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WS-15-518 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-229805 Permit Number: WS-3-15-518 Scheduled Inspection Date: September 30, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: WILSON, DENISE Work Classification: Shutters Job Address: 149 NW 100 Street Miami Shores, FL 33150- Phone Number (305)759-2823 Parcel Number 1131010230300 Project: <NONE> Contractor: UNIVERSAL GROUP INC Phone: (305)796-9556 Building Department Comments INSTALL HURRICANE ACCORDION SHUTTERS (15 Infractio Passed Comments INSPECTOR COMMENTS OPENINGS) False Inspector Comments Passed -' Failed Correction Needed ❑ Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 29, 2015 For Inspections please call: (305)762-4949 Page 1 of 41 g'f0 \ \. aw Ngw Miami Shores Village - a 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 \\ � � Phone: (305)795-2204 atonmp' Y � T \ 41 Expiration: 03/27/2016 Project Address Parcel Number Applicant 149 NW 100 Street 1131010230300 DENISE WILSON Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell DENISE WILSON 149 NW 100 Street (305)759-2823 MIAMI SHORES FL 33138- 149 NW 100 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 4,650.00 UNIVERSAL GROUP INC (305)796-9556 Total Sq Feet: 0 Type of Work: INSTALL HURRICANE ACCORDION SHUTTER Available Inspections: No of Openings: 15 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-3-15-54735 DBPR Fee $3.75 DCA Fee $3.75 03/10/2015 Cash $50.00 $224.50 Education Surcharge $1.00 09/29/2015 Credit Card $224.50 $0.00 Permit Fee $250.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $274.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I ce ' hat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction azonin utherm re, I authorize the above-named contractor to do the work stated. September 29, 2015 thorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy September 29,2015 1 NG Miami Shores Village P�EcElvsD 0 2015 Building Department MAR 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 By. Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. WS— �5— R 113 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION [—]RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS WyV1a)? City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO f' Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(FeeSimple Titl eholder)Dt JCWL7 (\ Phone#: Address: �g: VLJrw City: I6w ( State: /"Zip: tl,� Tenant/Lessee Name: Phones_ SCS ?S��o�UZ� Email: CONTRACTOR:Company Name: " C�1wLj-�D Phone#�`•���^ 4� Address: v �Vtil `Q I City: Stater Zi 3� Qualifier Name-1 Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: 1 City: State: Zip: Value of Work for this Permit:$ re/linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration rNew Rep it/Replace ❑ e lition � � l Description of Wo : �L s,7r`!/� U r i,�,�-e Specify color of color thru tile: 56�J� Submittal Fee$ Permit Fee$ n '0�11 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ `' TOTAL FEE NOW DUE$ 9-'2-4. . (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY 13EFORE 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 recordednot' a of commencement rhust 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 � Signatu OWNER or AGENT ACTOR The foregoing instrumepx was f cknowledged before/m this The foregoing instrument was sack ovirledged before me this day of � 1t'`V I 20 c ,by day of U� ? 20 201'by Vli1, iV _who is personally known to Gt u - '(�'/ whis persona n to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig Sign: Print: d.,T- tst "Z� Print: - Seal: :;'t.cELLIOTSOTO Seal: °t.•"�¢'c ELUO SOTO MY COMMISSION t EE 101020 *4 * MY COMMISSI N i EE 107020 * * EXPIRES:August 5,2015 � ° EXPIRES:August 5,2015 Bonded T n Budget ry Services +rFOF�°Fs! Bonded Thru Budget Notary Smim oof F�� APPROVED BY + `Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ACORU' CERTIFICATE OF LIABILITY INSURANCE FDAT0/13/2014I� 10/13/2014 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY Westward Insurance Services 305 418-8411 AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE 2500 NW 79`h Avenue COVERAGE AFFORDED BY THE POLICIES BELOW. Suite 283 Doral FL 33122 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Accident Insurance Universal Group,Inc. INSURER B: 7228 NW 56 ST. INSURER C: Miami FL 33166 INSURER D: INSURER E. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR INS TYPE OF INSURANCE POLICY NUMBER DATE MMID DATE MMID LIMITS GENERAL LIABILITY EACH OCCURENCE $1,000,000 A ® 104346 10/13/2014 10/13/2015 ®COMMERICAL GENERAL LIABILITY DAMAGE TO RENTED $100,000 ❑❑CLAIMS MADE ®OCCUR PREMISES Ea occurrence MED EXP(Any one person) $5,000 0 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG a2,000,000 ® POLICY❑ PROJECT❑ LOC ❑ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ANY AUTO (Each Occurrence) $ ❑ALL OWNED AUTOS BODILY INJURY $ ❑SCHEDULED AUTOS (Per person) ❑ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ ❑ ❑ PROPERTY DAMAGE $ (Per accident) ❑ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ❑ANY AUTO OTHER THAN EA ACC $ ❑ AUTO ONLY: AGG $ ❑ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ ❑OCCUR [:] CLAIMS MADE AGGREGATE $ ❑DEDUCTIBLE ❑ RETENTION $ $ WORKERS COMPENSATION AND ❑ WC STATU- ❑OT ❑ EMPLOYERS'LIABILITY TORY L MIT- ER ANY PROPRIETOR/PARTNER/EXECU- E.L.EACH ACCIDENT $ TIVE OFFICER/MEMBER EXCLUDED? If yes,describe under E.L DISEASE-EA EMPLOYEE $ SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ ❑ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CGC1517453 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Miami Shores Village Building Dept. EXPIRATION DATE THEREOF,THE INSURER AFFORDING COVERAGE WILL ENDEAVOR TO 10050 N.E 2nd Avenue MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT Miami Shores FL 33138 FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES, AUTHORIZED REPRESENTATIVE ACORD 25(2001/08) ©ACORD CORPORATION 1988 g1�ORE, �itc.a3a Miami Shores Village Building Department �ORtpp► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt i£ 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. . r Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this J�day of oe� ' ,20 . By CLI A who is personally kn to me or has produced as identification. Nota SEAL: mot ;?�& EWOTSOTO MY COMMISSION#EE 107020 * EXPIRES:August 5,2015 t Universal Group, Inc. Licensed & Insured CGC 1517453 7228 N.W. 56 Street. Miami, FL 33166 Toll Free: 1 888 491-3848 Everyone is Approved Ef Nil Cellular: (305) 796-9556 / Fax: (305) 887-5519 FINANCING AVAILABLE Licensed & Insured CGC1517453 100% FINANCING SPECIALIZING IN: BATHS - KITCHENS - ROOM ADDITIONS - TILE INSTALLATION- CARPENTRY-AIR CONDITIONING - PLUMBING - ELECTRICAL ROOFING - WINDOWS (ALL TYPES) - PAINTING - PLASTERING - TEXTURE COATING - POPCORN CEILINGS - CARPETING - DOORS (ALL TYPES) SCREEN PATIOS - CARPORTS - GARAGE DOORS - FENCES (CHAIN LINK, IRON, WOODEN) - HURRICANE SHUTTERS - STAMPED CONCRETE - MASONARY EST! T7-- ) & AGREEMENT _ NAME: . ' --- DATE:------- ---- - — 1 �-- - 7�----- - ' 1 ----- - ---------- A D D R E S S:-------�-- - ------ �_ . HOME TELEPHONE: � - -" __-- WORK TELEPHONE:-.- JOB SPECIFICATIONS - NO ADDITIONAL WORK WILL BE CONSIDERED UNLESS WRITEN HERE: ry H-61 411o.r -.61 :` - - - O-A — —.w— nyieemnent ana _.-.... � yup, inc. approval. CASH PRICE $ ? UU _ CASH PRICE PAYMENT PLAN: DOWN PAYMENT $ v�� r� Months Approx. Monthly Payment ON COMPLETION $ _ — �U PRESS HA D: F>:BUYER CO-BUYER _ _ _ REPRESENTATIVE LICENSE NUMBER — 1141 Oct) 00 S- T, 5626-5, F-C.. :33 150. r,i,iarru Shores Village 3Y AP ,ROVED BY DATE D C RECEIVE x z SIA 1.0 2015 4 "'( A7H Al L FEDI-nAL BY' ��( „ ,1!! , INS ,7x3 t5 � 20 xei IC Y � CITY OP0-4Oz 7yx�3 38x8 ��•yx:�:�' v x3 • . .. • • • O 00 000 0 0 z • • X03 x &3 L)&F- r�bd . . . . . . . . . . SC000 0. Ujft(, S ... . . .. .. . 0 . .. •• 'lora Cpamentc` .... Businesia Product Approval ' �� . . . USER: Public User •• • • • � Proessi n�; "'�'• '••'•� •••••• 0 Regulation Product Approval Menu > Product or Application Search z Applit fit�n • . ..... List> Application Detail FL # FL16533 •••... Application Type New •••••• Code Version 2010 ••••.. Application Status Approved •• • Comments Archived l� Product Manufacturer a ufacturer NCCL Corporation, Inc.c Address/Phone/Email 9811 NW 80 AVE. BAY 78 HIALEAH GARDENS, FL 33016 (305) 883-9940 Ext 216 rick@gicaluminum.com Authorized Signature Yiping Wang mcy.engineering@att.net Technical Representative Rick Pelaez Address/Phone/Email 9960 NW 79 Ave Hialeah Gardens, FL 33016 (305) 883-9940 rick@gicaluminum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Yiping Wang developed the Evaluation Report Florida License PE-55983 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Sifu Zhou, P.E. I✓ Validation Checklist - Hardcopy Received Certificate of Independence FL16533 RO COI COI.pdf Referenced Standard and Year (of Standard) Standardr FBC TAS 201 ; ••• 2ft-a 0000.. FBC TAS 202 " 20X0. •• 000900 .. .. 0000.. FBC TAS 203 2010• 0000 0000.. Equivalence of Product Standards • 0000.. Certified By "" ••••• 0000.. . 0000 0000. Sections from the Code • 0000 0000.. Product Approval Method Method 1 Optigri D•; •• 0000.. .99999 . 0000. • . ; Date Submitted 08/21/2013 ... • .. 4Til;• Date Validated 08/23/2013 Date Pending FBC Approval 08/30/2013 Date Approved 10/18/2013 Summary of Products ;FL # Model, Number or 'Description Name 16533.1 GSS-1 Genesis Accordion Shutter System .Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16533 RO II AD 13-09 08.21.13 SS.pdf Approved for use outside Verified By: Yiping Wang P.E. 55983 ,'HVHZ: Yes Created by Independent Third Impact Resistant: Yes Party: Yes Design Pressure: +150/-200 Evaluation Reports Other: For shutter spans v.s. design FL16533 RO AE PAE.pdf loads and anchor type v.s. design Created by Independent Third Toads refer to installation drawings 'Party: Yes Contact Us :: 1940 North Monroe Street.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 public records. If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity. Instead,contact the office by phone or by traditional mail. If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes,effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one.The emails 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 can be made available to the public.To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eCheck w. curitv,-,n t iuc: GENERAL NOTES: TYPICAL ANCHORS:(SEE CHARTS FOR ANCHOR SPACING) o 1.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE TYPE A. 114"DIA.TAPCON BY TTW BUILDERo 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (Fu=120 KSI,Fy=92 KSI) ' 4 (HIVI'¢). INTO CONCRETE k'=9000 PSI � a 1.3/4"MIN.EMBED 2.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy-31.0 KSI UNLESS IT IS SPECIFIED. 2-12"MIN.EDGE DISTANCE 12 3.ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE TYPE A1. INTO CONCRETE BLOCK TYPE A2. INTO WOOD c BEYOND WALL DRESSING OR STUCCO. 1-1/4*MIN.EMBED 1-12"MIN.EMBED z 2.12"MIN.EDGE DISTANCE 2.12"MIN.EDGE DISTANCE u 4.ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. TYPE B. 1/4"-20 CALK-IN BY'POWERS'FASTENERS () a 5.WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE,G=0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO m INTO CONCRETE k'=3000 PSI THE STRUCTURE. N a 718"MIN.EMBED v' u 6.ALL ALUMINUM BLIND RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 3"MIN.EDGE DISTANCE TYPE B7. INTO CONCRETE BLOCK 7.BOLTS TO BE GALVANIZED OR STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH. 7B"MIN.EMBED V m m Z% u 3"MIN.EDGE DISTANCE Z 0.w 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 TYPE C. 1/4'CRETE-FLEX SS4 MASONRY ANCHOR BY"ELCO" Z I a ATTACHED TO CONCRETE,BLOCK OR WOOD FRAME BUILDINGS. INTO CONCRETE k'=3000 PSI 1 3/4"MIN.EMBED W m E N 9.A PERMANENT SHUTTER MANUFACTURER'S LABEL SHOULD BE PLACED ON THE EXPOSED SURFACE OF THE 2 12"MIN.EDGE DISTANCE W OZ ca °u CENTERMATE BLADE(COMPONENT 10)UNDER LOCK.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. Z U eu LABEL SHALL READ AS FOLLOWS: TYPE Cl. INTO CONCRETE BLOCKc 1 1/4"MIN.EMBED Z Z u NCCL CORPORATION 2 12"MIN.EDGE DISTANCE W y a HIALEAH GARDENS,FL. Y] MISSILE LEVEL D•ASTM E1886,E1996 d E330 TYPE D. 1/4"DIA.ULTRACON BY ELCO IN-177 KSI,Fy=155 KSI 0 TAS-201,TAS-202,AND TAS-203. INTO CONCRETE W-3000 PSI ) m w 1-314"MW.EMBED o a 10.(a)THIS PRODUCT APPROVAL DOCUMENT(P.A.D.)PREPARED BY THIS ENGINEER IS GENERIC, 2.12"MIN.EDGE DISTANCE m s TYPE 01. INTO CONCRETE BLOCK TYPE 02. INTO WOOD (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS 1-1/4"MIN.EMBED 1.12"MIN.EMBED PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON 2.12"MIN.EDGE DISTANCE 2-12'MIN.EDGE DISTANCE THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. g TYPE E. 1/4"DIA.TAPPER.BY"POWERS" H (c)THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. INTO CONCRETE k'=3000 PSI to 1-3H'MIN.EMBED N (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 2.12"MIH.EDGE DISTANCE BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE W P.A.O.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.A.D.ENGINEER,SHALL SUBMIT TO THIS LATTER THE TYPE E1. INTO CONCRETE BLOCK TYPE E2. INTO WOOD j O SITE SPECIFIC DRAWINGS FOR REVIEW. 1-1/4"MIN.EKED 1.12'MIN.EMBED N F (0)THIS PA.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT 2"MIN.EDGE DISTANCE 2"MIN.EDGE DISTANCE O Z PREPARED IT. TYPE F. 114"-20"ALL POINTS"SOLI)•SET ANCHORS O 4 m w m INTO CONCRETE k'=3000 PSI m I I.HEA.D d SILL MAY BE INTERCHANGED WHERE NOTED IN MOUNTING SECTIONS TO FIT FIELD CONDITIONS, 718"MIN.EMBED U O g W MIN.EDGE DISTANCE 12.WHERE EXISTING STRUCTURE IS WOOD FRAMING.WOOD FRAMING CONDITIONS VARY,FIELD VERIFY THAT FASTENERS ARE < L) w a INTO ADEQUATE WOOD FRAMING MENBERS,NOT PLYWOOD,FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE TYPE Ft. INTO CONCRETE BLOCK y Z PIECES. 7/8"MIN.EMBED t Z 3"MIN.EDGE DISTANCE W LO NOTES: TYPE G 1/4"DIA.LAG SCREWS (Fy=60 KSO WHEN EDGE DISTANCE EQUAL OR GREATER THAN 2"AND LESS THAN INTO WOOD STRUCTURAL •• ••• • • ��W,6"�IAIya4�j/ q MIN.EDGE DISTANCE SPECIFIED ABOVE,THE ANCHOR SPACE IN • ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWING 1.12"MIN.THREADED EMBED • : ••: •��� \• •8 .�• �I�+ U 1.12"MIN.EDGE DISTANCE REDUCTION FACTOR: • •• • • , PE ANCHOR TYPE A.d Al:REDUCTION FACTOR=0.80 TYPE H. 5/16'DIA.ULTRACON BY ELCO(Fu=177 KSI,F*=155x^•1)♦ ••0 i F P� SGISTR•1 A ANCHOR TYPE B d Bt:REDUCTION FACTOR=0.67 INTO WOOD STRUCTURE ANCHOR TYPE C d Cl:REDUCTION FACTOR=0.60 = A. 2 xus '•_°� 1-12"MIN.EMBED Q� Z nu•x r ANCHOR TYPE E: REDUCTION FACTOR=0.60 1-518'MIN.EDGE DISTANCE S �` r=oar av ANCHOR TYPE F: REDUCTION FACTOR=0.87 • ••• • • � PLEASE NOTE THIS INSTALLATION ARE ONLY VALID FOR THE RESULTING • • • %44. INSTALLATION �r es..ac t•. ANCHOR SPACE EQUAL OR GREATER THAN 3". •• • • • • •���IA.eON� , AD13—08 REDUCTION FACTOR MULTIPLY DESIGN LOAD ON SHEET 5 THRU SHEET 16, • •• • • • AUism Its 2001 HAS TO BE GREATER THAN PROJECT DESIGN LOAD. ••• • • • t OF le 00* • • • • 000 • • • • • • • • • • 000 0 0 0 000 0 • I z 2.420" 3.421" __ z 1.840" 1.375" 3.000" S 1.841_ t 1.606" rc A -- 0.095' - 5� - m `o oo c 0. 5"0'i o m c 0.050" 0.050" r ua •oa'• o o $' 0.050" o m °c OPTIONAL OPTIONAL �- a NFC1oo-018063-TB OPTIONAL NFC100-046063-T6 �NFC100-056063-T6 1 NFC700-02 6063-T6 NFC100-03 606YT6 4 STANDARD CEILING TRACK 2 3 STANDARD ADJ.TOP SILL STANDARD ADJ.BOT.SILL STANDARD WALL TRACK STANDAR,1"d 2"BUILD OUT c rr Nh CO U om W 2 0.610" z 0 . 2 2455" a c _1.168" 1._875" j H _ oSi 0.06 W p w F 0.050 080" w Z O N 5 0 1.529" o v 4.298" ♦ o Z 2 >w u -------4.802•--=--- fp7WT .211" 2.956" -� ---__ 3.52.6" W am c -OPTIONAL �� r }k U NFC100-066083-78 NFC100-07606176 NFC100-OB 606C3T6 NFC700-09806176 NFC100.106063-T6 l - 5 160"STARTER T rr•arra F.-noes s. BB TREN 9 WALK OVER TRACK CENTL� �a } STANDARD TRACK(ST.) STANDARD TRACK(ST.) OPTION 1 m S o� 1.1m.. 1._375" - 1.000" o ^ N 71 1"x1"Alum.A oo 6063-T6 o N o o ,� W o n m STANDARD TRACK(ST.) ^' o ii �+ oD 2 o O iv 3"TO 5" OPTIONAL-� ' . 8 16 z !gLL g o O a {� o OPTIONAL s O a °Z o m, 1-105- 2"x 1/8"THK.Alum.An* NFCt00-11 8005-T5 �NFC100-12 8005-T5 g O p a m 1`x1/18"THK.Alum.Anyb 12 15 - 0125" o 11 O �n 13 6063 Tr HEAW DUTY CEILING TRACK HEAW DUTY WALL TRACK Q vi UQ J a 8063-TB U (.a 7j 0.287"0613" $ fq Z = 2.091" 2.095" .513" 2.061' �0 0.250 W 0.0600 � 2.000• � Ws1l1!!! 0.065" o o • 21 bo63 AOuIRueE ♦�rjV��a%e ;�NO•��� m 0.060" a o• . . o• �s 1V>�r R0 • t 2)WX4cst��a 2 2XVAWI.2X6)rM' * p 55 •+s w-m-�a k 2 NFC100-136063-T6_ _ nNFC100-146083-T6 T-11963/6063-T6 �,//606176 Of • °RA•" "� �HEAW DUTY ADJ.TOP SILL 1 B HEAW DUTY A0.1.BOT.SILL 25 UNIBOX CENTER MATE UNIMATE CENTER MATE • ••• • 'Ot • O .m+ac�ar n-ws OPTION 2 OPTION 3 • • • • • ••'•pQ� eo • • • • � piA��� AD13-08 ••• • • •AU US!!1 2x13• 2 of 18 ••• • • • • ••• • • • • • • • • • • • • ••• 0 • • ••• • • a Y i a o rc WITH UNIMATE CENTER MATES - 0.875" 0.875" - — - • _ 0.875" 1.329' ^m O i+D n Oi M _ W 0 01 x9t aD O O ® i0 N m � m U O O g \J nrn Ll/ rn -a��-o �N0.375" — 0.318" 0 (7 0.318" Z e 0.250 a s -- Wq E fT T1 - a W 0 EW.. u o o Z_Z >N ae c W_ 4� d 0.875" y C4 HITCH PIN 0.875" — ?ALUM.LOCKING.PIN ] m C9 PUSH LOCK *EERESS PUSH LOCK 23 PUSH LOCK W I HANDLE f Z F mX t WITH UNI-BOX CENTER MATES Y W osla" K Z m D - — o � �LLm 8 o � �om UUm_ Z = Q V T w THUMBSCREW ' W 2 cn • •• • • v r GIST • pivtE_ W B--'� •• ••• •••= Y P GIST 1 ars EGRESS TURN LOCK EGRESS TURN LOCK t �vppsfjo2g ONWITHHANDLE OPTION 2 WITHOUT HANDLE a 2MN Y10SCREW ST/STO30 U=184KSI,Fy=169 KSI)• it • ` • • • • aC• �!,4g•a.�,�0 ou.ow.o •• . • . . •�iiiC`4�pOpt1li �� AD13-08 ALL LOCKS MAGE 8Y ALL POINTS • •• • • •• RN�11it,Nw • �� ••• • • • August Qi 2b43 I3 OF 18 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • MAX.SHUTTER ALLOWABLE DESIGN LOAD ru TYPICAL ANCHORS i SPAN(L) POSITIVE NEGATIVE EXISTING WINDOW GLASS 1u o2a"D.C.TYP. — e co SUBSTRATE s !3 IN PSF PSF o A <=52 150 2170 60 L50 200 13 66 134 178 g =--- — -- — W -- — 13 -- c 72 122 158 — T78 113 142 19O1 23 OR2 #10 TEK SCREW 84 106 128 @ 24"O.C.TYP. CENTER MATE OPTION 1 00 R 22O NN 90 101 116 2T Y8 O ze [1o@ 14 23 96 96 105 3 y, 1002 92 97 28 A SECTION W/STARTER AT ENDS __ ZZ _ N N 114 85 83 zs 29 w o F 120 81 78 CENTER MATE OPTION 3 Z U CENTER MATE OPTION 2 0 u 126 76 73 Z d 132 71 68 1 THRU 11 Y D 0 s 138 65 64 ?9 f . 144 60 60 m 150 53 55 156 46 50 J SEE NOTES 2 162 40 45 O= ui 168 33 38 = ca 174 28 32 y I wW 180 25 25 LU = o A A w r J _ O O qZ� INSTRUCTION: Q 0. o a } Z v STEP 1 DETERMINE DESIGN WIND LOAD Z Q y 2 y V REQUIREMENT BASED ON APPLICABLE w Q N o I 19 20 + w Z ASCE 7 STANDARD. I- y o Z Z w w 14 Z23 0 STEP 2 CHECK SHUTTER CAPACITY FORA .uugGIVEN SHUTTER SPAN USING CHARTS ON I * 27 • ••• • • O�`,1��w AIVp•��ii m SHEET 4.MAX.DESIGN LOAD FROM CHART �{,— - • •• `��, M8 b, 4�� HAS TO BE EQUAL OR GREATER THAN • •• • • vvY W P.E, DESIGN WIND LOAD FROM STEP 1. NOTES: • • • •: ••F. o cis Nti a a m 1)LOCK SHALL BE LOCATED WITHIN 18"OF MID-STN; *00 ••2 4 •PF•/s� 1 THRU 11 2)FOR SHUTTER SPAN i 12 FT USE(2)LOCKS AT 1!3 SPAN; .a4c z •`� N01° STEP 3 USING CHARTS ON SHEET 6 THRU CR °...• P, 3) LOCK OAND 14 SED FOR STANDARD TRACK ONLY. •? SHEET 15 SELECT ANCHOR TYPE AND 4) LOCK 4 ED FOR SHUTTER SPAN LESS T 85 • r'i .• S �p��� "'°°C "u-•s SPACING BASED ON DESIGN LOAD AND TYPICAL ELEVATION 5) LOCK UST BE USED WHEN LocKs®ORE uBED • • Rl1,4 `���� awnx°xo. SHUTTER SPAN FOR THE ANCHOR DETAIL 08N LOCK PIN�9 USED GREATERANS ®IS OPTIONAL EXCE�ON • • • •�i#A$�p •�• AD13-08 USED. STANDARD TRACK ) •• ' usl�l 2b SHUTTER SPAN GREATER THAN 144". 000 • •0 •A 0 4 OF 16 ••• • • • • ••• • • • • • • • • • • • • ••• • 0 0 ••• 0 • 2„ 9 1 77/RU 11 a G 12 (2"x X x 1/8"THKALUM. TUBE) - 6" U () a 2 IN. ED NT. (7)ANCHOR I A OR TYPE W B B `nom c o ,F Z m O i� W W O O Q z% u ly rXTX1/4-ALUMW is Z °'r'' ANGLE B"L 2 F a O O O O EACH Ef W J / Ill�N N O O O W O F o = z m e WJI c C1 q CHART T DESIGN LOAD FOR INTERMEDIATE m 8!' g" ALUMINUM TUBE L —TUBE SIZE SHUTTER TUBE BE SEEMARTT NADTH"".' 2-,5•"� r.�",� r.�""'' ELEVATION OPTION 2 92.75 — 55 PSF 70 PSF W B4 52 PSF 70 PSF 70 PSF y Z 77 60 PSF 70 PSF 70 PSF N d � SUBSTRATE- � Oz • W C) O m U) F SUBSTRATE w EXISTING GLASS 0 = 2= o a mwm a TYPICAL ANCHORS TYP. :' CL R O O 24"O.C. oO 1110 TEK SCREW Z = AT 24"O.C. 6 _ z f� 10 w h uu1 7 ����•• N�I� uJ (2"x 5"x 1/8"THK L UM. TUBE) 000 •• �`�Q;,w ANQ:4�,, 12 90 DEGREE SHUTTER OPTION . . •• !.• _ VAI �. B • •• • • � iyG P.LS1c • • • •: •• ••• ••� j �E.1ss A. 2 us worm SHUTTER WIDTH 3 ! MAX.92-314" p� w • "` 't :? PlG"Ct rR o-ove ••• •�• • �•� �OF�"�lQ�'r���� AD13-08 �� ELEVATION OPTION 1 •• •••.,;Tousi�N;;;c•�• ... . . • 5 Of 18 ... . . . . ... . . . .. .. . . . •• .. ... . . . ... . . DESIGN LOAD VS SPAN AND ANCHOR Sl ING CHART DESIGN LOAD VS SPAN.AND ANCHOR SPACING CHART D.. All. IT (TOP IIF.TAI1. IH BOTTOM z HOOD CONCRETE CONCRETE ROOD CONCRETE CONCRETE / WHEEL CARRIAGE 2 MAX. CONCRETE CONCRETE MAX. C,ONCRF.TF.CONCRETE 5 SHUTTER STRUCTURE BLOCK BLOCK SHUTTER STRUCTURE BLOCK BLOCK / DESIGN SPAN OF'SIGN SPAN LOAD ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR LOAD ANC.NOR ANCHOR ANCHOR ANCHOR ANCHOR TYPICAL ANCHOR / #10 x S"470.51 SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING S.S S.M.S.O a a MOz SEE CHART ON LEFT MEDIUM 8 HAT NYLON f On_) (in.) in. (in.) (in. (in.) (in.) (in. (in. (in.) BUSHING(TOP ONLY) < TYPE TYPE TYPE TYPE. r= @ z TYPE TYPE TYPE TYPE w #10x2"440.Hi S.S S.M.S PSP ILII TYPE.F, A2/D2/E2/AI/Bl/DI PS- INCFI TYPE F. A2/D2/E2/AI/Bl/Dl 3 / TYP.TOP B BOTTOM A/R/C/F f /El CI/FI A/B/C/F G /El Cl/FI f WF 60 74.0 14.0 14.0 10.8 14.0 60 14.0 _14.0 14.0 8.7 14.0 .^"%'"'"TRATv 78 14.0 14.0 14.0 8.3 14.0 18 I9.0 14.0 14.0 6.7 11.7 96 1 14.0 14.0 14.0 6.7 11.7 96 14.0 12.1 14.0 5.5 9.5 -- --- e c 25 119 1 14.0 12.6 14.0 5.7 9.9 25 1.14 13.8 1 10.2 14.0 4.6 8.0 ON Y 132 14.0 10.9 14.0 4.9 8.5 132 11 9 A 8.8 14.0 4.0 6.9 c 150 13.0 9.6 14.0 4.3 7.5 150 10.5 7.8 12.5 3.5 1 6.1 N N w c 168 11.6 8.5 13.7 3.8 6.7 168 9.4 6.9 11.1 3.1 5.4 U om w 180 10.8 8.0 12.8 1 3.6 6.2 180 8.8 6.5 104 4 5.1 60 14.0 1 14.0 14.0 6.7 11.7 60 14.0 12.1 14.0 5.5 9.5 78 14.0 1 I.5 14.0 5.2 9.0 78 12,6 9.3 14.0 4.2 7.3 rn Q 96 12.7 9.3 I4.0 L 2 7.3 96 10.3 7.6 12.2 3.4 5.9 MIN.SEPARATION SEE o 40 114 10.7 7.9 1'2.6 3.5 6.2 4U 114 8.6 G.4 10,3 5,0 p CHART G BELOW W m E 132 9.2 6.8 10.9 3.I 5.3 l3'L Z 5 5.5 8.9 - 4.3 z a W O 150 8.1 6.0 9.6 4.7 150 6_6_ 4.A 7.8_ - 3.8 y m Z U m c 162 7.5 5.5 8.9 4.3 162 6.1 4.5 7.2 3.5 - W (�0 w w GO 14.0 I L 9 14.0 4 9.4 GO 13.1 9.7 14.0 4.4 7.6 - ._..-___.____ ____. _..-_.- 7 r W _ 5. rj w 78 12.5 9.2 14.0 4.1 7.2 78 10.1 7.5 l2.0 3.4 5.8 _.. _ _ _ __ v m 96 10.1 7.5 12.0 3.4 5.9 '0 96 8.2 6.1 9.7 4.7 .50 - _- - - I I4 8.5 6.3 W.1 - 4.9 114 6.9 5.1 8-2 - 4.0 V w 132 7.4 5.4 8,7 4.3 132 6.0 4.4 7:1 - 3.1 153 6.4 4.7 7.5 3.7 153 5.2 3.8 61 - oa 60 13.5 10.0 14.0 4..5 7.8 60 10.9 8.1 13.0 3.6 6.3 m s 78 10.4 7.7 12.3 3.5 6.0 7R N. 6.2 10.0 - 4.9 60 9B 8.4 6.2 10.0 4.9 60 96 6.8 5.0 8.1 4.0 120 6.7 5.0 8.0 3.9 I'LU 5.5 4.0 6.5 3.2 144 5.6 4.1 6.7 - 3.3 144 4.6 3.4 5.4 - - 60 11.6 8.5 13.7 3.8 6,7 60 9,4 6.9 11.1 3.1 5.4 N 78 8.9 6.6 10.6 5.1 76 7.2 5.3 8.6 4.2 } 70 96 7.2 5.3 8.6 4.2 70 96 5.9 4.3 7.0 3.4 to 114 6.1 4.5 __1_'2_ -- 3.5 IlA 4.9 3.6 55 9 _ - " -- o LU 135 5.1 J.8 6.1 - 135 4.2 3.1 4.9 - / m _- m w.9UBSTRhTE c z m 60 10.1 7.5 1`L.0 3.4 5.9 6U 8.2 6.1 9.7 4.7 p U m 80 78 7.8 5,7 9.2 - 4.5 80 78 6.3 4.7 Z 5 3.7 y F= 96 6.3 4.7 7.5 - 3.7 96 5.1 3.6 fi.1 - w o /% %/ 120 5.1 3.7 6.0 - - 120 4.1 3.0 4.9 - - O <z 60 9.0 6.6 10.7 3.0 5.2 60 7.3 5.4 8.7 - 4.2 #10x3"410.57 S.S O C1 0, m 78 6.9 5.1 8.2 - 4.0 78 5.6 4.1 6.7 - 3.2 / S.M.S.WI 7/16"Bx 7/8" 0 a 90 90 96 5.6 4.1 6.7 - 3.3 96 4.6 3.4 5.4 - - TYPICAL ANCHOR LONG NYLON BUSHING U p 108 5.0 3.7 5.9 ION 46 1 3.0 4.8 - SEE CHART ON LEFT (BOTTOM ONLY) 4 J w 60 B.1 6.0 9.6 - 4.7 60 6.6 4.8 7.8 - 3.8 z 72 6.7 5.0 8.0 - 3.9 72 5.5 4.0 6.5 3.2 W 100 84 5.8 4.3 6.9 - 3.3 100 84 4.7 3.5 5.6 - Z 96 5.1 3.7 6,0 96 4,1 3.0 4.9 CHART G 48 8.4 6.2 10.0 - 4.9 48 6.8 5.0 8.1 4.0 120 72 5.7 9.1 6.5.0 0 349- 3.3 120 72 4.5 3.4 5.4 - 3.2 MIN.GLASS SEPARATION CHART •• ••• • • �V%%% "WAN,,1, \ w,.... • of a 81 5.U 3.7 5.9 - - S I 4.1 3.U 4.8 - - SHUTTER SPAN SEPARATION • ••• �'.." �w8 �► 98 7.2 5.3 8.6 4.2 48 5.9 4.3 7.U 3.4 SPAN sev I)S' • •• • •.� rF cls PI N 60 5.8 4.3 6.9 3.3 60 4.7 3.5 5.6 • • • •. •�p 140 fib 5.3 3.9 6.2 3.0 110 66 4.3 3.1 5,t ev<SPAN sw" ?};" •• ••• ••: ♦ R;PS 72 4.8 3.6 5.7 72 3.9 4.6 1 - Or<SPAN f tw" aY" A. 2 9CAti A9 xmm 110'<SPAN s u4• 3%" • 46 6.3 4.7 Z 5 3.7 46 5.1 3.8 6.I i Q� 160 60 5,1 3.7 6,0 g 160 60 4.1- 3.0 4.9 W<SPAN s w- 4" + •• , Z ,• a °'°"''' ■er n-°'° 66 4.6 3.4 5,5 - 66 3.7 - 4.4 - - • ••• • • R �?�'► 148'<SPAN S 7w" 180 98 5.6 4.1 6.7 - 180 48 9.6 3.4 5.9 - - 4)•i" • • • .���`.. .N� ,+�� ox.xwc w. 6U 4.5 3.3 5.3 - 60 3.6 - 4.3 - - •• • • �� kq d1114� ,� AD13-08 48 5.1 3.7 6.0 - 98 4.1 3.0 4.9 - - • •• • • ••200 57 4.3 3.1 5.1 - 200 57 .5 - 4.1 - ••• • • •AU US 13 • 0 of le •w• • • • • ••• • w • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART TYPICAL DETAIL 2aT(TOP) ANCHOR SEE /10x3"41 D-HT S DETAIL 2e8(BOTTOM) �i CHART ON LEFT / S.M.S.M 7/ T NY 5/8' a MA" SHUITER WOOD CONCRETE CONCRETE �' SHUTTER WooO CONCRETE CONCRETE // MEDIUM&HAT NYLON DESIGN SPAN CONCRETE CONCRETE STRUCTURE BLOCK BLOCK DESIGN SPAN CONCRETE CONCRETE STRUCTURE BLOCK BLOCK - - BUSHING(TOP ONLY) LOAD LOAD F / ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR A14CHOR o SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING % Tiz 01Ox2"410-HT(�1 (.> I+sa (in („) (neIn) („1 z w / S-SS.M-S- P. (PSP) (INC/0 TYPE list TYPEE TYPEH/G TYPEA1181 T'PECI/F1 (PSF) IINCH) TYPEAIS/ 7YPEE tYPEH/G TYPEA1181 TYPECI/FI U SUBST,F�ATETOP&BOTTOM CIF /DI/Et CIF /01 IEIW6P 12.0 12.0 120 91 120 80- 120 120 12.0 7.5 12.079- 120 120 120 70120 7S 120 120 120 59 1019s 120 120 120 57 99 961z.o ma 120 4.7 e.zWHEEL CARRIAGE40 /ld 120 107 I2010 84 40 +1d 119 88 12.0 40 8912.0 IDA 120 4.6 7.9 12V 113203065137 120 92 120 4.2 72 132• 10.7 76 120 3.! U141• 11.7 86 12,0 39 69 tAt' 98 7.1 It.1 32 5.6 - 0.4: umBP 12.0 12.0 12.0 7.3 12.0 80- 120 120 12.0 60 10.5 7/' 12.0 12.0 120 5.6 98 78' 12.0 103 120 43 80 I ='f a Ba' 120 10.1 12.0 !6 7.9 96• 11.3 83 12.0 30 6.5 N So w MIN.SEPARATION SEE ___ W Z• E so u 116 es 12.0 39 6.7 11d 95 io +? 32 5.5 N CHART G ON SHEET 6 W 0 W o 12P 110 8.1 120 3.7 6.4 12P 9.0 6.7 10.7 30 52 7 Z U N m 137 too _ 74 119 3.3 5.8 132' e2 6.1- _ 98 48Z film u 60- 120 120 12.0 8.1 100 eP 12.0 11.1 120 5o 87 Z - ✓ W 78• 120 t04 12.0 47 8,1 76' 118 e6 12.0 39 67 } 8p 98- 115 84 t2.0 38 8.6 6p B6' 9.4 70 11.2 3.1 SA X w (� 98 --7.1 11 4 32 56 11d 7.9 S.B _94 48 w 126 8.7 8{ 104 50 128• 7.2 5.3 85 - 4.2 T2 m6 w 12.0 116 12.0 5.2 9.1 or 12.0 95 12.0 4.3 7.5 78' - - 12.0 --8.9 120 4.0 70 7B' 9,9 7.3 118 3.3 5.7 70 96 98 72 118 3.3 57 70 98' 8.1 6.0 9.8 4.7 7 IM- 93 6.1 9.8 48 11d Ba 50 6.1 - 39 1f8' 7.9 $.B 9.4 - 46 116' 8.5 48 7.7 73 w 6P 120 101 120 1.6 79 eP 11.3 B3 120 Ar 108 7B 120 3.5 6.1 7T 6.7 64 10.3 5.0 Q y O 96' 86 8.3 192 5.0 96 7.1 5.2 8.4 4.1 W -Itl' 74 5.5 89 - 43 111' 6.1 4.5 7.3 35 r - 0 80' �7. 9.0 12.0 1.1 7.1 80' f0.1 74 11.9E13 583 7B• 8.9 11.1 J.1 54 76' 7.7 5.7 B2 4.5 / _ -""'----- ---0 (A F Bp - - 90 _______ 98' SS 9.1 1.4 9e- 6.3 48 7.5 36 /% { Z I06' $.1 e3 - 4.0 las s.7 4.z B.e J3 z $ JI�i,TE o (L mz� or 11.0 8.1 12.0 37 8.1 Bo' 80 6.7 107 30 52 � W � '" % /_ � IX 2�o 100 78' as 62 I0.0 49 100 7C 7.0 SA 8.3 40 0 V 91 89 5.1 BS Lp s6 5.7 42 87 - 3.3 w / N 010x3"410-HT S-S ¢ 8Y 6.7 I9 7.9 - 3.9 1 BP S.5 40 6.5 - 32 N 48' 11.5M457.2 0 38 6.6 {p' 91 7 0 11.2 3.1 64 / / ds S.M.S.W/7/16"Q�%7/6" In Z = ST oz9 30 s.a 60• rd se as 14 LONG NYLON BUSHING w 120 120 - - TYPICAL/ (BOTTOM'ONLY) w re• 7o4 4.1 78' se 4s 82 34 ANCHOR SEE / C7 Bt' 30 - 35 91- 50 3.7 59 CHART ON LEFT LNIu 46- 98 72 113 3J s7 4a 81 80 BO 47 ���\�LN•1N/1N��14i N W 79 5.p _--9-3-_, - 45 6P 65 18 77 37 •• ••• • • 140 78' 80 4,5 7.2 JS 1a0 7B' 5.0 3,7 59 - • • • • 81' SB 4,3 6.9 3.4 a1' 48 3.5 5.7 -- • •• • •yam • Y, IN P.E •1'•,�•, SCAT A 559 4B' e6 B3 10.2 8.0 IB' 7.t 5.2 e.! A.1 4c it ISO 60' 5.9 5,1 8.2 40 150 �-- 5.7 4.2 8.7 33 A 2 Q sous as 110tm 7P 58 !3 69 34 7P I.B 3.5 5.7 i / Q` •2w ORUYK PL ••• •�• i•• • RL QP"" ��� 9w1m•Ile • • • • i�itF$$� ••� AD13-08 •• • • • • • hunr����• • • •• • • •AU U$ •ti•4 7 OF 18 ••• • • GVI • • • • • • • • fee • •• •• • • • •• •• DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD YS SPAN AND ANCHOR SPACING CHART DETAIL 2T (TOP DETAIL 2B (BOTTOM) M00D CONCRETE CANCxETE WOOD CONCRETE CONCRETE MAX. CONCRETE CONCRETE STRUCTIIR MAX. CONCRETE CONCRETE STRLH'TUR TYPICAL 'SIGN SIRICI'ER E HIM BLOCK DESIGN SHUTTER E BLOCK BLOCK ANCHOR SEE -#10x3.410-HT S.S S �! LOAD SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR LOAD SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR CHART ON LEFT / S.M.S.W/7/16.Ox 5 18" m a SPACING SPACING SPACING SPACING SPACING SPACING SPACING. SPACING SPACING SPACING / MEDIUM&HAT NYLON in. in. On. in. (in. iv BUSHING(TOPONLY) TYPE TYPE TYPE TYPE F PSF INCH TYPE TYPF.E A2/D2/E2 Al/BI/DI/ TYPE 15P LNY71 TYPE TYPE E A2/U2/F:2 AI/BI/DI/ TYPE ul / #70x2"410-HT A/B/C/F CI/Ft A/d/C/F' CL/F1 Z 0 C3) /G EI /f. F.I IIl / S.S S.M.S.TYP. C 60 12.0 12.0 12.0 12.0 12.0 BO 12.0 12.0 12.0 12.0 12.0 U SU TRATE TOP&BOTTOM 79 f'2.0 12.0 12.0 11.3 12.0 78 12.0 12.0 12.0 9.3 I'2.0 w H16 , U 96 1'2.0 12.0 12.0 9.1 12.0 96 12.0 12.0 1'2.0 7.5 12.0 _ 114 12.0 12.0 12.0 7.7 12.0 114 12.11 12.0 12.0 6.3 11.0 - + --"--- � ^o '25 132 12.0 12.0 12.0 6.7 1 L s 25 132 12.0 12.0 12.0 5.5 9.5 EEL CARRIAGE-- 150 12.0 12.0 12.0 1 5.9 10.2 150 12.0 10.7 12.0 4.8 8.4 168 1.2.0 11.6 12.0 1 5.2 9.1 168 12.0 9.5 12.0 4.3 7.5 180 12.0 10.8 12.0 1 4.9 8.5 180 1'2.0 8.9 12.0 4.0 7.0 Z• __ ( 60 12.0 12.0 12.0 1 9.1 12.0 60 12.0 12.0 12.0 7.5_ 12.0 78 12.0 12.0 12.0 7.0 12.0 78 12.0 12.0 12.0 5.8 10.1 Q j 96 12-0 12.0 12.0 5.7 9.9 96 12.0 10.4 12.0 4.7 8.2 Z t- 40 114 12.0 10.7 12.0 1 4.8 8.4 40 114 11.9 8.8 12.0 4.0 6.9 y; Z N N lag 12.0_ 9.2 12.0 4.2 7.2 132 10.3 7.6 12.0 3.4 5.9Ur��� MIN.SEPARATION SEE W Z �i o 1.50 11.0 8.1 12.0 ;i.7 6.4 750 9.0 6.7 to.7 3,0 5.2 C7 CHART G ON SHEET 6 Z U m m I62 10.2 7.5 12.0 3.4 5.9 762 8.4 6.2 9.9 4.8 Z 7 (7 c 60 12.0 l2.0 12.0 7.3 f'2.0 60 12.0 t 2.U 12.0 6.0 10.5 _ ._ .__ _._- - Z 2 a m 78 12.0 12.0 12.0 .8 78 12.0 10.3 1'2.0 4.6 8.0 ---� Q IM y 50 l'l.0_ 10.1_ 7'2.0 -_ 647.9 50 96 _11.3 H.9 _ I'2.0_ 3.8 fi,5 W N 114 11.6 8.5 7'2.0 -"" .7 114 S.5 7.0 I L 3 3.'L 5.5 132 10.0 7.4 11.9 .8 132 8.2 6,1 9.8 4.9 W m 153 8.fi 6.4 10.2 .11 153 Z l 5,'L 8.4 - 4.1 � oe GO 12_0 12.0 12.0 6.1 10.6 60 12.0 l L 1 12_0 5.0 8.7 � m 5 78 12.0 Ill.4 12.0 4.7 8.1 78 11.6 H.6 12.0 319 6.7 60 95 11.5 8.4 7'2.0 3.8 6.6 60 96 9.4 7.0 1 I.'2 3.1 5.4 -_ ---- 120 9.'2 -6.8 10.9 3.0 5.3 120 7.5 5.6 8.9 - 4.4 7 F 1_4_T_ 5.6 9.1 - 4.4 144 ti.3 4,6 Z 5 3.6 60l2.0 11,6 12.0 _ 5.2 _9.t 60 12.0 9.5 12.0 4.3 7.5 F 7w-41'1..0 H.9 12.0 4.0 7.0 78 9,9 7.3 11.8 3.3--- 5.7 N 70 96 1 9.8 7.2 I L 6 3.3 5,7 70 96 8,1 fi.0 9.6 4.7 y 114 6.3 6.1 9.8 4.8 114 6.8 5.0 B.1 3.9 11: 135 7.0 5.1 8.3 - 4.0 135 5.7 4.2 6.R - 3.3 w 60 12.0 10.1 12.0 4.6 7.9 60 11,3 _ 8.3 12.0 1 3.8 6.S ^/R Z 60 78 10.6 7.8 1'2.0 3.5 6,1 80 7N 8.7 6.4 10.3 - 5.0 L LJ 3 = 0 q 96 8.6 6.3 10.2 - 5.0 9fi 7.H 5.2 8.4 - 4.1 _ h FQ 120 6.9 5.1 8.2 - 4.0 120 5.7 4.2 6.7 3.3 / -------- .n z K a S 60 12.0 9.0 12.0 4.l 7.1 60 10.1 7,4 IL9 3.3 5.8 / / O 0 78 9.4 6.9 1 I.1 3.1 5.4 78 7.7 5.7 9.2 - 4.5 Z �U TRATS c B 90 96 7.6 1 5.6 9.1 4.4 90 96 6.3 1 4.6 7.5 - 3.6 � i' V �m 108 6.8 5.0 8.1 - 3.9 108 5.6 4.1 6.6 - 3.2 Q j Q J n 60 11.0 1 8.1 12.0 3.7 64 4 60 9.0 1 6.7 10.7 3.0 5.2 w /- -#10x3"410-HT S.S CA U 72 9.2 6.8 10.9 3.0 5.3 72 7.5 5.6 8.9 - 4.4 U too too - S.M.S.W/7/16"0x 7/8" z = 84 7.9 5.8 9.3 4.5 84 6.5 4.8 7.7 - 3.7 W 96 6.9 5,1 8.2 4.0 96 5.7 4.2 6.7 3.3 / LONG NYLON$USHING w4R 11.5 8.4 12.0 3.8 6.6 48 9.4 7.0 11.2 3.1 5.4 TYPICAL (BOTTOM ONLY) O 60 9.2 6.8 70.9 J.0 5.3 W 7.5 5.6 8.9 4.4 ANCHOR SEE J 120 72 7.6 5.6 9.1 - 4.4 120 72 6.3 4.6 7.5 - 3.6 CHART ON LEFT \\\�••r",I�p�� m 81 6.8 5.0 8,1 - 3.9 81 5.6 4.1 6.6 3.2 ••• ••• • • f�i\\ $8 NN•,'��i�, NU' 98 9.8 7.2 11.6 3.3 5.7 48 8.1 6.0 9.6 - 4.7 • • fi0 7.9 5.8 9.3 4.5 60 6.5 4.6 7.7 - 3.7 •• �v F.E•• 140 66 7.1 5.3 B.5 __ 4.1 1�0 66 5.9 4.3 _ 7.0 3.4 •• •• • •� 2•C Gi5 T A 72 6.5 4.8 7.8 - 3.8 72 5.4 4.0 6.4 - 3.1 •• ••• ••Q •a 5 �� „-�-n 48 8.6 6.3 10.2 5.0 48 7.1 5.2 8.4 4.1 = .a ,urs s xmm 160 60 6.9 5.1 8.2 - 4.0 160 BO S.7 4.2 6.7 - 3.3 i 66 6.2 4.6 7.4 3.6 66 5.1 3.8 6.1 - Z� • Z rronc rcv u-ms 180 48 7.6 5.6 9,1 4.4 ISO 48 613 4.6 7.5 - 3.6 • ••• • R ,.••C9�� 60 6.1 4.5 7.2 - 3.5 60 5.0 3.7 6.0 - - • • • • • "•••wQ•�••`�,�� °'" ro 48 6.9 5.1 8.2 - 4.0 48 5.7 4.2 6.7 - 3.3 • • • • •�/��s$��� \\�j AD13-08 200 ST 5.8 4.3 6.9 - 3.3 200 57 4.8 3.5 5.7 - - •• •• • • • kIp11M�,« • 801,18 ... . . . . ... . . ... . • . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MIN. : P T t EDGE DIST. `< � DESIGN a v's SPACING CHART v TYPICAL ANCHOR DETAIL 3T A,38 (TOP A HO7TYIM DETAIL 138 BOTTOM CONCRETE corR:Rl:re CONCRETE coNCRErE SEE CHART ON LEFT p MAX. C(NCRETF.CONCRETE.CONCRETE MOOD MA%. CONCRETE CONCRETE(bNCRETE MOCK BLOCK � 'SIGN SHUTTER BLOCK HIM SIRJTTER DESIGN LOAD SPAN ANCHOR ANCHOR ANCHOR SPACING ANCHOR ANCHOR LOAD SPAN ANCIIN ANCHOR ANCHOR ANCHOR ANCHOR / E EQ. / j / SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING � / -/> SUBSTRATA o (in. in. in. in. in. in. in. (in. i, ul. in. TYPE TYPF. TYPE AiOxZ"410-HT PSF INCH TYPE.A/H TYPE CIF TYPF,D/E A2/D2/E2 TYPE El PSF [8CI1 TYPE A/R TYPE C/F TYPE D/F TYPE E1 ___ /G AI/BI/Dl Al/RI/UI -- $.S S.M.S.TMP. c WHEEL CARRIAGE - 1 TOP&BOTTOM 60 14.0 I4.0 14.0 14-0 14-0 14.0 60 9.0 9.0 9.0 9.0 9.0 + (� 78 14.0 14.0_ 14.0 14.0 _14.0_ 14.0 TR 9.0 9.0 9.0 9.0 . .9.0 ----- '- 96 14.0 14.0 14.0 14.0 14.0 13.8 96 9.0 9.0 9-0 9.0 9.D 010X3"410-HT S.S 25 1t4 14.0 14.0 14.0 14.0 11.9 11.6 114 9.0 9.0 9.0 8.0 8.6 y oi1' u 132 14.0 14.0 14.0 12.9 l0.2 10.0 25 132 9.0 9.0 9.11 6.9 7.4 y S.M.S.W/7/16"OJX 5!$" 150 14.0 1 14.0 14.0 11.3 9.0 8.8 150 9.0 9.0 9.0 6.1 6.5 MEDIUM&HAT NYLON NN 168 14.0 14.0 13.0 10.1 8.1 7.9 168 9.0 9.0 9.0 5.4 5.8 BUSHING(TOP ONLY) O om m 180 11.0 11.0 12.1 9.1 Z5 7.3 1R0 9.0 9.0 90 5.1 55 �� 2 F a[ 60 14.0 14.0 14.0 14.0 14.0 14.0 60 9.0 9.0 9.0 9.0 9.0 F ui Z 78 11.0 14.0 14.0 13.8 1 t.3 10.9 78 9.0 9.0 9.0 7.3 7.9 y MIN.SEPARATION SEE Z F a 96 14.0 14.0 144 0 11-2 9.2 8.9 96 9.0 9.0 9.0 5.9 6.4 W CHART G ON SHEET 8 0 m 0 40 114 14.0 14.0 12.3 _9.1 7.7 7.5 40 114 9.0 9.0-- 8.9 5.0 5-4 _ ____ - < W W . E 132 12.7 14.0 10.7 8.I 6.7 6.4 152 9.0 9.0 7.7 4.3 4.6 ----- 7 W p .1 °u 150 11.'2 14.0 9.4 ___7.2 _ 5.9 5.7 _ ,_.150 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 R W Z 0 rn 6U I1.0 14.0 K9.3 1.() 11.9 11.4 60 9.0 9.0 9.0 7.6 R.'L 3T 3 V7 TOP & BOTTOM Z? » .0 78 14.0 11.0 1.1 9.'2 8.B 76 9.0 9.0 9.0 5.9 6.3 > W N dm ,° g n m v _SI6 11.0 14.0 0 _7.1 7.2 50 96 9.0 -Juo--___N 1 4.8 5.1 W }(7 114 11.9 14.0 7.1i 6.3 6.0 114 8.8 9.0 7.1 4.0 1.3 7 V ;w 132- 10.3 14.0 _5__ 5.4 52 13'L 7.6 9_(1___. 6.1 3.5 3_7_ I5:1 8.9 12.2 5.6 4.7 4.5 153 6.5 8.3 5.8 3.2 010X3"41D•HT S.S N e 60 14.0 14.0 2.0 140 9.6 60 9.0 9.0 9.0 6.3 6.8 m5 T 78 14.0 14.0 9.3 7.7 7-4 78 9.0 9.0 8.6 1.9 5.2S.M.$.W/7/16"P1X 7 1$" 60 96 11.9 14.0 7.5 6.3 6.0 60 96 8.7 9.0 7.0 4.0 4.3 LONG NYLON BUSHING 120 9.5 13.1 6.0 5.0 4.8_ 120 7.0 _ 8.8 5.s 3.2 3.4 (BOTTOM ONLY) 144 7.9 10.9 5 0 4.2 4.0 144 5.8 7.:3 4.7 g 6o 14.0 14.0 13.7 10.3 8.6 B.3 60 9.0 9.0 s.0 5.1 ;.x 16"O RIVETS OR w 78 12.6 11.0 10.5 B.0 6.7 6.4_ 78 9_0 9.0 7.4 1.2 1.S 0 TEK$ 6"O-C• d 4 > 70 96 10.2 14.0 8.6 6.5 5.4 5.2 70 96 7.A 9.0 6.0 3.4 3.7 --- y 114 8.6 11.9 7.2 5.4 4.6 4.4 114 6.3 7.9 5.1 - 3.1 io d ------ IY 13-5-7-7.3 10.0 6.1 4.6 3.8 3.7 135 5.3 6.7 4.3 - - w d w 60 14.0 14.0 12.0 9.1 7.6 7.3 60 9.0 9.0 8.4 4.8 5.1 _ ZO v AO 78 11.0 11.0 9.2 7.0 5.9 5.6 78 8.0 9.0 60 5 3.7 3.9 p = g 96 9.0 12.4 7.5 5.7 _ 4.8 1.s 96 6.5 8.3 5.3i_Z 5 EO. EO. w 3/16"0 RIVETS OR r y F- 120 7.2 9.9 6.0 4.5 3.8 3.6 120 5.2 6.6 4.2 - - 010 TEKS 6"O.C. ZO <LL 60 12.8 14.0 M6.9 8.1 6.A 6.5 60 9.0 9.0 7.5 4.2 1.5 90 78 9.A 13.6 6.2 5.2 5.0 7 7.1 9.0 5.8 3.3 3.5 d n' zqo� 96 8.0 11.1 5.0 4.2 1.0 96 5.8 7.3 4.7 O @ m 108 7.1 9.8 4.5 3.8 3.6 108 5.1 6.5 1.2 = - CONCRETE V -j R 60 11.5 14.0 7.3 6.1 5.8 60 8.3 9.0 6.7 3.8 4.t TYPICAL ANCHOR _ < U ul a 100 72 9.6 13.3 6.1 5.1 4.9 72 7.0 8.8 5.6 3.2 M3.7 100 SEE CHART ON LEFT 84 8.2 11.4 5.2 4.4 1.2 84 6.0 7.6 4.8 WZ96 7.2 10.0 4.5 3.8 3.6 96 5.2 0.6 4.2 uj 48 12.0 14.0 10.1 7.6 6.4 6.1 48 8.7 9.0 7.0 4.0 MIN; 60 9.6 13.4 8.1 6.1 5.1 4.9 120 60 7.0 8.8 5.6 3.2 / ^^ EDGE DIST. Ito 72 8.0 11.I 6.7 5.1 4.:i 4.1 72 s.A 7.3 1.7 -I 3 LKJ �N.%%% ,��WANq���i� vi 81 7.1 9.9 6.0 1.5 3.8 3.6 • 1! .I .5 1. 48 10.3 14.0 8.7 6.5 5.5 5.2 • 48 9. 6. 3.4 ����Q�a•!fGN$!}'•. ,�I� d140 60 8.3 11.5 6.9 _ .5_2_ _4_9 4.2 140• 6 .0 7. -66 7.5 10.5 6.3 4.7 1.0 3.8 66 i.4• 416.9• •4.• • ��� ,•'VrIPINy.WIIY♦s P•E' iI 72 fi.9 9.6 5.8 1.:3 3.7 3.5 •• W2•• 5.0• 6*3 •4.0 • = FW1 15TRAT 14 PE/559 ••-Y°-�� 48 9-1 12.6 T 6 5.7 4.8 4.6 Is_ 6.5 8.3 5.:1 3.2 A,*2 srA1a •s 10'1® 160 60 7.3 10.1 6.1 4.6 3.9 3.7 160 60 5.2 6.6 4.2 - - 66 fi.6 9.2 5.5 4.1 3.5 3.3 tW4 4.7 6.0 3.R - - + ,/.//]_J/Y/'C O� :? °R�•" 180 48 8.l 11.2 6.R 5_I 1.3 4.1 5.• 47!04 4.7• -• _ %!Q '•.t ••d`�, rw¢t Ycr n-aze 60 6.5 9.0 5.4 4.1 348 7.3 .5 3.3 J�j 4!6• 5.•9 3.♦ .... P r��g,,� w..nm•n 200 57 .1 H.5 5.l 3.R 3.3 3.1 4 5 3. ,,��ISBIOiPOil$0i�;���r AD13-08 AU - 91 2013 9 OF 15 IIF.SIGN IAAU VS SPAN AND ANCHOR SPACING CIl4RT DESIGN LOAD VS SPAN AND AWBOR SPACING CHART ------ -""---- -" Z _ __...DFT.Al1,48 (BOTTOM), _ DETAIL 58 (BOTTOM) MIN.SEPARATION SEE 7 N o d CONCRETE CUNCRETF. CONCRETE CONCRETE CHART G ON SHEET 6 MAX. CONCRETE CONCR[TE CONCRETE MAX CONCRETE CONCRETE CONCRETE BLOCK 81AQ( W DF;S IGH 'WITTEA BLOCK BLOCK SIR7TER -- - LOAD SPAN ANCHOR AWlIOR ANCHOR ANCHOR ANCBOR DES I AD SPAN ANCIR)R ANCHOR ANCIIOR A-f Rt AN(- #10x3"410-HT S.S. SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACiN'G SPACING S.M.S.W/7/16"Ax 7/8• in. in. in. in. in.) N LONG NYLON BUSHING TYPE 15P M. TYPE A/B TYPE CII:TYPE D/F. TYPE EI 15F IN171 TYPE A/B TYPE C,/F TYPE DA,AI/BI/DI TYPE EI g (BOTTOM ONLY) AVBVDI 3/16"O RIVETS 60 17.0 17.0 17.0 17.0 17.0 60 15.0 15.0 ICi.o I5.0 15.0 Z OR#10 TEKS C! --�4 78 17.0 17.0 17.0 17.0 17.0 78 15.0 I5.0 I5.D I5.6 I5.0 6"O.C.17.0 17.0 17.0 17.0 17.0 9fi 16.0 I5.0 I5.0 15.0 15.0 H (� O ___`_ ------- 25 114 17.U 17.0 17.0 16.T 14.6 25 114 15.0 --0 15.0 I5.U 15.0 X�X 3l16"0 RIVETS OR a o c� ®•G• 1S2 I7.0 17.0 17.0 14.5 12.6 132 15.0 15.U 15.0 15.U I3.6 W 3/16"0 RIVETS c --: #10 TEKS 4 6"O.C, b a on 150 17.0 17.0 17.0 12.7 I L l 150 IS.0 15.0 15.0 14.4 l'2.U 12" g !G4 17.0 17.0 16.5 11.4 9.9 168 15.0 15.0 I5.0 12.8 10.7 h,n IRO 17.0 17.0 15.4 10.6 9.3 180 15.0 15.0 1.5.0 12.0 10.0 60 17.0 17.0 1 17.0 17.0 17.0 60 15.0 15.0 15.0 75.0 15.0 78 17.0 17.0 17.0 15.3 13.4 78 15.0 15 15.0 I5 0 14.4 CONCRETE 96 17.0 17.0 17.0 12.4 10.9 96 I5.0 15.0 15.0 14.0 11.7 40 114 17.0 17.0 15.2 10.5 9.1 40 114 15.0 15.0 15.0 11.8 9.9 Z I a 132 15.3 17.0 !3.1 9.0 7.9 I32 15.0 I5.0 14.2 10.2 8.5 TYPICAL ANCHOR 4B m a 150 13.5 17.0 11.6 7.9 7.0 150 14.4 15.0 12.5 9.0 7.5 0.500" 162 12.5 17.0 10.7 7.4 6.4 I6'2 13.:5 15.U 11.6 8.3 6.9 SEE CHART ON LEFT _ MIN. W f 60 _ 17.0 17.0_ 17_0_ I5.9 13.9 _ _s015 0 I5.0 15.o_ 15.0 15.0 EDGE DIST. ?O 78 17.0 17.0 17.0 12.2 10.7 78 15.0 15.0 l5.0 13.8 lL5 Z Z_ 50 96 16.R 17.0 14.4 9.9 8.7 511 96 15.0 15.0 15.0 11.2 9,4 W am c 114 14.2 0 12.2 8.4 7.3 114 15.0 i5.0 13.1 9.4 7.9 13'2 12.2 17.17.0 10.5 7.2 6.3 I32 13.1 15.0 11A 8.2 6.8 153 10.6 15.5 9.1 6.2 5.5 153 1.3 I5.0 9.8 7.0 5.9 $ m_ 60 17.0 17.0 17.0 17.0 17.0 60 15.0 15.0 15.0 14.9 12.5 ._ 78 17.0 17.0 17.0 15.2 14.6 78 15.0 15.0 I5.0 11.5 9.6 MIN.SEPARATION SEE J -� 7 a 60 96 17.0_,..x17.0 17.0 _12..4_ _11.9. 60 9615.0 13.o _9.3 7.8 CHART G ON SHEET 6 120 17.0 17.U 15.8 9.9 9.5 1'20 1'2.0 15.0 10.4 7.5 6.3 --- - 144 15.7 17.0 13.1 8.3 7.9 144 10.0 I,.o 9.7 6.2 5.2 y #10X2"410•HT S.S IW- 60 17.0 . 17.0 17.0 _17.0 16.3 60 15.0 I5.0 I5.0 12.8 10.7 1- 3 s.Ms.wr7ns•OX5/e" 78 17.0 17.0 17.013.1 12.6 78 15.0 15.0 13.7 - 9.9 A.2 = F 70 96 17.0 17.0 16.9 10.6_ 10.2 70 96 12.R 15.0 11.1 8.0 6.7 LONG NYLON BUSHING rn W F 14 17.0 17.0 14.2 R.9 8.6 114 10.R 15.0 9.4 6.7 5.6 2 (BOTTOM ONLY) X >- 135 135 14.4 17.0 12.0 7.5 7.3 135 9.l 13.8 7.9 5.7 4.8 2 W 60 17.0 17.0 17.0 14.9 14.3 fi0 15.0 15.0 15.0 11.2 9.4 % 78 17.0 17.0 17.0 11.4 11.0 78 13.8 15.0 12.0 8.6 7.2 w __ p Z F 80 9fi 17.0 I7.0 14.8 9.3 8.9 ) 96 1 L 2 I5.0 9.8 7.0 5.9 b -_ .__ N = O m 120 14.1 17.0 11.8 7.4 7.1 120 9.0 13.6 7.8 5.6 4.7 $� c U1 60 17.0 17.0 17.0 13.2 12.7 60 15.0 15.0 13.9 10.0 8.3 c g gi ZO 0: 90 78 17.0 17.0 16.2 10.2 9.8 90 78 12.3 15.0 10.7 7.7 6.4 p d •w� 96 15.7 17.0 13. 8.3 7.9 96 10.0 I5.U 8.7 6.2 5.2O io 108 14.0 17.0 11.7 7.3 7.1 106 8.9 l3.4 7.7 5.5 4.6 O V m 60 17.0 17.0 17.0 11.9 11.4 60 14.4 15.0 12.5 9.0 7.5 TE Q IDn 72 17.0 17.0 15.8 9.9 9.5 !00 72 12.0 15.0 10.4 7.5 6.3 0 a R4 16.1 17.0 13.5 8.5 x.2 84 10.3 15.0 8.9 6.4 5.4 96 14.1 17.0 11.8 7.4 7.1 96 9.0 13.6 7.8 5.6 4.7 TYPICAL ANCHORETE 1 ZZ = 48 17.0 17.0 17.0 12.4 11.9 48 15.0 15.0 13.0 9.3 7.8 SEE CHART ON LEFT W 60 17.0 17.0 15.8 9.9 9.5 60 12.0 15.0 10.4 7.5 6.3 120 72 15.7 17.0 13.1 8.3 7.9 120 72 10.0 15.0 8.7 6.2 5.2 MIN. P 81 1a.0 17.0 t 1.7 T.3 7.I & •k3. 1'3.4 7 .5 4.8 EDGE DIST, ,,,`A4a••WAN�IIIi, 48 17.0 17.0 16.9 10.6 10.2 A 12. I 1 .0 6.7 �% *• ••�• 11 U' 140 60 16.1 _17.013.5 _ 8.5 8.2 140 6 1 15 f69 • W,4 5.4_ Q••��x8(s•••, Ii 66 14.7 17.0_ 12.3 7.7 7.4 66 • 9.3. •14.4M M 1 • �.8 •4.9 ♦� VYIPINn�� P ; • TL 1S.5 17.D 11.3 7.1 6.8 42 �i�• LS. 7.4 .3 4.5 Z • FW& GISTRAT It 48 17.0 1 17.0 14.8 9_3 8.9 48 11.2 15.0 9.8 7,0 -5.9 PE 9559 160 60 l4 l 17.0 11.8 7.4 7.1 160 60 9.0 13.6 7.8 5.6 4.7 A' 2 66 12.8 17.0 10.7 6.8 6.5 66 R.2 12.4 T 1 5.1 4.3 i ,•%/f'/� Q� • cuvx r 180 48 15.7 I7.0 13.1 8.3 7.9 180 •9H • T0.0 IS.0 .7 �i ' "•..'t :2 nwar ucv�a-on 60 12.6 17.0 10.5 6.6 6.3 R.0 1'2. .9 .0 46 19.1 17.0 i 1.8 7.4 7.1 5. 4.7 II,� i•• ���� 200 57 11.9 l6.4 10.0 6.3 6.0 200 •••7 • .6 .1.f 46.6 4.� •3. I/I�s ,QN%; AD13-08 A ust 21 2013 Io oP LB DESIGN LOAD VS SPAN.AND ANCHOR SPACING CHART DETAIL 8B (BOTTOM) MAX. CONCRETE CONCRETE WOODCONCRETE CONCRETE ALCM. o SIRITTER Hi.O(Y( Bt.00N 6063TCi - x DESIGN SPAN ANCINIR ANCHOR ANCHOR ANCHOR LOAD SPAC INC, SPACING SPACING SPACING SPACING SPACINL' � o 7 (in. in. (in. (in.) in. in. MIN.SEPARATION SEE TYPE TYPE TYPE TYPE CHART G ON SHEET 6 0 PSF INCH TYPE:IS A2/D2/E2/AI/Bi/DI/E Cl/FI 1/4-TEKS ---- � �I A/B/C/F G I m rA 5 60 9.0 9.0 9.0 1 9.0 9.0 9.0 w � 78 9.0 9.0 9.0 1 9.0 9.0 9.0 0 #10x3"410-HT S.S D 9G 9.0 9.0 9.0 9.0 9.0 9.0 z S.M.S.W/7/16"0x 7 18* 25 114 9.0 9.0 9.0 8.3 9.0 9.0NG NYLON r �m m 1'20 9.0 9.0 9.0 7.9 9.0 9.0 y LO (BOTTOMM ONLY) c � 1,50 9.(1 9.0 9.0 8.3 9.0 9.0 w OONLY) p 1D u !z FG. 168 9.0 9.0 9.0 5.6 9.0 9.0 n"n 180 9.0 9.0 9.0 5.2 9.0 9.0 V nm 60 9.0 9.0 9.0 9.0 9.0 9.0 $ - - - F 78 9.0 9.0 9.0 7.6 9.0 9.0 f; c 1 (�Q 96 9.0 9.0 9.U 6.1 9.0 9.U m EO. EO. Z J 6 40 114 9.0 9.0 9.0 5.2 9.0 9.0 w /SUBSTRATE/ O 1'20 9.0 9.0 9.U 4.9 R.5 9.0 c7 o wi E 162 9.0 8.1 9.0 3.9 6.H 9.0_ w _ay - 2 V 16'2 9.0 R.1 9.0 3.6 6.3 9.0 60 9.0 9.0 9.0 7.9 9.0 9.0 1/4"0 x 3/4"TEK--- `"'B Z Z 78 9.0 _ 9.0 _ 9.0 __ 6.0 9.0 9_0_ TYPICAL ANCHOR SCREW SEE CHART 1"MIN. w a� 96 9.0 9.0 9.0 4.9 8.5 9.0 FOR SPACING 50 111 9.0 9.0 9.0 4.1 7.2 y 0 SEE CHART ON LEFT Y l7 132 9.0 7.9 9.0 3.6 6.2 9.8 153 9.0 6.8 9.0 3.1 5.4 7.6 60 9.0 9.0 9.0 6.5 9.0 9.0 oa a m f 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 7 g 60 9.0 9.0 9.0 5.6 9.0 9.0 MIN.SEPARATION SEE w 78 9,0 9.0 9.0 4.3 7.5 9.0 CHART G ON SHEET 6 70 9fi 9.0 7.H 9.0 3.5 6.1 R.7 ----- y U) 114 8.9 6.6 9.0 5.1 7.3 N W 135 7.5 5.5 8.9 4.3 6.2 w r 60 9.0 9.0 9.0 1 4.9 8.5 9.0 0 #10x3"410•HT S.S = ZO � 80 78 9.0 8.4 _ 9.0 3...8 6.6 _ 9.0 0 = M Z M.S.Wl7/16"0x 7/8" rn to F 96 9.0 6.H 9.0 3.1 5.3 7.6 F ONG NYLON BUSHING u 120 7.4 5.4 8.8 4.3 6.1 y Z 0 �y (BOTTOM ONLY) - f O qz 60 9.0 9.0 9.0 1.1 7.6 9.0 u� 8 It It 9O 78 9.0 7.4 9.0 3.4 5.8 8.3 = t 96 8.2 6.1 9.0 1.7 6.8 U V i6,9 108 7.3 5.4 8.6 - 4.2 6.0 Q -j 60 9.0 8.7 9.0 3.9 6.8 9.0 IW 72 9.0 7 39_0 _ 3.3 5.7 8.1 <: W Z Z 84 8.4 0.L 9.0 4.9 6.9 CONCRETE W 96 7.4 5.4 8.8 - 4.3 6.1 (7 48 9.0 9.0 9.0 4.1 7.1 9.0 HOR 120 72 8.2 6.1 9'0 3- 7 6•8 • • • ••• TYPICAL ONC PER B B t���Y,6�•wANQ 81 7.3 5.4 8.6 •- •.2 •• 641 • ••• •• ♦♦♦ `a• �••••• ,I� U TESTED SPACING ♦ Q N S 48 9.0 7.8 9.0 A. .l R MIN. �,• 60 8.4 6.2 9.0 9 6.9 • • ••• ---EDGE DIST. ♦♦� VYIPINf�o��op� P.E 110 66 7.7 5.7 9.0 1.1 6.3 : • F�IOA'1fEGI5TRAT A PE 4559 •n ze-ra 72 7.0 5.2 8.3 - 4.1 5.8 A 2 suc .a worm 18 9.0 6.8 9.0 3.1 5.3 7.6 : QF 160 60 7.4 5.4 8.8 - 4.3 64110 0 • • • maw •L 66 6.7 5.0 R.0 •- • 3.9• • 5.50 1 • • • • ~� ••• �O? ��'a-•' 180 48 8.2 6.1 9.0 - 4.7 fi.8 8 7.1 5.4 8.8 1.3 6.1• ••• ••• ��IFau'oN ttt ADI3-08 Z00 57 6.2 4.6 7.4 - 3.6 5.1 August 21.2013 tt oP to ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD VS SPAN AND ANCHOR SPACING CIIART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART C1�4V DETAIL 7T (TOP) OE,TATI.7B (BOTTOM) TYPICAL ANCHOR / 0x314"S.S.- 1"MIN.CONCRETE fANCRET ALUM. CONCRETE CONCRETE ALGAL SEE CHART ON- 3MAX. CONCRETE CONCRF7'E WOOD MAX. CONCRETE CONCRETE WOOD 81 UfK FM.f1('K 6(163-T6 . W/NUT bDESIGN SHInTER RLO('1( E BLOfK 6063-T6 SIRITTE LEFTI 9"O.C.SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR DESIGNR SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHORIAAb SPACING SPACING SPACING SPACING SPACING SPACING LOAU SPACING SPACING SPACING SPACING SPACING SPACING EO. EO. (in.) (in.) (in. (in.) (in. (in.) (in.) (in.) On.) (in. (in.) (3n.) yfM�EDIUM #10x2"41(>HTS.S TYPE TYPE. TYPE TYPE z H .M.S.TYP.TOP TYPE TYPE TYPE TYPE I/4'TEK PSF INCH TYPE E A2/b2/E2 AI/BI/DI 1/4'TEKS PSF INCH TYPE E A2/D2/E2 AI/BI/Dl f g BOTT A/B/C/F CI/FI A/H/C/F Cl/FI S /G /L'I /C EI WHEEL CARRIAGE-60 9.0 9.0 9.0 9.0 9.0 9.0 GO 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 78_ 9.0 9.0 9.0 9_0 9.9 _ 9.0 #10x3"41aHT S.S--- - _ ---96 9.0 9.0 9.0 9.0 9.0 9.0 9G 9,0 9.0 9.0 9.0 9.(7 9.0 .W/7116"0x 5l 8"114 9.0 9.0 9,0 9.0 9,0 9.0 114 9.U 9.0 9.0 7,9 9.0 9.0 d HAT NYLON 25 1'20 9.0 9.0 9.0 A.9 9.0 9.0 25 120 9.0 9.0 9.0 7,5 9.0 9.0 SHING(TOP ONLY) 2150 9.0 9.0 9.0 7.1 9.0 9.0 150 9.0 9.0 9.0 6.0 9.0 9.0168 9.0 9.0 9.0 5.4 9.0 9.0 IGH 9_0 9.D 9.0 5.3 9_0 9.0 -60 9.0 9.0 5.9 9.0 9.0 180 9.0 9,0 9.0 5.0 8.7 9.0 "'m60 9.0 9,0 9.0 9.0 9.0 9.0 60 9.0 9.D 9.0 9.0 9.0 9.0 Z78 9.0 9.0 9.0 8.6 9.0 9.0 78 9.0 9.0 9.0 7.2 9.0 9.0 SEPARATION SEE 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 w CHART G ON SHEET 6 Z f 40 I14 9.0 9.0 9.0 5.9 9.0 9.0 40 114 9.0 9.0 9.0 4.9 8.5 9.0 z 120 9.0 9.0 9.0 5.6 -9.0 9.0_- __.1'20 9,o- 9.0 9.0 4.7 8.1 9.0 Z W N nor 150 9.(1 9.0 9.0 4.5 7.7 9.U 150 0 80 8.3 9.0 3.7 6.5 7.R -- ---- - --..-.---- -----�/L- -- i W Z w n 162 9.0 9.0 9.0 4.1 7.7. 9.0 162 9.0 7.7 9.0 3.5 6.0 7.2 _Z U m 60 9,U 9.0 9.0 8.9 9.0 9.0 60 1 9.0 9.0 9.0 7.5 9.0 9.0 0 78 9.0 9.0 -9.0 fi.9 9.0 9.0 78 9.0 9.0 9.0 5.R 9.0 9.0 7 nZ1 >ca u 96 9.0 9.0 9.0 5.6 9.0 9.0 S)6 9.0 9.0 9.0 4.7 8.1 9.0 W Q C 50 114 9.o 9.o 9.0 4.7 8.2 9.0 50 114 9.0 R.7 9.0_1 3,9 ¢.8 8.2 rn }(7 nr 132 9.0 9.0 9.0 4.I 7.0 9.0 132 9.0 7.5 9.0 3.4 5.9 7.1 2 3 w N 153 9,0 7.8 9.U 3.5 6.1 9.0 153 H.8 6.5 9.0 - v 60 9.0 9.0 9.0 1 7.4 9.0 9.0 60 9.0 9.0 9.0 6.2 9.0 9.0 o a _7R _4_U 9.0-_ 9.0 5.7 9.0 9.0 78 9.0 9.0 9.0 _ 4.8 8.3 9.0 6U 96 9.0 9.(1 9.0 9.6 8.A 9.0 60 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 #10x2"410-HT S.S S.M.S. 144 9.0 6.9 9.0 3-1 5.4 9.0 144 7.8 5.8 9.0 - 4.5 5.4 W/71 16"0x 7/B"MEDIUM 60 91 0 9.0 910 6.4 9.0 9.0 60 9.0 9.0 9.0 5.3 9.0 9.0 NYLON BUSHING W 78 9.0 9.0 9.0 4.9 8.5 9.0 79 9.0 9.0 9.0 4.1 7.1 H.6 (BOTTOM ONLY) H 70 96 9.U 8.8 9.0_ 4.17 6.9 9_0 70 _ 96 _9,0 7.9 9.0 3.3__ 5.8 7.0 7 3/16"0 RIVETS OR Y 114 9.0 7.4 9.6 3.4, 5.8 9.0 114 8.5 --6.2 9.0 4.9 5.9 V) #10 TEKS 0 6"O.C. d - 135 8.5 6.3 9.0 4.9 9,O 135 7.1 5.3 8.5 - 4.1 5.0 60 9.0 4.0 9.0 5.6 9.0 9.0 60 %0 9.0 9.0 4.7 8.1 9.0 w - .--- ry w 80 78 9.11 9.0 9.0 4.3 7.5 9.0 R0 78 9.0 8.0 9.0 3.6 6.2 7.5 _ O n i ] O 96 9.0 7.7 9.0 3.5 6.1 9.0 96 8.8 6.5 9.0 - 5.1 6.1 H E g N 1- 120 8.4 6.2 9.0 - 4.8 9.0 120 7.0 5.2 8.3 4.1 4.9 O Q Q 60 9.0 9.0 9.0 5.0 8.6 9.0 60 9.0 9.0 9.0 4.2 7.2 8.7 Z 3 5 Z K 78 9.U 8.5 9.0 3.8 6.6 9.0 78 9.0 7.1 9.0 3.2 5.8 6.7 o .SUBSTRATE' 3116"0 RNETS OR G CL w 90 96 9.0 6.9 9.0 3.1 5.4 9.0 90 9fi 7.8 5.8 9.0 - 4.5 5.4 #10 TEKS 6"O.C. 0 (r m 108 8.3 6.1 9.0 - 4.8 9.0 1(R 6.9 5.1 8.2 4.0 4.8 1/4"0 x 3/4"TQC O TYPICAL ANCFO�R U 60 9.0 9.0 9.0 4.5 7.7 9.0 60 9.0 8.3 9.0 3.7 6.5 7.8 i SCREW SEE CHART 72 9.0 8.2 9.0 3.7 6.5 910 TL 9.0 F.9 9.0 3.I 5.4 6.5 SEE CHART ON- / FOR SPACING 1'MIN. 0) V u loo 8A 9.0 7.1 9.0 3.'l 5.5 9.0 loo 84 8.0 5.9 9.0 4.G 5.6 SFT / to Z = 96 8.4 6.2 9.U 4.R 9.0 96 7.0 5.2 8.3 4.1 4.9 12 W 48 94 0 9.0 9.0 40 6 8.1 9.0 48 9.0 8.6 9.0 :3.9 6.8 8.2 1 uj O 120 60 9.0 8.2 9.0 3.7 6.5 9.0 120 GO 9.0 6.9 9.0 3.1 5.4 6.5 72 9.0 6.9 9.0 3.1 5.4 9.0 _72 7.8 5,8 9.0 - 4.5 5.4 RI 8.3 6.1 9.0 - 4.A 9.0 81 6.9 5.1 R.2 4.0 9.R ,N�4N�•••WAN 4#4I#I co 48 9.0 8.8 9.0 4.0 6.9 9.0 4 .0 3.3 5.8 7.0 ���\�� ••1Q #�i L7 6(I 9.0 7.1 9.0 3.2 5.5 9.0 60 H. 9 0 4.6 5.6 .` Q•'•t".NB� •• �i 14U66 8.7 6.4 9.0 5.0 9.0 I40 4 7• • 4.2 5.1 ��� :VYIPINgy��y,y�y��p•�, P•E: A 72 8.11 5.9 9.0 4.6 9.0 7• 6.4 4.9 • 0.90 • - 3.9 4.7 r FW& RCGISTRA7 A 48 9.0 7.7 9.0 3.5 6.1 9.0 •48 11.1 .5 9.0 .5.1 6.1 PF 155 • Yc ••-m-u 160 60 8.4 612 9.0 - 4.8 9.0 160 60 7.0 5.2 8.3 - 4,1 4.9 A' 2 66 7.6 5.6 9.0 4.4 9.0 66 6,4 4.7 7.6 3.7 4.4 �F •!N °MxN p L 48 9.0 6.9 9.0 3.1 5.4 9.0 4R 7.8 5.8 9.0 - 4.5 5.4 % •• S pxO1RT YCY u-ms I80 60 7.4 5.5 8.8 - 4.3 9.0 I80• • 6.2 •4.6 .4 4.3 R� P ••�►�� ��•o. Zoo 48 8.4 6.2 9,0 - 4.8 9.0 2� 48 7.0 5 8.3 - 4. 4.9 4�I' • •Ti ��fi,��� 57 7.1 5.2 8.4 - 4.1 9.0 57 5. 4 7.a 3. 4.1 �i##3uiON •••• AD13-08 • •• • • •• • • • 069 • • • ••• • Aujaust 21 2013 12 or 1B ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • DESIGN LOAD DETAIL 9B (BOTTOM) CONCRETE CONCRETECONCRETE CONCRETE z MAX. CONCRETE CONCRETE CONCRETE CONCRETE SHUTTER BLOCK BLOCK BLOCK BLOCK a `� DESIGN SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR MIN.SEPARATION SEE LOAD SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING CHART GONSHEET 6 in. (in. in. (in.) (in.) (in. (in.) in. - PSF INCA TYPE A TYPE C TYPE D TYPE E/F TYPE AI TYPE TYPE Cl TYPE D1 w El PI 60 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 78 6.5 6.5 6.5 1 6.5 6.5 6.5 6.5 6.5 N 96 6.5 6.5 6.5 1 6.5 6.1 6.1 6.5 6.5 g 25 114 6.5 6.5 6.5 1 6.5 S.1 5.1 6.5 C7 - 0 n m 132 6.5 6.5 6.5 6.5 4.4 4.4 6.3 6.1 z 150 6.5 6.5 6.5 6.5 3.9 3.9 .5.6 5.3 168 6.5 6.5 6.5 5.8 3..5 3.5 5.0 4.8 1/4"0 x 3/4"TEK 180 6.5 6.5 6.5 5.4 3.2 3.3 4.fi 1.1 SCREW @4"O.C. V om n 60 6.5 6.5 6.5 6.5 1 6.1 6.1 1 6.5 6.5 78 6.5 6.5 6.5 6.5 1 4.7 4.7 1 6.5 6.4 96 6.5 fi.5 6.5 6.3 3.9 3.8 5.4 5.2 TYPICAL ANCHOR -- #104",110-HT S.S " n Q 40 114 6.5 6.5 6.5 5.3 3.2 3.2 4.6 4.4 SEE CHART ON LEFT S.M.S.W/7/16"Ox 7/8" Z a J m 132 6.0 6.4 6.5 1.6 4.0 3.8 LONG NYLON BUSHING m N 150 5.3 5.6 6.5 4.0 -- 3.5 3.3 (BOTTOM ONLY) W z c 162 4.9 5.2 6.0 3.7 3.'2 3. I ---------------------- Z 00 n m 60 6.5 6.5 6.5 6.5 4.9 4.9 6.5 6.5CO RETE 12 (7 5 78 Ci.5 6.5 6.5 6.2 3.7 3.8 5.4 5.1 _ Z z �m 50 96 6.5 6.5 fib 5.1 3.0 3.0 4.1 4.2 111 5.6 5.9 6.5 4.3 3.7 132 4.8 .5.1 5.9 3.7 3.2 3.0 t 153 4.2 4.4 5.1 3.211/2" /2" f �s 60 6.5 6.5 6.5 6.5 4.1 4.1 5.8 5.5 78 6.5 6.5 6.5 5.2 3.1 3.1 4.5 4.3 60 96 5.5 5.8 6.5 C2 - 3.6 3.5 120 1.4 4.7 5.1 3.1 144 3.7 :3.9 445 - FOR ANCHOR TYPE ON WALL MOUNT 60 6.5 6,5 6.5 5.8 3.5 1 3.5 5.0 4.8 FOR BUILDOUT CONDITIONS, CONDITIONS REFER TO 77 S 88 ANCHOR W 78 - 5.8 6.2 6.5 4.1 1 3,8 3,7 REFER TO TAL-tT-&M..____. CHART(2)ANCHORS PER SEGMENT NIN. 70 96 4.8 5.0 5.8 3.6 3.1 Y 11 4.0 4.2 4.9 3.0 - -'� 2'MIN. w 135 3.4 3.6 4.1 - 60 1 6.5 6.5 6.5 5.1 3.0 3.0 1.4 4.2 -- j z m 80 78 5.1 5.1 6.3 :3.9 - - 3.3 3.2 _� 1/4"0-20x3/4"S.S. � 0 j 5.1 3.2 - BOLTS W/NUT& 120 1 3.3 3.5 4.1 - - - - - 0 0 0 WASHER 2 PER z y 60 5.9 6.2 6.5 465 3.9 3.7 ° o o SEGMENT@ 2"O.C. 5 pa, m w m 90 78 4.5 4.8 5.6 3.5 - - - - ° " cr cr 96 1 3.7 3.9 4.5 - - - ° 12 U U �6^ 108 3.3 3.5 4.0 - - /��-4"MIN._ Q -r J.: 60 5.3 5.6 6.5 4.0 3.5 3.3 ° w U 5 100 72 4.4 4.7 5.4 3.4 - o o w Z = 84 3.8 4.0 4.6 - - - - - z 96 3.3 3.5 1.1 CURVED TRACK w 18 5.5 5.8 6.5 4.2 - 3.6 3.5 60 4.4 1.7 5.4 3.1 - ��••uui�4� 120 72 :3.7 3.9 4.5 - - - ��1,�a ` WAlyq�•,, ui 81 3.3 3.5 4.0 - N • • • 01 • ,��4�•••!�N 8 g•• i��, 48 1 4.8 5.0 5.8 3.6 140 60 3.8 4.0 1.6 • F�D� CISTRA( A , 3.6 4.2 _ PE /559 '• • * m 72 1 3.2 3.3 3.9 A. � scNE v 11oltD 18 1.2 4.1 5.1 3.2 - - - - �F :Z ^•+TM v� 160 60 3.1 • �i S nnncT xa��-on 66 3.0 3.2 3.7 - • • • -.• - • • -• •• „••�OBJ 48 3.7 3.9 4.5 _ .;p10P,.•��,� oeemcxe_ 180 so - 3.1 ,,,�iF`�4�O �,,� AD13-08 18 3.3 3.5 1 1.I - •• ♦ ♦ - ••• - • zoo 57 3.4 - - - - Au ust 21 2013 1a of,e ••• • • • ••• • • ES IG 'PAN AND ANCHOR SPACING R SPACING CHART DETAIL 1OT (TOP) DETAIL 108 (BOTTOM) 1/4"TEKS z a ALUM. 6U63 HOOD CONCRETE CONCRETE ALUM. (3)5/16"0 ULTRACON W/1-1/2" -- 3 MAX. NOW MAX. CONCRETE:COK'(;RETE STRUCIUR SEE CHART ON LEFT SMITtER 76 SHUTTER BLOCK BLOCK 6063 Tfi MIN.EMBED INTO WOOD 1 1f2` 1 4/2" s UEs1GH SPAN DESIGN SPAN E STRUCTURE,SEE CHART ON -� FOR SPACING a LOAD ANCHOR ANCIM LOAD ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCIKM LEFT FOR SPACING --- SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING '- e Z (in. (in.) (in.) (in.) (in.) (inJ (in.) (in.L / ---�- o TrPI: TYPE 1/8"x4'ALUMINUM WOOD o 5/Ifi'ULTRAC,O TYPE A/8/C/F CI/FI Tf.K.S TYPE. I/4' PLATE CONT. N 6063-T6 PSF INCH 1/4" TEKS PSF INCH TYPE E A2/D2/E2 AI/BI/DI/ G^OVE /G EI -- 60 17.0 12.0 60 1 9.0 9.0 9.0 9.0 1 9.0 9.0 w (� 78 17_0 12.0 78 9.0 _9.0 9.0_ 9.0 9.0 9_0 6 96 17.0 12.0 96 9.0 9.0 9.0 9.0 9.0 9.0 110x2"410-HT ym m 'L5 114 17.0 12.0 25 114 9.0 -9_0 9_0 7.6 9.0 9.0 - S S.M.S.TYP. 120 17.0 12.0 120 9.0 9.0 9.0 7.2 9.0 9.0 1 TOP&BOTTOM ISO 17.0 12.0 150 9.o 9.o 9.0 5M57. 8 9.0 T.8 ------*-- WHEEL CARRIAGE-- -- � rj Nm 168 17.0 12.o 168 9.0 9.0 9.09 6.9 ------------_ ------ 180 17.0 12.0 180 9.0 9.0 9.0 .4 6.5 r 60 17.0 I2.0 60 9.0 9.0 9.0 .0 9.0 if10x3"410-HT S.S o 1 OT (�2: as 78 17.0 12.0 78 9.0 9.0 9.00 9.0 S.M.S.W/7/16"0X 5/8" z j N 96 17.o I2.o s6 9.0 9.0 9.0 .0 7.s MEDIUM&HAT NYLON 40 114 17.0 12.0 40 114 9.0 9.0 9.0 .2 6.4 rn BUSHING(TOP ONLY) a W i E 120 17.0 12.0 120 9.0 9.0 9.0 .8 6.t g N O150 17.0 I'2.0 i50 9.U 8.0_ 9.U .3 4.8 Z U rn C7 m162 17.0 12.0 162 9.0 7.4 9.0 .A 4.5 (9 w L9 Z_ >m u 60 _ 17.0 12.0 60 9.0 9.0 9.0 7.2 9.0 9.0 2 _ __. ___ -.__.__-..._ ___-___. 7 ? W am c 78 17.0 12..0 78 9.0 9.0 9.0 5 6 9_0 7.5_ N __.__- _..-- _ _____.__._ _.. _ �� G /1 _._ 9s_ 17.0 12.0 96 9.0 9.0 9.0 4..5 7.8 6.1 X MIN.SEPARATION SEE v 'n o 50 114 17.0 12.0 50 114 9.0 8_4 _ 9.0 3_8 6.6 5.1 w CHART G ON SHEET 6 y 132 17.0 12.0 132 9.0 7.3 9.0 3.3 5.7 4.4 153 1 17.0 10.5 153 8.5 6.3 9.0 4.9 3.8 60 17.0 12.0 60 -9.0 9.0 9.0 6.0 9.0 8.1 m 78 17.0 12.0 78 9.0 9.0 9.0 4.6 9.0 6.2 60 96 IT 0 12.0 60 96 9.0 8.3 9.0 3.8 6.5 5.0 120 17.0 11.1 120 9.0 6.7 9.0 3.0 5.2 4.0 144 17.0 9.4 144 7.5 5.6 8.94.3 3.4 Lu 60 l7.0 12.0 60 9.0 9.fl 9.0 'L _8.9 1"OR Z" H r 78 17.0 12.0 78 9.0 8.H 9.0 4.0 6.9 5.9 - ---- -------�} N 70 4fi 17.0 11.9 70 96 9.0 7.1 9.0 3.2 5.6 4.3 114 17-0 10.1 114 8.1 6.0 9.0 - 4.7 3.6 w / o A e w 1:45 Ifi.1 8.fi 1 .35 6.9 5.I R.Z 4.0 3.I �Z 0 SUBSTRATE - fi0 17.0 12.0 So 9.0 9.0 9.0 4.5 7.8 6.1 0 m 78 17.0 12.0 78 9.0 7.7 1 9.0 3.5 6.0 4.7 w O so 96 17.0 10.5 BO 96 R.5 6.2 9.0 - 4.9 3.8 w / 2-/ z 120 15.8 8.5 120 fi.8 5.0 8.0 - 3.9 3.0 O m z a sD 17.0 12.o so 900 8.9 9.0 4.0 7.0 5.4 TYPICAL ANCHOK/ o0 410.HT S.S m 90 78 17.0 I I.4 78 9.0 6.8 9.0 3.1 5.4 4.1 i S.M.S.NYLW/7ON / BUS 7/G O p o m 96 17.0 9.4 96 7.5 5.6 8.9 4.3 3.4 SEE CHART�N LONG NYLON BUSHING u o g a 108 t5.7 8.4 108 6.7 4.9 T.9 -- 3.9 3.0 LEFT /, -- (BOTTOM ONLY) a 60 17.0 12.0 60 9.0 R.0 9.0 3.ti 6.3 4.8 N U a I00 72 17.0 11.1 1 72 9.0 6.7 9.0 3.0 5.2 4.o G 1/4"0 x 3/4"TEK W Z = 84 17.0 9.s 84 7.7 5.7 9.0 - 4.5 3.5 2X1X1/8"OR 2x2X1/8" SCREW SEE CHARTS 1 0 B w 9615.8 8.5 96 6.8 5.0 8.0 3.9 3.o ALUMINUM TUBE CONT. FOR SPACING 48 17.0 12.O_ 48 9.0 8.3 9.0 3.8 6.5 5.0 120 60 17.0 11.1 12• �81 .0 .7 9.0 3.0 5.2 4.0 ,,,�A"••{NANp4�4 y 72 17.0 9.4 • 5 9 - 4.3 3.4 �� b • �j 8I 15.7 8.4 6. 4. 7-9 3.4 3.0 ���Q��•��N 8(_ • ��j O 48 17.0 11.9 • 489 4 9,00 07.0 WW 0 3.2 5.6 4.3 60 17.0 9.6 60 5.} 9}0 • - 4.5 3..5 ,+, V1'lPIN� P.E • F`pp�D10 ISTRA7 R 140 66 16.4 8.8 �� 7. .2 gn - 4.1 3.1 ^v PE 1559 72 15.1 R.1 72 6.5 4.8 7.7 3.7 - Ank 2 � xono 48 17.0 IU.5 48 8.5 6.2 9.0 4.9 3.8 0-F •iN neea e.� 160 60 15.8 8.5 •1600 6. 3. 5.0 8.0 3.9 0 % Z •j�Z eo�ecr 66 14.4 7.8 7 - 3.6 - •• •cv la-m 46 17.0 9.9 48 5 6 H.9 - 4.3 3.4 �NF•/.�Q..�••"•����� ""�`M0 180 60 14.t 7.6 •W0 •60 •.0• U 4 7. • -• 3.5 - 'I'$81�NA''f�fr AD13-08 200 48 15.8 8.5 •1100 w8 • S 8}0 • -• 3.9 3.0 t�g111Upfff 67 13.4 7.2 57 5. .2 - 3.3 US1 21.201 1s of 1e ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD VS SPAN AND ANCHOR SPACING DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DETAIL ITT STOP) _ DETAIL 1115 (SOTfOM) MAX. - CONCRETE CONCRETE z HAg, WOOD CONCRETE CONCRETE CONCRETE - DESIGN SHUTTER _ DfSIG SHUTTER OLOCK BLOCK SPAN N SPAN ANCHOR ANCHOR AN'CH R ANCHOR ANCHOR 5116"DIA'F1C0'ULTRACON rc LOAD INTO WOOD _ #10x3"410-Hi S.S S.M.S.W1 ANCHOR SPACING (in.) LOAD SPACING SPACING SPACING SPACING SPACING 7116'0 z 518"MEDIUM&HAT w TYPE NYLON BUSHING(TOP ONLY) `a PSF INCH 5/16"ULTRACON PSF INCH 1V+.'A/R TYPE.C/F TYPE D/E AI/Hl Dl TYPE El �,� NOTE:WHEELS AND BUSHING E'Q, EO,/ ALTERNATE LOCATIONS WITHIN 121 60 24.0 60 12.0 12.0 12.0 12.0 12.0 / / THE TRACK.(EVERY OTHER ONE). « 78 24.0 78 12.0 12.0 12.0 12.0 12.0 c 96 24.0 - 96 12.0 12.0 i'2.0 12.0 12.0 .__.#10x2"4/0-Hi (� 25 114 23.9 25 114 12.0 12.0 1 12.0 12.0 12.0 1A S.S S.M.S.TYR 132 20.6 132 12.0 12.0 1 12.0 12.0 12.0 TOP&BOTTOM 150 18.2 150 12.0 12.0 1 12.0 12.0 11.8 o ua 168 16.2 168 12.0 12.0 1 12.0 12.0 10.5 0 180 1.5.1 ISO 12.0 12.0 12.0 11.6 9.8 "EELRIAGE V om w 60 24.0 60 12.0 12.0 1 12.0_ 12.0 _12.0 1 11 T 78 '22.2 78 12.0 12.0 12.0 12.0 12.0 � U 96 18.0 96 12.0 12.0 12.0 12.0 11.5 (9 Z a w 40 114 15.2 40 114 12.0 12.0 12.0 11.4 9.7 ;? z? uaa 132 13.1 132 12.0 12.0 12.0 9.9 8.3 � N 150 11.5 150 19,.0 12.0 12.0 8.7 713 t7 z W a Z 162 10.7 162 12.0 12.0 11.3 8.0 6.8 z a W w 60 23.2 CA 12.0 12.0 12.0 12.0 12.0 �' Ir ?U 5 78 17.9 78 12.0 12.0 12.0 12.0 1 1.3 y --- -- Z 2 >n `u 9fi 14.5 9fi 12.0 12.0 12.0 10.8 9.2 -_- - V -- 7 W_ s Qy c 50 114 12.'L 50 114 1'2.0 1'2.0 I2.0 9.1 7.7 -- ---- -�-- _ -- m J �" 00 132 10.6 132 12.0 12.0 11.1 7.9 6.7 a 153 9.1 153 I I.1 12.0 9.6 fir 8 5.8 O N w 60 19.4 60 12.0 12.0 12.0 12.0 12.0 PIN,SEPARATIONS E 78 14.9 78 12.0 12.0 12.0 12.0 12.0 HART G ON SHEEI 6 o a m� 3 60 96 12.1 60 % 12.0 12.0 12.0 12.0 12.0 -- 120_ 9.7 120 12.0 12.0 12.0 11.3 10.4 144 8.1 144 12.0 12.0 12.0 9.4 8.7 " 60 16.7 60 12.0 12.0 12.0 12.0 12.0 W 78 12.8 78 12.0 12.0 12.0 1'2.0 1'2.0 y 70 96 10.4 70 96 12.0 12.0 12.0 12.0 1 11.2 3/16"0 RIVETS 114 8.8 114 12.0 12.0 12.0 10.2 9.4 #10 TEKS a 1 O.C. 17 U) 135 7.4 135 12.0 12.0 12.0 8.6 8.0 - - grv' W 60 14.6 60 12.0 12.0 12.0 12.0 1 12.0 18 f` o BO 78 11.3 80 78 12.0 12.0 12.0 12.0 12.0 '��. _ 7 O o , 96 9.I 96 12.0 12.0 12.0 10.6 9.8 '? UP F "� 120 1 7.3 120 12.0 12.0 12.0 8.5 7.8 Z fiD ]3.0 60 12.0 12.0 12.0 12.0 12.0 CONCRETE 3!16"0 RIVETS OR 0 0 a= 78 10.0 78 12.0 12.0 12.0 11.6 10.7 #10lEKS�15"OA Ir ®Q g 90 96 8.1 96 IZ.0 12.0 12.0 9.4 R. _ 11 OB O 108 7.2 108 12.0 12.0 12.0 8.4 7.7 #10x3"410-HT S.S 0 37" SEE CHARTYPICAL ANCHOR T CON LEFT Q 0 $ a 60 11.7 60 12.0 12.0 12.0 12.0 12.0 S.M.S.W/7/16"Ox 718* U I 72 1 9.8 72 12.0 12.0 12.0 11.3 10.4 LONG NYLON BUSHING 0 z 100 H4 8.4 100 84 12.0 12.0 1'2.0 9.7 8.9 (BOTTOM ONLY) ' Z Z 96 7.3 9fi I2.0 12.0 12.0 8.5 7.8 ul ' 48 12.3 48 12.0 12.0 12.0 12.0 12.0 0 i 120 60 9.8 120 60 12.0 12.0 12.0 11.3 10.4 72 R.2 • • •72• •12. 9.4 8.7G,���4• ••WA �4fff 81 7.3 • •R N •1200 le.00 •12.0 8.4 7.7 �� ��• �.. re t, 48 10.5 48 12 .0 1'.0 12.0 11.2 �� Q•' N 8 10- 60 8.A • 1 .0 9.7 H.9 VYIPINf�p��y�•�� P•L 140 66 7.7 • 14(j •66 ••12.b .0 8.8 8.1 1 FWaIo11t�fEGIS)RA1 72 7.0 72 12.0 12.0 12.0 8.1 7,5 PE Y559 2 48 9.2 48 12.0 12.0 12.0 10.6 9.8 a. • sru: .e xmm 160 60 7.4 160 60 12.0 12.0 12.0 8.5 7.8 / �F 66 6.7 • ••• 66 • I2}0•• 1x.0 11.80 7.7 7.1 •• t ��? rmucr rcr ra-axe IF 48 8.2 �0 4 l2. 12.0• •12. 9.4 8.7 �L pN• 180 60 6.6 ]2. .0 I1 7.s 7.0 ��i'cF••'•Q �.��,• 48 7.4 • .1R.f 48• •12.b• 12. 12 8.5 7.8 fffjfsS`�b(1jtA AD13-08 200 5T 6.2 4"' 57 • l2.0• ]'l.0• •10.9• 7.1 6.6 ut 11,20 Au St 21 2013 15 OP to ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • i z a o rc I r W N Z y yj f n~QE tyo 3ZZ Ia Ytj r U u Ql IdS 23ft 'xHx X O - --h ' _ -- ISZVO O nIr + X LL B 1p N O V >Y 0 3 m C N00<. 1 _._J _._ _____..__ �W y f N Z Z m O V n r !J OmLr NIW of 3yZ z-0 j00 ] r lu N� ry-�og au: _ zv 2 Z O ZW p Z F �C UN J y JJ x UW 1l Na == ^ N O OZ nw m 3b3 �y W Z w° N 6 m e xm z °3o Z W z _.___._ y J _ 03 _ KW W __ j — w IR am C FTQQ �p yq0P '03 o co 0 a3¢ _ w Lazo yAZZ 006'°„ -- 'U 2 z �3a Z a ?0W s No ci _ e� y - s i_ a �o yy ¢ xmx demes ¢p xt9 Z 0gv 0Z � ��U fm ZO� O. NQ J x2 mro W ioQ(� �nJ� W 5 F W N Q ..7/t W •y G a Y 0 .Lt t T v� ai p tD w .Lt l J O w 0 W m S rz v =1 o G F. Z 0:7U�UZ Dti Lp QKp a Qp0 0 O <Z d m h U S�U y 4 0. O m o att li ` �i o 0 o iii a Z c $�a 0' w "1Sq 3`903 p '1SIO 3903 Etiv '1SIO 3`903 LIS-1030a:31 COzi�aW V w g w NIM Z 'NINI q 0 'NIW Z NMi Z 0 W Z = z Ir p Sr W O p Q Z Z 1 W N ~ � X x W ese 6% es `,��P]II]IIIII I �;`O'W A�Q,���I, • •• • • • i ••• • �� • • • • • • • • • VVIPI31#p• P.E . •• •i• • • • • •• F� GT-, A. 2 Vy •T IOICp of •'U PL �� P• yam, PPG16� IIL'Y 1]-0."] • •�• • ••• • • ♦ OYMYq Ib ••0 i• • : i i• • •• i AD13—OB i•• • • • ••• • 180F 18 Au ust 21.2013