCE TYPE Bl. INTO CONCRETE BLOCK • • • • 7/8' MIN. EMBED • 3' MIN. EDGE DISTANCE • • 0000 TYPE C. 1/4' CRETE-FLEX SS4 MASONRY ANCHOR BY'ELCO" • • • • • INTO CONCRETE k'=3000 PSI • • • • • • •• • • • • • 1 3/4" MIN. EMBED • 2 12' MIN. EDGE DISTANCE • • • • • • • TYPE Cl. INTO CONCRETE BLOCK • • • • • • • 1 1/4" MIN. EMBED • • • • • 2 12" MIN. EDGE DISTANCE •••• • •• • • • • • • • • TYPE D. 1/4" DIA. ULTRACON BY ELCO (Fu = 177 KSI, Fy = 155 KSI) • • • • INTO CONCRETE fc'=3000 PSI • • • • •I • • • 1-&4' MIN. EMBED 000000 • 2-1/2' MIN. EDGE DISTANCE • • • TYPE D7. INTO CONCRETE BLOCK TYPE D2. INTO WOOD • • • • • • • • • • 1-1/4' MIN. EMBED 1-12' MIN. EMBED • • • 2-12' MIN. EDGE DISTANCE 2-12- MIN. EDGE DISTANW, • • • • TYPE E. 1/4" DIA TAPPER- BY "POWERS' ••••• • INTO CONCRETE fc' = 3000 PSI • 1J/4' MIN. EMBED 2-1/2" MIN. EDGE DISTANCE TYPE E1. INTO CONCRETE BLOCK TYPE E2. INTO WOOD 1-1/4" MIN. EMBED 1-1/2' MIN. EMBED 2" MIN. EDGE DISTANCE 2' MIN. EDGE DISTANCE TYPE F. 1/4' - 20'ALL POINTS' SOLID - SET ANCHORS INTO CONCRETE fc' = 3000 PSI 71W MIN. EMBED 3" MIN. EDGE DISTANCE TYPE F1. INTO CONCRETE BLOCK 7/8' MIN. EMBED 3" MIN. EDGE DISTANCE TYPE G 1/4- DIA. LAG SCREWS (Fy = 60 KSI) INTO WOOD STRUCTURAL 1-1/2' MIN. THREADED EMBED 1-12' MIN. EDGE DISTANCE TYPE H. 5/16" DIP. ULTRACON BY ELCO (Fu = 177 KSI, Fy = 155 KSI) INTO WOOD STRUCTURE 1-12' MIN. EMBED 1-&8" MIN. EDGE DISTANCE ti n•c o�maucrn.uuriou manes �PP�aPlMmryll•• Wa•IKF• �PLno axswrP=o.� ,c=Pon•.�rz.mrc Pnoem. �.w�rn•m axarvua�re mow rnE P sn d coxr aro•ro� rw mnvn•c PPaoucr ernm �*:� avuwrwnPw.uco wr arn.,F rnou,r� a>«amnamrimwrHe mcuu•xr. o ..�i.ca��u avwo°i Leo n,wr�rw. b aIlE 9PE441C PRalECI)aMN!•E wcPu•n er • riana xm•rum wcwa•,wr•rmrwc•xu ecwcn••.waav xicpo pE0A1 •on M noRtr /•o+Mont� e Poar� PNOPEn u�a 11E PFA � rw Ptn wasua nc wre,vo awcnr� aPu nxo aiarMnwe or me mo•cnarwi e�area. v Pca�Pn m c 0 ON y lr � � • NN Op • w W 7 Z O co I- o9Q O K� U L) U _ Q U �a y Z x W Z W C0 �� • ,,�� FL#� 17552 ION �4 • �C•A.KbW7PL : * x.us wv uarto No t * : # f W sowerr ucr a-mo � P Z m.mm xa. ��iF!r810N�`��•`� 1� oe is 1.840' 1.375' 2.420' o 0.095' 3.421' 3.000' S 1.841 • 1.806' 0.0#50' �0.050" N uJl OPTIONAL -� JVNFC100-018063-T6�OPTIONALNFC100-048063-TBNFC100 OPTIONAL ��^-� ___/ - 1.458' � --� z z$ S itu< c� Z N c a ;o o� y n ram- .G Nm pp Nro C Z nm F U Q 2 S Z J N Q : m I{I U) N Z O Z U y ouo Z a^ c 3� • o¢ m� • H • W ... k Z • = o • • Z LL • O O QZ • 0. w g � � 2S • • O U0 C Q L) U • • Uj Z = Z U CD FL#17552 I� * sua •a xo�rm • uxx r.� W v.o,a� ic-r �s-aa ox.,mxo xo IsLQP • �� AD15-11 2 OF 16 February 1 , -Uj to 0 2015 l 1X2X1IB"; 2X2X1I8•;.709"1.000'2X3X1/8'; 2XSX1/8';2.850' 2273• ♦`�• dl ON MAX. SHUTTER SPAN(L) ALLOWABLE DESIGN LOAD POSITIVE NEGATIVE IN PSF P F <= 150 mmq 200 60 150 200 66 134 122 158 78 113 142 84 106 128 90 101 116 96 96 105 102 92 97 108 90 90 114 85 83 120 81 78 126 76 73 132 71 68 138 65 64 144 60 60 15S • • 53 55 • 156 46 •m050162••• 40168 33174..,, 28 25% ... . .. . .... • LSTRUQTION: ...... •. STEP I *Q ft%IAINE DEIGN fiND LOAD • REQUIREMENT BASED ON APPLoICASLE •. •. •ASCE 7SAAAdP.RD. ..•• STEP 2 CHECK SHUTTER CAPACITY FOR A GIVEN SHUTTER SPAN USING CHARTS ON SHEET 4. MAX. DESIGN LOAD FROM CHART HAS TO BE EQUAL OR GREATER THAN DESIGN WIND LOAD FROM STEP 1. STEP 3 USING CHARTS ON SHEET 6 THRU SHEET 15 SELECT ANCHOR TYPE AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE ANCHOR DETAIL USED. 27 28 O 25 CENTER MATE OPTION 2 EXISTING WINDOW GLASS 10 z0 Lu = � H 0 o CENTER MATE OPTION 1 SECTION W / STARTER AT ENDS as V. L J L L n �o .0 11 A J z a i Z Q 2 inYl W C:) In �r NOTES: THRU 11 TYPICAL ELEVATION STANDARD TRACK TYPICAL ANCHORS @ 24" O.C. TYP. SUBSTRATE LI #10 TEK SCREW J @ 24" O.C. TYP. 26 19 20(14 23 R 22 zs CENTER MATE OPTION 3 — SEE NOTES 2 1) LOCK SHALL BE LOCATED WITHIN 18' OF MID -SPAN; 2) FOR SHUTTER SPAN t 12 FT USE (2) LOCKS AT 1/3 SPAN; 3) LOCK O4 USED FOR STANDARD TRACK ONLY. 4) LOCK§ANDSED FOR SHUTTER SPAN LESS THAN 85' ONLY. 5) LOCKUST BE USED WHEN LOCKS®OR®8 ARE USED ON SHUTTER SPANS GREATER THAN 144". 6) LOCK PIN®USED WITH®IS OPTIONAL EXCEPT ON SHUTTER SPAN GREATER THAN 144". s �a w � Z te y H z � O O 1-T 0 0 U U_ w Zrn z W c� P �. •,� FL#17552 IN 5 3 .,.*� non a-m-ia �� No �7 R sus u xorzo CO F W ..mer Ycr a oeo :2 owru. o �d�` AD15-11 4 OF 16 W J 0 W co IU TYPE� W z 3' X 114' ALUMS LEWL . iCH E W 2 'k— D FOR INTERMEDIATE IMINUM TUBE IE Ire TUBE r.e :1re TYPE r.5.114' SF MPSF M.P.F SF ;TRATE ,C. TYP. SCREW 24" O.C. ELEVATION OPTION 2 SUBSTRATE LU w EXISTING GLASS 2 to It" w cn 90 DEGREE SHUTTER OPTION ELEVATION OPTION 1 40 February FL¢#17552 ADiS-11 5 OF 16 WOOD CONCRETE CONCRETE HOODYR CONCRETE MAX. ONCRET ONCRETE MAX. NCREfE ONCRETE DESIGN SIIUTTE STRUCTURE BLOCK BLOCK SHUTTER STRUCfURBLOCK % SPAN DESIGN SPAN LOAD ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR LOAD CHOR ANCHOR ANCHORANCHOR TYPICAL ANCHOR PACIM SPACING SPACING SPACING SPACING PACING SPACING SPACINGSPACING SEE CHART ON LEFT in. in. (in. in.) (in. (in. in.(in. i TYPE TYPE TYPETYPE ~ PSF INCH TYPE TYPE E A2/D2/F.2/ Al/B1/Dl TYPE PSF INCH TYPE TYPE E A2/D2/E2A/B/C/F G /F.1 C1/FI A/B/C/F Cl/F1 io G60 14.0 19.0 14.0 10.8 14.0 60 14.0 14.0 14.014.0 SUBT RATE. 78 14.0 14.0 14.0 8.3 14.0 78 14.0 14.0 14.011.7 96 14.0 14.0 1 14.0 6.7 11.7 96 14.0 12.1 1 14.0 5.5 9.5 25 114 14.0 12.6 14.0 5.7 9.9 25 114 13.8 10.2 14.0 4.6 8.0 132 14.0 10.9 14.0 4.9 8.5 132 11.9 8.6 14.0 4.0 6.9 150 13. C 9. 6 11. 0 4.3 7.5 150 10.5 7. 8 12. 5 3.5 6. 1 1 T 168 11.6 8.5 13.7 3.8 6.7 168 9.4 6.9 11.1 3.1 5.4 180 10.8 8.0 12.8 3.6. 6.2 180 8.8 6.5 ID_4 - F 1 10 IIA 10.7 7.9 12.6 3.5 6.2 40 132 9.2 6.8 10.9 3.1 5.3 50 • • 60 • • • 70 ••• 80 • • •••• 90 • •••• 100 120 140 160 180 200 162 7.5 5.5KI5 4. 3 60 11.9 5.1 9.4 7 12.5 2 4.1 7.2 96 10. 1 7 3.4 5.9 114 8.5 6 4.9 132 .4 4.3 153 6.4 A.7 - 3.7 4.5 7.8 50 i • U. D 800 - - 4. 9 3.9 60 96 6.8 5.0 8.1 4. 120 5.5 4.0 6.5 3. - 3.3 144 4.6 3.A 5.43.8 6.7 70 60 9.4 6.9 11.1 3 1 5. - 5. 1 78 7.2 5. 38.6 - 4. - 4.2 96 5.9 4.3 7.0 3. - 3.5 114 4.9 3.6 5.9- - - - 135 4.2 3.1 4.9 3.4 5.9 80 60 8.2 6.1 9.7 - 9- 1�6 9.5 78 6.3 4.7 7.5 - 3. - 3. 7 96 5.1 3.8 61 - - - -120 4.1 3.0 4.93.0 5.2 �9078 60 7.3 5.4 8.7 - 4. - 4.0 5.6 4.1 6.T- 3.3 96 4.6 3.4 5.9- - 108 4.1 3.0 4.8- 4.7 100 60 6.6 4.8 7.8 3 .0 - 3.9 72 5.5 4.0 6.5 - 3. .9 - 3.3 84 4.7 3.5 5.6 - - 6.0 - - 96 4.1 3.0 4.9 ]0.0 - 4.9 120 48 6.8 5.0 8.1 q 8.0 - 3.9 60 5.5 4.0 6.5 - 3. 6.7 - 3.3 72 4.6 3.4 5.4 - - 5. 9 - - 81 4.1 3.0 4.8 8.6 - 4.2 140 48 5.9 4.3 7.0 3. 6.9 - 3.3 60 4.7 3.5 5.6 - - 6.2 - 3.0 66 4.3 3.1 5.1 - - 5.7 - - 72 3.9 4.6 - - 7.5 - 3.7 160 48 5.1 3.8 6.1 6.0 - - 60 4.1 3.0 4.9 - - 5.5 - - 66 3.7 4.4 6. 7 - 3.3-- 180 48 4.6 3.4 5.3 - - 60 3.6- 6.0- 200 57 3.5 1 1 A 1 I - I- 5.1 - - J. SEPARATION SEE CHART G BELOW 1B w w , SUBSTAAJE./ o 77 TYPICAL ANCHOR SEE CHART ON LEFT j MIN. GLASS SEPARATION CHART SHUTTER SPAN SEPARAI SPAN S W 1x• S7<SPANSW 2y• W SPAN 9 12 ay. 120'cSPµ SIN' 141'<SPµ 51W 4• 18S•<SPµ S1W 4X• C x N WHEEL CARRIAGE 2� #10 x 3' 410-HT S.S S.M.S. O WI 7116'Ox 51 6' a MEDIUM & HAT NYLON a BUSHING (TOP ONLY) c 2 #10x7 41 D-HT S.S S.M.S a TYP. TOP & BOTTOM i m 30 � v C N c a o ' o� v or N N pp W Z N E °u Z 0 7 s m _ U ti ou ci (7 c Z 2 �m u w an c ms #10x3'410•HTS.S O S.M.S. W/ 7 / 16.Ox 71 W LONG NYLON BUSHING (BOTTOM ONLY) �w��■�a� o®®tee®, O�E�l�OO 0�®m00 o�®tea® o�m®aa TYPICAL ANCHOR SEE CHART ON LE; F ' S / i o w / aT � UBSTRATE, WHEEL CARRIAGE — MIN. SEPARATION SE CHART G ON SHEET Ln :SUBSTRATE, s/ / TYPICALj ANCHOR SEE CHART ON LEFT x #10x3" 410-HT S.S S.M.S. W/ 7 / 16"Ox 5 / 8" �a MEDIUM & HAT NYLON BUSHING (TOP ONLY) #10x2"410-HT I lr ' S.M.S. T TO r TOP &BOTTOM #10x3" 410-HT S.S S.M.S. W/ 7 / 16'Ox 7 / 8" LONG NYLON BUSHING (BOTTOM ONLY) No a D C�I C FL#17552 AD15-11 7 OF 16 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART $ TYPICAL ANCHOR SEE. #tOx3" 410-HT S.S s ` ? SPAN SPANCHART ON LEFT / S.M.S. W! 7 / 16"0x 5 / 8' go i // MEDIUM & HAT NYLON o BUSHING (TOP ONLY) i / 3 #lOx2" 410 HT c o Z w " / S.S S.M.S. TYP. (D SUBSTAATE . TOP &BOTTOM W ' / j J (� a 2THEEL CARRIAGE rm I o ��19 NN C V om N U Z 0. S 4 C7 MIN. SEPARATION SEE 2 a O CHART G ON SHEET 6 7 W Z E Z E f Z Z U 'u5 a ° co Z z m K W y am m w ] = U mX 7 F } to k z O 3 to F- z� 16.1 � i--------+ O O ah 1- i g i c 3 0. lr " i o SUBSTRATi c O O O w / // #10x3" 410 HT S.S a U a S.M.S. W/ 7 / 16"Ox 7 / 8" w z = %/ LONG NYLON BUSHING w TYPICAL i j (BOTTOM ONLY) O ANCHOR SEE % CHART ON LEFT y C9 NUI � ,,♦ FL#17552 IiV�JION ♦♦ NO DD * f . W seomr �cr e-ae ♦♦♦♦i ��f FLOP t1dO� ADl S- i l ♦��iFs810Np� `� a OF le February 1 MAX. • ••• • • • SHUTTEREBLOCK CR• DETAII. CONCRETE 2T TOP WOOD STRUCTUR CONCRETE CONCRETE BIACKSIGNSHUTTEREBLOCK MAR. LOADANCHORANCILOR ONCRET UETATL CONCRETE 26 R W00 STRlC11, CONCRET CONCRETE BLOCKDANCHOR ANCHOR SPACING ANCHOR SPACTNG (in.in. ANCHOR SPACTNG ANCHOR SPACTNf. (in.(in. PACTNG SPACTNG ANCHORANCHORANCHORPACTNG SPACTNGSPACTNGSPACIG'(in. (in.in,in.TYPE INCH TYPE A/B/C/F TYPF. F. A2/I12/F.2 G TYPE AI/lil /DI/ El TYPE Cl/FI PSF TNCH TYPE A/B/C/F TYPF. E TYPF.F A2/D2/F.2 /G .41/AI/D1/ El 7YPE Cl/FI 25 6O 12.0 12.0 12.0 12.D 12.0 25 60 12.0 12.0 12.0 12.0 12.0 76 12.0 12.0 12.0 11.3 12.0 78 12.0 12.0 12.0 9.3 12.0 96 12.0 I2.0 12.0 9.1 I2.0 96 12.0 12.0 12.0 7.5 12.0 114 I2.0 12.0 I2.0 7.7 12.0 114 12.0 12.0 I2.0 6.3 11.0 l32 12.0 I2.0 I2.0 6.7 11.6 l32 12.0 12.0 12.0 5.5 9.5 150 12.0 12.0 12.0 5.9 10.2 l50 12.0 10.7 12.0 9.8 8.9 l68 12.0 I1.6 12.0 5.2 9.1 168 I2.0 9.5 12.0 4.3 7.5 180 12.0 10. 8 12. 0 4.9 8. 5 180 l2. 0 6.9 12, 0 4. 0 7. 0 40 60 12.0 12.0 12.0 9.l 12.0 40 60 12.0 12.0 12.0 7.5 12.0 78 12.0 12.0 12.0 7.0 12.0 78 I2.0 12.0 12.0 5.6 96 12.0 12.0 12.0 5.7 9.9 96 12.0 I0.9 12.0 4.7 114 12.0 10. 7 12.0 4.8 8.4 114 11.9 8.8 12.0 4.0 329.2 12.0 4.2 7.2 210.3 7.6 12.0 3.4 508.1 12.0 3.7 6.409.0 6.7 10.73.0 R6.9 162 I0.2 7.5 12.0 3.4 5.9 1628.4 6.29.9-60 5096 12.0 12.0 12.0 7.3 12.0 ��.32 60 12.0 12.0 12.06.0 78 12.0 12.012.0 5.6 9.8 76 12.0 10.3 12.0 4.6 12.0 10.1 12.0 4.6 7.950 11.38.3 12.0 3.8 114 I1. 6 8.5 12.0 3.9 6.7 9. 5 7.0 11.3 1.2 5. 5 132 10.0 7.4 11.9 3.3 5.8 8.2 6.1 9.8153 6.6 6.4 10.25.0 7.1 5.2 8.4 - 9.1 6T • 60 12.0 12.0 l2.0 6.1 10.6 60 60 12.0 I L l 12.0 5.0 8.7 7 10.4 12.0 4.7 8.1 78 11.6 8.6 12.0 3.9 6.7 96 11. 8.4 3.8 6.6 96 9.4 7.0 11.2 3.1 5.4 120 9.2 6. 10.9 3.0 5.3 120 7.5 5.6 8.9 4.4 144 7.R 5.6 • 9.1• 4.4 144 6.3 4.6 7.5 3.6 70 • I II. 12.0 5.2 9.1 70 60 12.0 9.5 12.0 4.3 7.5 78 12.0 8.. 12. 4. 0 7.0 78 9.9 7. 3 11. A 3.3 5.7 96 9.8 7. l 3.3 5.7 96 8.1 6.0 9.6 4.7 114 8. 3 6. 1 9.8 - 4.8 114 6.8 5.0 B. l - 3.9 1115 .0 5.1 8.030 - 9.0 135 5.7 9.2 6.8 - 3.3 • � 60 .0 10. 4.6 7.9 � 60 11.3 8.3 12.0 3.8 6.5 78 10.6 7.8 12.0 3.6 6. l 76 8.7 6.4 10. 3 - 5. 0 96 • 1 0 6. 1! 6.3 • !(02 - 5.0 96 7.1 5.2 8.4 - 4.1 5.1• 8.2+ - 4.0 l20 5.7 4.2 6.7 - 3.3 •• 9O • 60 12. 0 9. 0 .0 4.1 7.1 90 60 IO. l 7. h 11.9 3. 3 5. 8 78 • 9. h 6. 3. L 5.4 78 7. 7 5.7 9.2 - 4. 5 9b 7.6 5.6 9.1 - 4.4 96 6.3 4.6 7.5 - 3.6 5. S • •8! to - 3.9 l08 5.6 4.1 8. 6 - 3. 2 �00 .0 8. 0 3.7 6.4 100 60 9.0 6.7 10.7 3.0 5.2 72 9.2 6. 1 3.0 5.3 72 7.5 5.6 8.9 - 4.4 84• • ♦. 9 5.8 • 9. :+4 4. 5 69 6. 5 4.8 7. 7 3.7 6 5.1 8.2 4.0 96 5.7 4.2 fi. 7 3.3 120 48 I1.5 8.4 12.0 3.8 6.6 l20 48 9.4 7.0 11.2 3.1 5.4 9.2 6.8 10.9 3. 0 5. 3 60 7.5 5.6 8.9 - 4.4 5.6 9.l 9.4 72 6.3 4.6 7.5 3.6 5.0 8.1 - 3.9 81 5.6 4.1 6.6 3.2 140 7.2 11.6 3.3 5.7 190 98 8.1 6.0 916 4. 7 5.6 9.3 - 9.5 60 6.5 4.8 7.7 - 3.7 5.3 8.5 - 9.1 66 5.9 4.3 7.0 - 3.4 7216.51 9. 8 7.8 - 3. 6 72 5. 4 4, 0 6. A - 3.1 160 6.3 10.2 - 5.0 160 96 7.1 5.2 8.4 - 4.1 60 6.9 5.1 8.2 4.0 60 5.7 4.2 6.7 3.3 66 6.2 4.6 7.4 3.6 66 5.1 3.8 6.1 180 48 7.69.4 180 48 6.3 4.6 7.5 - 3.6 60 6.l 4.5 7.2 3.7 6.0 - 20098 6.95.1 8.29.020046 5.7 4.26.757 to 5.84.3 6.93.3 574.8 3.55.7- MIN. GMIN- E6d, TYPICAL ANCHOR SEE CHART ON LEFT ' / %/�� ,EQ� Q//i/ % / i j ; / / - / - / /// SUB TRXTE #10x2" 410-HT S.S S.M.S. TYP. 1 WHEEL CARRIAGE TOP & BOTTOM #10x3" 410-HT S.S to S.M.S. W/ 7 / 16"Ox 5 / 8" MEDIUM & HAT NYLON U BUSHING (TOP ONLY) Z F W MIN. SEPARATION SEE C z Q S B i _ o°a DESIGN DESIGN AD VS SPAN AND ANCHOR SP A ING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART MAX. )ES IGN LOAD SHUTTER SPAN DETAIL 3T 9 38 (TOP & BOTTOM) MAX. DESIGN LOAD SHUTTER SPAN DETAIL 13B BOTTOM CONCRETE CONCRETE CONCRETE WOOD CONCRETE BLOCK CONCRETE BLOCK CONCRETE CONCRETE CONCRETE CONCRETE BLOCK CONCRETE BLOCK ANCHOR SPACING (in. ANCHOR SPACING in.) ANCHOR SPACING in. ANCHOR SPACING (in.) ANCHOR SPACING in. ANCHOR SPACING (in.) ANCHOR SPACING (in. ANCHOR SPACING in. ANCHOR SPACING in. ANCHOR SPACING in. ANCHOR SPACING in.) c e PSF INCH TYPE A/B TYPE C/F TYPE D/E TYPE A2/D2/E2 /G TYPE Al T TYPE El PSF INCH TYPE A/B TYPE C/F TYPE D/E Al/BPPE l TYPE E1 o z °' 25 60 14.0 14.0 14.0 14.0 14.0 14.0 25 60 9.0 9.0 9.0 9.0 9.0 r c� NNni V o m Z q nr- d:4: (% z f a z O o Z Z �m W y a-. V N �'• v�i= .,, a u 'm S' S q d 78 14.0 14.0 14.0 14.0 14.0 14.0 78 9.0 9.0 9.0 9.0 9.0 96 14.0 14.0 14.0 14. 0 14. 0 13.8 96 9.0 9.0 9. 0 9.0 9.0 114 14.0 14.0 14.0 14.0 11.9 11.6 114 9.0 9.0 9.0 8.0 8.6 132 14.0 14.0 14.0 12.9 10.2 10.0 132 9.0 9.0 9.0 6.9 7.4 ISO 14.0 14.0 14.0 11.3 9.0 8.8 150 9.0 9.0 9.0 6.1 6.5 Isa 14.0 14.0 13.0 10.1 8.1 7.9 168 9.0 9.0 9.0 5.4 5. 8 180 14.0 14.0 12.1 9.4 7.5 7.3 180 9.0 9.0 9.0 5.1 5.5 40 60 14.0 14.0 14.0 14.0 14.0 14.0 40 60 9.0 9.0 9.0 9.0 9.0 78 14. 0 14.0 1 14.0 13.8 11.3 10.9 78 9.0 9.0 9.0 7.3 7.9 96 14.0 14.0 1 14.0 11.2 9.2 8.9 --7.5 96 9.0 9.0 9.0 5.9 6.4 114 14.0 14.0 12.3 9.4 7.7 119 9.0 9.0 8.9 5.0 5. 4 132 12.7 14.0 10.7 8.1 6.7 6.4 132 9.0 9.0 7.7 4.3 4.6 7 CL 3T 3B TOP 8, BOTTOM k y 7 X #10x3" 410-HT S.S S.M.S. W/ 7 / 16"Ox 7 / 8" LONG NYLON BUSHING (BOTTOM ONLY) /16"0 RIVETS OR 0 TEKS @ 6" O.C. CJ q O gi LU C7 o (6 - 5 EQ. EQ. 3/16"0 RIVETS OR W #10 TEKS Q 6" O.C. �I O CONCRETE TYPICAL ANCHOR <•' p SEE CHART ON LEFT } MIN. / EDGE DIST. -I �zzzzl � i,� �� rfr� �d Agj�aN �� PQ �' 6E" 55 3 4� `` L.A.AL �a�1 i* N• ♦< • t Ot • W ,q • 't Z' R��p••.•'t1p� 150 11.2 14.0 9.4 7.2 5.9 5.7 l50 8.3 9.0 6.7 3.8 4.1 162 10.4 14.0 8.7 6.6 5.4 5.2 162 7.7 9.0 6.2 3.5 3.8 50 60 14.0 14.0 14.0 14.0 11.9 11.4 so 60 9.0 9.0 9.0 7.6 8.2 78 14.0 14.0 14.0 11.1 9.2 8.8 78 9.0 9.0 9.0 5.9 6.3 96 14.0 14.0 11.8 9.0 7.4 7.2 96 9.0 9.0 8.4 4.8 .9.1 114 11.9 14.0 ]0.0 7.6 6.3 6.0 114 8.8 9.0 7.1 4.0 4.3 132 I0.3 14.0 8.6 6.5 5.4 5.'2 132 7.6 9.0 6.1 3.5 3.7 153 8.9 12.2 7.4 5.6 4.7 4.5 153 6.5 8.3 5.3 - 3.'2 HD • • 60 0 14.0 14.0 12.0 10.0 9.6 60 60 9.0 9.0 9.0 6. 3 6. 8 7 14.0 12. 2 9.3 7. 7 7.4 78 9.0 9.0 8.6 4. 9 5.2 96 11. 14.0 7.5 6.3 6.0 96 8.7 9.0 7.0 4.0 4.3 2.mz 144 5 13.1 9 0 4. 8 120 5.6 3.2 3. 4 144 7. 7. 9• 10.9 6. 6.6 • 5. 5.0 4. 2 4. 2 4.0 144 5. 8 5.8 7. 3 7. 3 4. T w j 0) 2 W _ to O K U Q rn W z O r- N 0 FL#17552 z ~ <ai O V J a U U Z = • 70 • 6 14.0 13.7 10.3 8. 8.3 70 60 9.0 9.0 9.0 S. 4 5. 8 78 12. 14.0 10. 5 8. 0 6. 7 6. 4 78 9. 0 9. 0 7. 4 4. 2 4. 5 9fi 10.2 14. 6.5 5.4 5. '2 96 7.4 9.0 6.0 3.4 3.7 114 8.6 11.9 7.2 5.4 4.6 4.4 114 6.3 7.9 5. 1 - 3.1 1350 •'R3 10.0 06.9• 4.6 3.8 3.7 135 5.3 6.7 4.3 - - • 0 I 14. .0 9.1 7.6 7.3 80 60 9.0 9.0 8.4 4.8 5.1 78 I .0 74. 7.0 5.9 5.8 78 8.0 9.0 6.5 3. 7 3.9 96 9. 12.4 5. 7 4. 8 4. 5 96 6. 5 8. 3 5. 3 - 3.2 1•D •7. • 9.90 6.0 4.5 3.8 3.6 120 5. 2 6. 6 4. 2 • 60 it. 14. 0 0 MAW 8. 1 6. B 6. 5 90 60 9. 0 9.0 7.5 4.2 4.5 78 9. 13. 8.2 6.2 5.2 5.0 78 7.1 9.0 5.8 3.3 3.5 96 8.0 11. 5.0 4.2 4.0 96 5.8 7.3 4.7 - - 10 1 9. 4. 5 3. 8 3. 6 108 S. 1 6.5 4.2 - - 100 41 11.4 14.0 9. 7 7.3 6. 1 5.8 I00 60 8.3 9.0 6. 7 3. 8 4.1 72 . 6 13. R.t 6.1 5.1 4.9 72 7.0 8.8 5.6 3.2 3.4 A4 2 11. 8.9 5. 2 4. 4 4.2 84 6.0 7.6 4.8 7. 10.0 6.0 4.5 3.8 3.6 96 5.2 6.6 4.2 - - 120 480 • • WE. 0 14.0 10. 1 7.6 6.4 6.1 120 48 B. 7 9.0 7.0 4.0 4.3 60 9.6 13.4 8.1 6.1 5.1 4.9 60 7.0 8.8 5.6 3.2 3.4 72 8.0 11.1 6.7 5.1 4.3 4.1 72 5.8 7.3 4.7 - - 81 7.l 9.9 6.0 4.5 3.8 3.6 81 5.1 6.5 1 4.2 140 48 10. 3 14.0 8. T 6.5 5.5 5.2- 140 48 7.4 9.0 6.0 3.4 3.7 66 11.5 6.3 4.4 4.8 66 7.9 4.4 - - ss 7.5 7.s to.s s.a 4.7 4.7 4.0 3.e ss s.4 5.4 s.s 4.4 - -�• 72 6.9 9.6 5.8 4.3 3.7 3.5 72 5.0 6.3 4.0 - - n+n oe-ze-+a ] 60 48 9.1 12.6 7.6 5.7 4.8 4.6 160 48 6.5 8.3 5.3 - 3.2 1 60 7. 3 10. 1 6. 1 4.6 3.9 3. 7 60 5.2 6.6 4.2 xu.z +s Nano 66 6.6 4.1 3.5 3.3 66 4.7 6.0 3.8 a+x 180 48 8. 1 11,2 6. 8 5. 1 4.3 4.1 180 48 5.8 7.3 4.7 - nez+err Ner ,e-Nee 60 6. 5 9.0 5. 4 4. 1 3. 5 3. 3 60 4.6 5.9 3. 7 - - 200 48 7. 3 10.1 6.1 4.6 3.9 3.7 200 48 5.2 6. 6 4. 2 - - CMIIINe Ne. AD15-11 57 6.1 8.5 5.1 3.8 3.3 3.1 57 4.4 5.6 3.5 February t , • • o > t E y a N Z CHART G ON SHEET 6 #10x3' 410 HT S.S.w S.M.S. W/ 7/16'Ox 7/8" LONG NYLON BUSHING= MIN. SEPARATION SEE03/110- (BOTTOM ONLY) 3/16'0 RIVETS OR #10 TEKS p 6' O.C. 5 C)N RIVETS cEKS (d12 Z a 0 RIVETS OR3/16"O aQ 6" O.C. o Qa ZEDGE W Wz Dd Z 0(2Q IZ1IMIN. u uTYPICAL B ° 1327 CONCRETEy ANCHORA SEE CHART ON LEFT O'er"MIN. DIST. SEPARATION SEE 7 aCHART G ON SHEET 6 yw#10x2'410-HT S.SS.M.S. W/ 7/16"Ox 5/8"wLONG NYLON BUSHING c (BOTTOM ONLY) W 90O= EQ EQ ANCHOR SEE CHART ON LEFT CONCRETE ° MIN. EDGE DIST. 1��AD15-11 e yz F Z O F 0 0UcQi Nco ZTYPICAL z w (9`,`ION'un R 72 Qb DESIGNIAAD VS SPAN AND ANCHOR SPACING CHART DESIGN lAAD VS SPAN AND ANCHOR SPACING CHARTDETAL MAX. SNUITER SPAN 4BTTpA DCSIGNR DETAL 5BBOTTOMCONCRETE CONCRETE. ANCHOR CONCRF.TF. ANCHOR SPACING (in.) CONCRETE.MAX. ANCHORANCHOR SPACINGSPACING (fn.) BLOCK81ACx (in.(in. CONCRL•-IECONCRETE ANCNURLOADPAN SPACINGSPACING CONCRF.TF. CONCRETE CONCRETE.DESIGN BLOCI( CONCRETE BLOCI(LOAD ANCHOR (in.) ANCHOR SPACING (in.in.)in.PSF ANCHOR SPACING ANCHOR SPACING ANCHORSPACING SPACING INCB TYP[i A/D TYPE C/F TYPE D/E AITBIEI TYPE CI PSF INCH TYPE A/D TYPE•C/F TYPE D/CAI�IEl TYPL•GI60 25 17.0 17.0 17.0 17.0 17.0 60 15.0 I5.015.0 15.0 15.0 7817.0 I7.0 17.0 17.0 17.0t5.0 15.0 15.0 I5.0 15.0% 17.0 17.0 17.0 17.0 17.0 96 15.0 15.0 I5.0 15.0L5.0 114 17.017.0 17.0 16.7 14.6L5114 15.0 I5.0 15.0 15.0 I5.0 17.0 17.0 17.0 l45 12.6 ]32 15.0 15.0 15.0 15.0 13.6 I50 168 I7.0 17.0 17.0 12.7 II.I 15O 15.0 15.0 ]5.0 14.4 12.0 I7.0 17.0 I6.5 11.9 9.9 166 I5.0 15.0 I5.0 12.8 t0.7 180 17.0 17.0 15.4 10.6 9.3 180 I5.0 I5.0 15.0 12.0 10.0 40 60 17.0 17.0 17.0 I7.0 17.0 40 60 15.0 I5.0 15.0 I5.0 I5.0 78 I7.0 17.0 17.0 15.3 13.4 78 I5.0 15.0 I5.0 15.0 14.4 96 17.0 l7.0 17.0 12.4 10.9 96 15.0 15.0 I5.0 14.0 11.7 t14 I7.0 IT.O 15.2 I0.5 9.1 il9 15.0 15.0 15.0 lL8 9.9 132 15.3 i7.0 13.1 9.0 7.9 l32 15.0 ]5.0 19.2 I0.2 8.5 l50 l3. 5 17.0 11.6 7.9 7. 0 I50 14. 4 I5. 0 12. 5 9.0 7.5 162 12.5 I7.0 I0.7 7.4 6.4 l62 13.3 15.0 I1.6 8.3 6.9 50 60 l7.0 17.0 17.0 l5. 9 13.9 SO 60 I5.0 15.0 15.0 l5.0 l5.0 78 17.0 1T.0 17.0 12.2 I0.7 78 15.0 15.0 15.0 13.8 11.5 96 I6.8 17.0 14.4 9.9 8.7 % 15.0 15.0 15.0 11.2 9.4 Il9 14.2 17.0 12.2 6.4 7.3 119 15.0 ]5.0 13.1 9.4 7.9 l32 12.2 17.0 I0.5 7.2 6.3 132 13.1 15.0 11.3 8.2 6.8 153 l0.6 16.5 9.1 6.2 5.5 153 11.3 15.0 9.8 7.0 5.9 60 60 17.0 17.0 17.0 17.0 I7.0 60 60 15.0 15.0 15.0 14.9 12.5 78 17.0 I7.0 17.0 15.2 14.6 78 15.0 ]5.0 15.0 11.5 9.6 96 17.0 17.0 17.0 12.4 11.9 % I5.0 t5.0 13.0 9.3 7.8 L 20 l7.0 l7.0 l5.8 9.9 9.5 120 12.0 I5.0 10.4 7.5 6.3 144 I5.7 17.0 13.1 8.3 7.9 194 10.0 15.0 8.7 6.2 5.2 70 60 I7.0 17.0 17.0 l7.0 16.3 70 60 I5.0 15.0 I5.0 ]2.8 10.7 78 L7.0 17.0 17.0 13.1 I2.6 78 I5.0 I5.0 13.7 9.9 8.2 6 l 7.0 l7.0 l5.9 10.6 10. 'L 9fi I'L. 8 15.0 11.1 S. fi. 7 ll 7.0 17.0 14.2 8.9 8.6 114 10.8 15.0 9.9 6.7 5.6 i1G Z4.4 1T.0 l2.0 7.5 7.3 l35 9.1 13.8 7.9 5.7 4.8 80 BO 17.0 .0 h7.0 14.9 I9.3 % 60 15.0 15.0 15.0 1L2 9.9 417.0 l7 17.0 11.4 11.0 78 13. 6 l5.0 12.0 8.6 7.2 17.0 l . 8 9. 3 8.9 % 11. 2 I5.0 9.8 7.0 5.9 l20 �7.0 Y1.8 7.4 7.1 l20 9.0 13.6 7.8 5.6 4.7 % 6S �/.0 13.2 12.7 % fi0 I5.0 I5.0 13.9 10.0 8.3 l7. .2 10.2 9.6 78 12.3 15.0 10.7 7.7 6.4 6 l4i3.1 8.37.990.015.07 6.2 5.2 •17.0•11.7 7.3 7.1 1088.913.4 7.7 5.5 9.fi60 117.0 I1.9 11.4 100 6014.415.0 12.5 9.0 7.5100 I5.8 9.9 9.5 72 12.0 15.0 I0.4 7.5 6.3 8 l6. 1 • 17.0 13.5 B. 5 8.2 89 10. 3 15.0 8.9 6.4 5.1 % 19. 1 T7!0• 11. B 7. 4 7. 1 % 9.0 13. 6 7.8 5.6 9. 7 120 • MB 17.0 7 0 17.0 12.4 I l.9 120 48 15.0 15.0 13.0 9.3 7.8 17.0 l 0 15.8 9.9 9.5 60 12.0 15.0 10.4 7.5 6.3 15.7 •7� 13.1 8.3 T.9 72 10.0 ]5.0 8.7 6.2 5.2 14.0 17.0 11.7 7.3 7.1 81 8.9 13.9 7.7 5.5 4.6 140• 48 17.0 I • I6.9 l0. 6 10.2 140 98 12. 6 15.0 11.1 8.0 6. 7 • I6.1 l .0 13.5 8.5 6.2 60 10.3 15.0 8.9 6.4 5.4 l4. 7 17.0 12. 3 7, 7 7. 4 66 9. 3 19. 1 8. 1 5.8 9.9 72 13.5 I7.0 11.3 7.l 6.8 72 8.6 13.0 7.4 5.3 4.5 I60 98 l7.0 l7.0 l4.8 9. 3 8. 9 160 48 11.2 I5.0 9.8 7.0 5.9 60 14.1 I7.0 11.8 7.4 1.1 60 9.0 I3.6 7.8 5.6 4.7 66 I2.8 17.0 10.7 6.8 6.5 66 R.2 12.4 7.1 5.1 4.3 180 48 I5.7 17.0 13.1 8.3 7.9 180 48 10.0 15.0 8.7 6.2 -5.2 60 I2.6 17.0 I0.5 6.6 6.3 60 B.0 12.1 6.9 5.0 4.2 200 48 14.1 17.0 I1.8 7.4 7.l 200 48 9.0 13.6 7.8 5.6 4.7 57 t 1.9 l6.4 10.0 6. 3 6. 0 57 6.6 4. 7 3.9 •• sees • •• sees • •••� • sees•• sees • sees sees• • • sees• • sees•• sees • sees DESIGN [,BAD VS SPAN AND ANCHOR SPACING CHART MAX. DESIGN LOAD SHUTTER SPAN DETAIL 88 (BOTTOM) CONCRETE CONCRETE I WOOD CONCRETE I BLOCK CONCRETE BLOCK ALUM. 6063-T6 ANCIOR SPACING in. ANCHOR SPACING in. ANCHOR SPACING in. ANCHOR SPACING in. ANCHOR SPACING in. ANCHOR SPACING in. PSF INCH TYPE A/B/C/F TYPE F. TYPE A2/DG/E2/ TYPE AI/Bl' DI/E TYPE Cl/Fl 1/4'TEKS 60 9.0 9.0 9.0 9.0 9.0 9.0 78 9.0 9.0 9.0 9.0 9.0 9.0 96 9.0 9.0 9.0 9.0 9.0 9.0 25 114 9.0 9.0 9.0 8.3 9.0 9.0 120 9.0 9.0 9.0 7.9 9.0 9.0 I50 9.0 9.0 9.0 6.3 9.0 9.0 168 9.0 9.0 9.0 5.6 9.0 9.0 180 9.0 9.0 9.0 5.2 9.0 9.0 60 9.0 9.0 9.0 9.0 9.0 9.0 78 9.0 9.0 9.0 7.6 9.0 9.0 96 9.0 9.0 9.0 6.1 9.0 9.0 40 114 9.0 9. 0 9.0 5.2 9.0 9.0 120 9.0 9.0 9.0 4, 9 8, 5 9.0 160 9.0 8.7 9.0 3.9 6.8 9.0 162 9.0 8.1 9.0 3.6 6.3 9.0 60 9,0 9.0 9.0 7.9 9.0 9.0 78 9.0 9.0 9.0 6.0 9.0 9.0 50 96 9.0 9.0 9.0 4.9 8.5 9.0 114 9.0 9.0 9.0 4.1 7.2 9.0 132 9.0 7.9 9.0 3.6 6.2 8.8 153 1 9.0 6.6 1 9.0 3.1 5.4 7.6 60 9.0 9.0 9.0 6.5 9.0 9.0 78 9.0 9.0 9.0 5.0 8.8 9.0 60 96 9.0 9.0 9.0 4.1 7.1 9.0 120 9.0 7.3 9.0 3.3 5.7 8.1 144 8.2 6.1 9.0 4.7 6.8 60 9.0 9.0 9.0 5.6 9.0 9.0 • 78 9.0 9.0 9.0 4.3 7.5 9.0 e70 7.8 9.0 3. 5 6. 1 8.7 • 6.6 9.0 5. 1 7.3 5.5 8.9 4.3 6.2 •• 9.0 9.0 4.9 8.5 9.0 • 80 W89. 8.4 9.0 3.8 6.6 9.0 6.8 9.0 3. 1 5.3 7.6 5.4 8.8 - 4.3 6.1 9.0 9.0 4.4 7.6 9.0 9.0 7.4 9.0 3.4 5.8 8.3 8.2 6.1 9.0 - 4.7 6.8 108 7.3 5.4 8.6 - 4.2 6.0 • • e0• • 9. 0 8.7 9.0 3.9 6.8 9.0 • 100 9.0 7.3 9.0 3.3 5.7 8.1 84 8.4 6.2 9.0 4.9 6.9 •�G• 7.4 5.4 8.8 4.3 6.1 •48 0.0 9.0 9.0 4.1 7.1 9.0 120 .0 7.3 9.0 3.3 5.7 8.1 d. 2 6. 1 9.0 - 4.7 6.8 • •81 • 7.3 5.4 8.6 - 4.2 6.0 48 0 9.0 7.8 9.0 5 6.1 8.7 140 8.4 6.2 9.0 - 4.9 6.9 66 7.7 5.7 9.0 13.1 4.4 6.3 72 7.0 5. 2 8.3 4. 1 5.8 48 9.0 6.8 9.0 5.3 7.6 I60 60 7.4 5.4 8.8 4.3 6.1 66 6.7 5.0 8.0 3.9 5.5 180 48 8.2 6.1 9.0 - 4.7 6.8 60 6.6 4.8 7.8 3.8 5.4 200 48 7. 4 5.4 8.8 - 4.3 & 1 57 6.2 4.6 7.4 3.6 5.1 MIN. SEPARATION SEE CHART G ON SHEET 6 Z y k 0 #10x3' 410.HT S,S z S.M.S. W/ 7 / 16'Ox 7 / 8' m y LONG NYLON BUSHING (BOTTOM ONLY) i p / EQ. EQ. w /SUBSTRATEE w / / QR 1/4'9 x 3/4' TEK v TYPICAL ANCHOR /. - SCREW SEE CHART 1' MIN. SEE CHART ON LEFT FOR SPACING MIN. SEPARATION SEE CHART G ON SHEET 6 5 O #IOx3' 410-HT S.S Z M.S. W/ 7 / 16'Ox 7 / 8' y ONG NYLON BUSHING (BOTTOM ONLY) - TYPICAL ANCHOR 15- O.0 PER TESTED SPACING 11 CONCRETE a fN y E No "- j Z m O U=1 F- Z O O <Z a 0. Z. QOU W Z x Z w C0 E- C7 FL#17552 munw xo. AD15-11 11 OF 16 CHART DESIGN I MAX. DESIGN LOAD SHUTTER SPAN DETAIL 7T TOP MAX. DESIGN LOAD SHUTTE R SPAN DETAIL 78 BOTTOM CONCRETE ANCHOR SPACING in. CONCRETEpS=ACI,% ANCHOR SPACING in.) CONCRETE BLOCK ANCHOR SPACING (in.) CON;RET E BLOCK ANCHOR SPACING (in.) ALL61. 6063-R ANCHOR SPACING (in. CONCRETE. CONCRETE WOOD CONCRETE BLOCK CONCRETE BLOCK ANCHOR SPACING in. ALUM. 6063-T6 ANGFOR SPACING in. ANCHOR SPACING in.) ANCHOR SPACING in.) ANCHOR SPACING in. ANCHOR SPACING in.) PSF INCH TYPE A/B/C/F TYPE E TYPE TYPE Al/BI/DI /Fl TYPE1/4'TEKS Cl/FI PSF INCH TYPE A/D/C/F TYPE F. A2/D /E2 /G AI/B /Dl El �E Cl/Fl 1/4'TEK S 25 60 9.0 9.0 9.0 9.0 9.0 9.0 25 60 9.0 9.0 9.0 9.0 1 9.0 9.0 78 9.0 9.0 9.0 9.0 9.0 9.0 78 9.0 9.0 9.0 9.0 9.0 9.0 96 9.0 9.0 9.0 9.0 9.0 9.0 96 9.0 9.0 9.0 9.0 9.0 9.0 114 9.0 9.0 9.0 9.0 9.0 9.0 114 9.0 9.0 9.0 7.9 9.0 9.0 120 9.0 9.0 9.0 8.9 9.0 9.0 120 9.0 9.0 9.0 7.5 9.0 9.0 150 9.0 9.0 9.0 7.1 9.0 9.0 150 9.0 9.0 9.0 6.0 9.0 9.0 168 9.0 9.0 9.0 6.4 9.0 9.0 168 9.0 9.0 9.0 5.3 9.0 9.0 180 9.0 9.0 9.0 5.9 9.0 9.0 I80 9.0 9.0 9.0 5.0 8.7 9.0 40 60 9.0 9.0 9.0 9.0 9.0 9.0 40 60 78 9.0 9.0 9.0 9.0 9.0 9.0 78 9.0 9.0 9.0 8.6 9.0 9.0 9.0 9.0 9.0 7.2 9.0 9.0 96 9.0 9.0 9.0 7.0 9.0 9.0 96 9.0 9.0 9.0 5.8 9.0 9.0 114 9.0 9.0 9.0 5.9 9.0 9.0 114 9.0 9.0 9.0 4.9 8.5 9.0 120 9.0 9.0 9.0 5.6 9.0 9.0 120 9.0 9.0 9.0 4.7 8.1 9.0 150 9.0 9.0 9.0 4.5 7.7 9.0 150 9.0 8.3 9.0 3.7 6.5 7.8 162 9,0 9.0 9.0 4.1 7.2 9.0 162 9. 0 7.7 9.0 3. 5 6.0 7.2 50 60 9.0 9.0 9.0 8.9 9.0 9.0 J0 60 9.0 9.0 9.0 7.5 9.0 9.0 78 9.0 9.0 9.0 6.9 9.0 9.0 78 9.0 9.0 9.0 5.8 9.0 9.0 96 9.0 9.0 9.0 5.6 9.0 9.0 96 9.0 9.0 9.0 4.7 8.1 9.0 114 9.0 9.0 9.0 4.7 8.2 9.0 114 9.0 8.7 9.0 3.9 &8 8.2 132 9.0 9.0 9.0 4.1 7.0 9.0 132 9.0 7.5 9.0 3.9 5.9 7.1 153 9.0 7.8 9.0 3.5 6.1 9.0 153 8.8 6.5 9.0 - 5.1 6.1 60 60 9.0 9.0 9.0 7.4 9.0 9.0 60 60 9.0 9.0 9.0 6.2 9.0 9.0 78 9.0 9.0 9.0 6.7 9.0 9.0 78 9.0 9.0 9.0 4.8 8.3 9.0 96 9.0 9.0 9.0 4.6 8.1 9.0 96 9.0 8.6 9.0 3.9 6.8 8.2 120 9.0 8.2 9.0 3.7 6.5 9.0 120 9.0 6.9 9.0 3.1 5.4 6.5 144 9.0 6.9 9.0 3.1 5.4 9.0 144 7.8 5.8 9.0 4.5 5.4 70 9.0 9.0 9.0 6.4 9.0 9.0 70 60 9.0 9.0 9.0 5.3 9.0 9.0 9.0 9.0 9.0 4.9 8.5 9.0 78 9.0 9.0 9.0 4.1 7.1 8.6 8.8 9.0 4.0 6.9 9.0 96 9.0 7.4 9.0 3.3 5.8 7.0 0 7.4 9.0 3.4 5 88 9.0 114 8.5 6.2 9.0 - 4.9 5.9 R78 •8.5 • 6.3 9.0 - 9.0 135 7.1 5.3 8.5 - 4.1 5.0 •80 9.0 9.0 5.6 9.0 8078 60 9.0 9.0 9.0 4.7 8.1 9.0 9.0 9.0 4.3 9.0 9.0 8.0 9.0 3.6 6.2 7.5 9.0 7. 7 9.0 3. 5 9.0 96 8.8 6. 5 9. 0 - 5. 1 6. 1 8.4 6.2 9.0 - F6.6 9.0 120 7.0 5.2 8.3 - 4.1 4.9 •� 60 9.0 9.0 9 0 5.0 9.0 90 60 9.0 9.0 9.0 4.2 7.2 8.7 78 9 0 8.5 9.0 3.6 9.0 78 9.0 7.1 9.0 3.2 5.6 6.7 W6 9. 6.9 •9. (b 3.1 9.0 96 7.8 5.8 9.0 - 4.5 5. 4 10* •So3 6.1 9!0 - 9.0 108 6.9 5.1 8.2 - 4.0 4.B 100 6 9.0 9.0 4.5 9.0 100 60 9.0 8.3 9.0 3.7 6.5 7.8 2 9. 8.2 •S. jQ 3.7 6.5 9.0 72 9.0 6.9 9.0 3.1 5.4 6.5 86 7.19 9.0 3.2 5.5 9.0 84 8.0 5.9 9.0 - 4.6 5.6 96 8.4 6.2 11.40 4.8 9.0 96 7.0 5.2 8.3 4.1 4.9 120 48 9.0 9. 0 4.6 8.1 9.0 120 48 9.0 8.6 3.9 6.8 8.2 9.0 8.2 9.0 3.7 6.5 9.0 60 9.0 6.9 3.1 5.4 6.5 •72 1960 6.9 • 3. 1 5. 4 9.0 72 7.8 5.8 4.5 5.4 91 •8.3 6. 9.0 - 4.8 9.0 81 6.9 5.1 4.0 4.8 140 8 9.0 8 .0 4.0 6.9 9.0 140 48 9.0 7.4 P7.9 3.3 5.8 7.0 0 .0 7.I• 9. 3.2 5.5 9.0 60 8.0 5.9 - 4.6 5.6 i .7 6.4 9.0 5.0 9.0 66 7.3 5.4 4.2 5.1 72 8.0 5.9 9.0 4.6 9.0 72 6.7 4.9 3.9 4.7 160 48 9.0 7.7 9.0 3.5 6.1 9.0 160 48 8.B 6.5 5.1 6. 1 60 8.4 6.2 9.0 4.8 9.0 60 7.0 5. 2--F 8.3 4.1 4.9 66 7.6 5.6 9.0 4.4 9.0 66 6.4 4.7 1 7.6 3.7 4.4 180 48 9.0 6.9 9.0 3.1 5.4 9.0 180 48 7.8 5.8 9.0 - 4.5 5.4 60 7.4 5.5 8.8 4.3 9.0 60 6.2 4.6 7.4 3.6 4.3 200 48 8.1 6.2 9.0 - 4.6 9.0 200 48 7.0 5.2 8.3 - 4.1 4.9 57 7.1 5.2 8.4 4.1 9.0 57 5.9 4.4 1 7.0 3.4 4.1 / 12 TYPICAL ANCHOR 114'0 - 20z314' S.S. SEE CHART ON / BOLTS W/NUT & LEFTj/ j WASHER 9' O.C. w ; SUBSTRATE , r-11BUSHING WHEEL CARRIAGE #10x3'410-HT SM.S. W/ 7 / 11 SEDIUM & HAT NYLON (TOP ONLY) Z MIN. SEPARATION SEE CHART G ON SHEET 6 En #1 Ox2' 410•HT S.S S.M.S. W/ 7 / 16'Ox 7 / 6' MEDIUM NYLON BUSHING (BOTTOM ONLY) MIN. a� u� EO. � `o cp #1012' 410-HT S.S h .M.S. TYP. TOP N & BOTTOM oar 1 i a 4F a c Fx-F a 7 m o o� v m Z nr r N c> �ZZ Z F a � 7 � w Z N E 0 z0 m 0 e Z Z w } a `� s m� rn EOL 7 /// S . bIUBSTRATE� 3l16'0 RIVETS OR #10 TEKS @ 6' OX 1/4'0 x 314' TEK TYPICAL ANCHOR / ' / ' SCREW SEE CHART SEE CHART ON I'MIN. O �� //' FOR SPACING 7 B 12 Fw- F O_ R to ♦- LL 2 O 0O ¢Z �° U U Q U �a Z Z W (9 co h C) ,-,--IFL#17552 NCRETE CONCRETE BLOCK NCHOR 'ACING in.) ANCHOR SPACING in. 'PE Cl TYPE DI 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.3 6.1 5.6 5.3 5.0 4.8 4.6 4.4 6. 5 6. 5 6.5 6.4 5.4 5.2 4. 6 4. 4 4.0 3.8 3. 5 3. 3 3.2 3. 1 6.5 6.5 5. 4 5. 1 4.4 4.2 3. 7 3.5 3.2 3. 0 5.8 5.5 4.5 4.3 3.6 3.5 5.0 4.8 3.8 3.7 3. 1 4.4 4.2 3. 3 3.2 3. 9 3. 7 3. 5 3. 3 3.6 3.5 3. 1 z ; a MIN. SEPARATION SEE tan CHART G ON SHEET 6 C 114"0 x 3/4" TEK o 1ST^ m SCREW @ 4" O.C. 3 0 TYPICAL ANCHOR #1 Ox3" 410-HT S.S " Z °g' SEE CHART ON LEFT S.M.S. W/ 7 / 16"Ox 7 / 8" LONG NYLON BUSHING U)y 1:; C9 (BOTTOM ONLY) Z e CONCRETE 12 � M w Z U J J Z L'. n 9B n i ?y 11/2" 1112" } ] ^� m� FOR BUADOUT CONDITIONS, 0 0 0 � o i FOR ANCHOR TYPE ON WALL MOUNT CONDITIONS REFER TO TT 8 8B ANCHOR Icy CHART (2) ANCHORS PER SEGMENT MIN. 2' (P.� �. TMIN. �I T`)P- -I . O O ° O '-4'MIN.__1 '1 0 CURVED TRACK D: e O 1/4-0 - 20x3/4" S.S. U) - BOLTS W/ NUT & Z K WASHER 2 PER 2 a < w SEGMENT@ 2" O.C.cr O O ' L) rn u) Z x 0 o w z w w to U) C) I FL 17552 ND - AD15-11 13 OF IB SPACING DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART MAX. DESIGN LOAD SHUTTER SPAN DETAIL IOT TOP MAX. DESIGN LOAD SHUTTER SPAN DETAIL IOB BOTTOM HOOD ALUM. 6063- T6 CONCRETE CONCRETE HOOD STRUCTUR E CONCRETE BLOCK CONCRETE BLOCK ALUM. 6063-T6 ANCHOR SPACING ANCHOR SPACING ANCIKIR SPACi NG A.NCt10R SPACING ANCHOR SPACING ANCHOR SPACING in. ANCHOR SPACING in. ANCHOR SPACING in. PSF INCH 5/16"LLTRACO N 1/4' TEKS PSF INCH TYPE A/B/C/F' TYPE E TYPE A2/D2/E2 /G TYPE Al/Bl/Dl/ Pl TYPE Cl/Fl 1/4' TEKS 25 60 17.0 12.0 25 60 9.0 9.0 9.0 9.0 9.0 9.0 7A 17.0 12.0 78 9.0 9.0 9.0 9.0 9.0 9.0 9fi 17.0 12.0 96 9.0 9.0 9.0 9.0 9.0 9.0 114 17.0 12.0 114 9.0 9.0 9.0 7.6 9.0 9.0 120 17.0 12.0 120 9.0 9.0 9.0 7.2 9.0 9.0 150 17.0 12.0 150 9.0 9.0 9.0 5.8 9.0 7.8 168 17.0 12.0 168 9.0 9.0 9.0 5.2 8.9 6.9 180 17.0 12. 0 ] 80 9.0 9.0 9.0 4. 8 B. 4 6. 5 60 17.0 12.0 60 9. 9.0 9.0 9.0 9.0 9.0 12.0 9.0 9.0 9.D 6.9 9,0 9.0 12.09.0 90 9. 0 5.6 9.0 7.640 12.040 P12 9.0 9.0 9.0 4.7 8.2 6.4 M7817. 12.0 9.0 9.0 9.0 4.5 7.8 S.l 12.0 9.0 8.0 9.0 3.6 6.3 4, 8 12.0 9.0 7.4 9.0 3.3 5.8 4.5 50 60 17.0 12.0 50 60 9.0 9.0 9.0 7.2 9.0 9.0 78 17.0 12. 0 78 9.0 9.0 9. D 5. 5 9.0 7. 5 17.0 12.0 96 9.0 9.0 9.0 4.5 7.8 6.1 114 17.0 12.0 114 9.0 8.4 9.0 3.8 6.6 5. 1 132 17.0 12.0 ]32 9.0 7.3 9.0 3.3 5.7 4.4 ] 53 17. 0 10. 5 153 8. 5 6. 3 9.0 - 4.9 3. 8 60 60 17.0 12.0 60 60 9.0 9.0 9.0 6.0 9.0 8.1 78 17.0 12.0 78 9. 0 9.0 9. 0 4.6 8 0 6. 2 96 17.0 12.0 96 9.0 8.3 9.0 3.8 6.5 5.0 120 17.0 ll.l 120 9.0 6.7 9.0 3.0 5.2 4.0 144 17.0 9.4 144 7.5 5.6 8.9 - 4.3 3.4 • 70 co t7.0 12.0 70 60 9.0 9.0 9.0 5.2 8.9 6.9 17.0 12.0 78 9.0 8.8 9.0 4.0 6.9 5.3 96 17.0 ] 1.9 96 9.0 7. I 9. 0 3.2 5.6 4. 3 114 17. • 10.1 114 8.1 6.0 9.0 - 4.7 3.6 135• I6. •8.6 135 6.9 5.1 8.2 4.0 3.1 • 80 17.0 12.0 80 60 9.0 9.0 9.0 4.5 7.8 6.1 78 17.•J 12.0 78 9.0 7.7 9.0 3.5 6.0 4.7 96 17 • • 10.5 96 8. 5 6.2 9.0 4.9 3.8 120 15.8 • 8.5 120 6.8 5.0 8.0 3.9 3.0 �78 8.9 9.04.07.0 5.417!0 • 11.9 9.0 6.8 9.0 3.1 5.4 4. 196 19.4 96 7.5 5.6 8.94.3l� 15.8.4 108 8.7 4.9 7.9 -3.9 3.01t.0 E17.1112.0609.0 12.0 60 9.0 8.0 9.0 3.6 6.3 9.8 7217.••I1.110p 72 9.0 6.7 9.0 3.0 5.2 4.0849.684 T.7 5.7 9.0 -4.5 3.596 15.H.596 6.8 5.0 8.03.9 3.0 120 • • 8 T7l0• • • 12.0 120 48 9 0 8.3 9. 0 3.8 6. 5 5.0 • 60 7.0 11. 1 60 9.0 6.7 9.0 3.0 5. 2 4.0 72 7. 9. 4 72 T. 5 5.6 8.9 - 4. 3 3. 4 81 1r�7 8.4 81 6.7 4.9 7.9 3.9 3.0 • • 140 48 17.0 11.9 140 48 9.0 7. I 9.0 3.2 5.6 4. 3 60 17.0 9.6 60 7. 7 5. T 9. 0 - 4. 5 3. 5 66 16.4 8.8 66 7.0 5.2 8.3 4.l 3.l 72 15.1 8.1 72 6.5 4.9 7.7 3.7 160 48 17.0 10.5 160 A8 8.5 6.2 9.0 9.9 3.8 60 15.6 8.5 60 6.8 5.0 8.0 - 3.9 3.0 66 14.4 7.8 66 6.2 4.5 7.3 - 3.6 - 180 48 17.0 9.4 180 48 7.5 5.6 8.9 - 4.3 3.4 60 19.1 7.6 60 6.0 4.4 7.1 - 3.5 - 200 48 15.8 8.5 200 46 6.8 5.0 8.0 - 3.9 3.0 57 13.4 7.2 57 5.7 4.2 (3) 5/16" 0 ULTRACON W/ 1-1/2" 1/4" CHART c c MIN. EMBED INTO WOOD 1 1/2' 1 1/2' SEE CHART ON LEFT i 8 STRUCTURE, SEE CHART ON FOR SPACING o LEFT FOR SPACING a 3 1/4' MIN. Z 1/8"x4" ALUMINUM / i i W OD i N PLATE CONT. 6063 T6 i % w o EO. iEO. m ' / w C #10x2' 410-HT S.S S.M.S. TYP. U a 1 + TOP & BOTTOM n m g WHEEL CARRIAGE E -- ^� c N N pp #10x3" 410-HT S.S 10T om S.M.S. W/ 7 / 16"Ox 5 / 8" Z m cr MEDIUM & HAT NYLON BUSHING (TOP ONLY) a 2 e y 7 0 Cg7 W Z a B w W �j o Z 7 Z u y e y MIN. SEPARATION SEE rn 2 = m m CHART G ON SHEET 6 W a n c m i t7 s o� mZ 1"OR2" H Y !A • • cp ^ ___ it "' pn -- Y o W • a z o SUBSTRATE, 0 8 y� / / 2 p s • d �Z i o #tOx3" 410-HT S.S o • TYPICAL ANCHOR $ S.M.S. W/ 7 / 16'Ox 7 / 8" O SEE CHART DN: / LONG NYLON BUSHING 0 O • LEFT (BOTTOM ONLY) y V ° i G 1/4"0 x 3/4' TEK w Z = • 2X1X1/8" OR 2x2X1/8' SCREW SEE CHART 1 0 B w • ALUMINUM TUBE CONT. FOR SPACING r, N • co FL/#17552 �` �. op' .1♦ ` 5 S ION ��, u•n oe-xo-u �C.A.IL7 xNL A9 IN'!60 NID ,�4iJ5J,C•••.�LOP,.• ?d�� AD15-11 February t , DESIGN LOAD VS SPAN AND ANCHOR • • • • • • • •#10 • • • • • •o • • • • • 5/16' DIA.'ELCO' ULTRACON INTO WOOD, � ; � ; #tOx3' 410•Hi S.S S.M.S. W/ j i - 7/16.0 x 5/8' MEDIUM & HAT ' / / NYLON BUSHING (TOP ONLY) ' - /' NOTE: WHEELS AND BUSHING �,� /' / ea. EO/. ALTERNATE LOCATIONS WITHIN /i THE TRACK. (EVERY OTHER ONE). #1OX2' 410-HT 1A S.S S.M.S. TYP. i TOP &BOTTOM o WHEEL IAGE 11 T y f N N w 7 k N N. SEPARATIONS E HART G ON SHE 8 3/18'0 RIVETS R #10 TEKS @ 1 O.C. 17 18 �p Y m C N CONCRETE 4 3/18'0 RNETS OR TEKS Q 15' O.C. OB o TYPICAL ANCHOR 11 #10x3' 410-HT S.S S.M.S. W/ 7 / 16'Ox 7 / 8' SEE CHART ON LEFT LONG NYLON BUSHING (BOTTOM ONLY) �� ,,� `p`p j��40'.pL6W7 •�:* NO DD i�i ��•• R� Q p .t1d�� . c S i& a R ui o c n N c i w V n m o o �n N,n "' Y G Z N �m AG ZFl a Q D o W N N Z Z u W Z am a V 0 -� os m� « a m c ' U i E 0 m C u H Y � W y I- Z 0 0 O Q U) Z W 0 N C9 FL#17552 Z gg M O A w 0 o O U $ J $ n U Z = s� a� xorm AD15-11 e ruary tin, DESIGN LOAD VS SPAN AND ANCHOR SPACING • • • DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART MAX. DESIGN LOAD SHUTTER SPAN DETAIL I1T (TOP) WOOD WX. DESIG N LOAD SHUTTER SPAN DETAIL 118 (BOTTOM CONCRETE CONCRETE CONCRETE CONCRETE BLOCK CONCRETE BLOCK ANCHOR SPACING (in.) ANCHOR SPACING (in. ANCHOR SPACING in. ANCHOR SPACING in.) ANCHOR SPACING in. ANCHOR SPACING (in. PSF INCH 5/16" ULTRACON PSF INCH TYPE A/B TYPE C/F TYPE D/E TYPE AI/Bl/Dl TYPE El 25 60 24. 0 25 60 12. 0 12. 0 12.0 12. 0 l2. 0 78 24.0 78 12.0 12.0 12.0 12.0 12.0 96 24.0 96 12.0 12.0 12.0 12.0 12.0 114 23.9 ] 14 12.0 I2. 0 I2.0 12. 0 12. 0 132 20.6 132 12.0 12.0 12.0 12.0 12.0 150 18.2 150 ]2.0 12.0 12.0 I2.0 11.8 l6a 16. '1 I6a 1'l. 0 12.0 12.0 1'l. 0 10, s 180 15.1 I80 12.0 12.0 12.0 11.6 9.8 40 60 24. 0 40 60 12.0 12. 0 l2. 0 12. 0 12. 0 78 22.2 78 12.0 12.0 12.0 12.0 12.0 96 18.0 96 12.0 12.0 12.0 ]2.0 11.5 ]5.2 114 12.0 12.0 12.0 11.4 9.7 �fI4 13.1 132 12.0 12.0 12.0 9.9 8.3 11.5 150 12.0 12. 0 12. 0 8. 7 7. 3 162 ]0.7 162 12.0 12.0 11.3 8.0 6.8 � so 23.z 50 so Iz.a 12.o Iz.o Iz.o 12.0 78 17.9 78 12.0 12.0 I2.0 12.0 11.3 96 14.5 6 12.0 I2.0 12.0 10.8 9.2 114 12.2 12.0 12.0 12.0 9.l 7.7 l32 10. 6 NE53 12. 0 12.0-- 11. 1 7.9 6. 7 153 9.1 11.1 12.0 9.6 6.8 5.8 60 60 19.9 60 60 12.0 12.0 12.0 12.0 12.0 78 14.9 78 12.0 12.0 12.0 12.0 12.0 96 12. 1 96 ] 2.0 12. 0 12.0 12. 0 12. 0 ] 20 9. 7 120 12.0 l2.0 l2. 0 L1. 3 10.4 144 B.1 194 12.0 12.0 12.0 9.4 8.7 • 70• • 60 16. 7 70 60 12. 0 12. 0 12.0 l2. 0 12. 0 78 1'L.8 78 12.0 12.0 12.0 12.0 12.0 96 10.4 96 12.0 12. 0 l2. 0 12.0 11. 2 • 114 8.8 114 ]2.0 12.0 12.0 10.2 9.4 135 7.4 135 1'l. U l2.0 l2.0 8.6 a. 0 80 • • 60 • 1i4.6 80 60 12.0 12.0 12.0 12.0 I2.0 78 •l 1.3 78 12.0 12.0 12.0 12.0 12.0 96 9. 1 96 12.0 12.0 12.0 10.6 9. 6 120 • • 7.3 120 12.0 12.0 12.0 8.5 7.8 4,000 090 • • 60 •••13.0 90 60 12.0 12.0 12.0 12.0 12.0 78 10.0 7a 12.0 12.0 12.0 I I.6 10. 7 96 • • B. I 96 I2.0 12.0 12. 0 9.1 8. 7 ]OS •••• 7.2 108 12.0 12.0 12.0 8.4 7.7 • �� 60 72 • 11.7 9.8 100 60 12.0 12.0 12.0 12.0 12.0 72 12.0 12.0 12.0 11.3 10.4 84 • • • 8.4 84 12.0 12. 0 12. 0 9. 7 8.9 96 7.3 96 12.0 12.0 12.0 8.5 7.8 •• •� � 98 12.3 120 98 12.0 12.0 12.0 12.0 12.0 60••••• 9.8 60 12.0 12.0 12.0 11.3 10.4 72 8.2 72 12.0 12.0 12.0 9.4 8.7 81 7.3 81 12.0 12.0 12.0 B.A 7.7 • • 190 48 • I0. 5 140 98 12.0 1'L. 0 12.0 12.0 11. 'L 60 6.4 80 12.0 12.0 12.0 9. 7 8.9 66 7.7 66 12.0 12.0 12.0 8.8 8.1 72 7.0 7'L 12.0 ]'l.0 12.0 8.1 7.5 160 98 9.2 I60 4a IZ.0 12.0 12.0 10.6 9.8 60 7.4 60 12.0 12.0 12.0 8.5 7.8 66 6.7 66 12.0 12.0 11.8 7.7 7.1 180 48 8.2 180 48 12.0 12.0 12.0 9.4 8.7 60 6.6 60 12.0 12.0 11.5 7.5 7.0 200 48 7.4 200 48 12.0 12.0 12.0 8.5 7.8 57 6.2 57 12.0 12.0 10.9 7.1 6.6 F W W S In N Z Oj �Q J ��qps� oil .10 f Q 0 N NVdSH3LLnHS'XVW m X X m 0 ~ O N m m�F '0 Ox rofnF A'0 N 7 N X X C 4 = xK K7 W Oin �ey0 {TT m NOO K $® 61 N Z 7 L) .0. �_ZD N i 0 hI y xm v O2 7W m mro x� W O � N H Hy 0 .t SJL x s c7 � mzd qz �i aii O e2i .i_ 5 i2O is w UU a Ff (J� Q tr X0 mtl J x2W 0 w a W i7 ZIL = z C i • • v8 a q W?� 17 • v Lz) •••• U�o•••••• • a0'A •• •• m U ou •••• aLLo ••••• 0 .ULL Ir L •••••: Sw :••••. '1SIN 3 p '1SINW 3 CaO ISM CI3 1 • 0•••••• z • •• •••• • • • (l) NVdS N31LnHS'XM 'XyW U 0 Y fC) .BZb'L Y m �o W 'NIW �c ox ? 3NZ¢ LZL' io NFai ^� '~'iz,3 X3z $ w0 �=fV Nz 3 X I W U v� ma0 z g m mC� J vi z b3 .008.0 • i �z �z 0 {- y z ~�y0 z8 U m xW P mmO Z 0 XZ0 z m N Q 3 m >� z O ri N J o a W m w � U z J a�0 >W LL � W 8 Z 1SIN3003 o 0 3 z DeLTMO N0. AD15-11 19 OF 18