Loading...
WS-19-1797Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date: 08/16/2019 Parcel Number 151 NW 92ND ST, Miami Shores, FL 33150 1131010331020 Contacts Perrnitwo.: WS-08-19-'!`797 PermitTyp: windows/shutters Work CiassUicotfon., Shutters Permit Status: Atpproved Expiration: 02/ 12/2020 Randall Culp Owner GUARDIAN HURRICANE PROTECTION Contractor 15192 PRODUCTS, INC PABLO RAMOS 8771 NW 102 ST, MIAMI, FL 33178 Business: 3058057050 info@gardian-shutters.com Description: INSTALL ACCORDION SHUTTERS 9 OPENINGS Valuation: $ 3,133.20 inspection Requests: r5-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $2.85 DCA Fee $2.00 Education Surcharge $0.80 Scanning Fee $9.00 Technology Fee $4.75 Windows/Shutters Fee $140.00 Total: $211.80 Payments Date Paid Amt Paid Total Fees $211.80 Check # 30325 08/05/2019 $50.00 Check # 30388 08/16/2019 $161.80 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 AFFI��rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction zoning. Futhermore, I authorize the above named contractor to do the work stated. Owner / Applicant / Contractor / Agent Date August 16, 2019 Page 2 of 2 BUILDING Miami Shores Village C V,IV ED Building Department A 4UG) ;3 10050 N.E.2nd Avenue, Miami Shores, Florida 33138B/l Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20)-(`°5+v) Master Permit No. 1A1�'>- 06-�q `miq PERMIT APPLICATION Sub Permit No. 0�*ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: is / ly kj i of S -{7e cT City: Miami Shores County: .2�a ne Miami Dade Zip. 33 /s 0 Folio/Parcel#: //. .3/1>/• 03.3• /C1-2D Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �'O"�`'�'O AedA r- 07eZ Phone#: 3ys 3y 3 • /� 5/3 Address: /✓4f,) 9 a S T City: State: r—z- Zip: eel (S O Tenant/Lessee Name: Phone#: Email: J174a . CONTRACTOR: Company Name: ���'�'� /yu`����- Aolceh✓7 AOi�'llc� Phone#: .jD.5. �50.� Address: /fit/ 1-55 ST City: 4-A144PS State: Zip:-730� Qualifier Name: % s cv "-O"a-7-s Phone#: 305 �/8 -S8G S State Certification or Registration #: DESIGNER: Architect/Engineer: Certificate of Competency #: ne#: Address: City: State: Zip: Value of Work for this Permit: $ -:?, 133• -�10 Square/Linear Footage of Work: -2—)0 Type of Work: ❑ Addition I=I Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Sha kf-Ao 19 O,,oGn n yv, Specify color `o",-,fcolor thru tile: Submittal Fee $ /0- Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $_ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 'Cl ©Q (Revised02/24/2014) n Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name rif 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 jurisd6ction. 1 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 :ondition 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 ro 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. fr's—igna Signat OWNER or AGENT The foregoing instrument ^was acknowledged before me this S day of �J 1 `'( 20 11 , by w is personally known to me or who has produced as identification _and-Wfio did take an PUBLIC: Print: Notary Public - State of Florida Seal ;N" * '= Commission # FF 988390 '� My Comm. Expires Aug 23, 2020 OF 11 Bonded through National Notary Assn. The CONTRACTOR ng instrument was acknowledged before me this day of TJa Li 20 % `i by /fio s'- 0 20 -row' who is personally known to me or who has produced�� identification and why idd take an Print: Notary Public - State of Florida as My Comm. Expires Aug 23. 2020 Bonded through National Notary Assn. rrrrsrrssrrsrrrrrrss=rrrssssrrrrrs*ssrssrrsssssrssrrsrrrrrrsrsssrssrssssssrsssssssr*sssrssrrs*sssssrsss*rssr APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk - RAMMS ENGINEERING, INC. t 'N. .) 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017,,� ``";' Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND -OADS IN PSF. Kd = .85 FOR 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY-2 Bi_DG Height (Maximum) Effective Wind Area (or, Tributary Area). in Square Feet:, 10 20 30 40 56,71 7760 1.00 0.95 0.92 0.89 ,%0.88--, ``., r0.86 15 40.4 38.5 37.5 36.7 �36.1"\ ` 35.7 20 42.7 40.8 39.7 38.9 �--,,38,3,';` 37.8 25 44.6 42.6 41.5 40.6 40: 0 39.4 30 46.5 44.4 43.2 42.3( '71,4i1.7 41.1 40 49.4 47.2 45.9 44.0\ \, ,-,/4,4.2 43.6 50 51.8 49.4 48.1 /,47.1 '` -" 46.4 45.7 60 53.7 1 51.2 1 49.8 -,48,8" r 48.1 1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mphAirtr# Zone CATEGORY 2 BLDG Height (Maximum) Effective Wind Areaf(or;,Tribu)ary Area) in Square Feet 10 20 �.3Q/ 40 50 60 -1.10 -1.05 ,,-- , '`-1.b2 /' -0.99 -0.98 -0.96 15 -43.8 -42.0',' � V -40.2 -39.6 -39.1 20 -46.4 -44F4 "-, ;--43�3 -42.5 -41.9 -41.4 25 -48.4 -46.4 ' %.., -45.2 -44.4 -43.8 -43.2 30 -50.5 /,,#48.4 '`$ -47.2 -46.3 -45.6 -45.1 40 -53.6 V -51'4 -50.1 -49.1 -48.4 -47.8 50 -56.2 ' ,,,-53,.8/ -52.5 -51.5 1 -50.7 -50.1 60 -58. Z--.j__ =55,8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Waft)_,Negative Pressures Exposure C For th ./ 175 mph Wind Zone CATEGORY 2 BLDG Height Maximum - Effective Wind Area (or, Tributary Area) in Square Feet 1.0 20 30 40 50 60 '- - ,do -1.29 -1.23 -1.19 -1.15 -1.13 -54.1 -50.4 -48.3 -46.8 -45.6 -44.7 25 �° -57.2 153.4 -51.1 -49.5 -48.3 -47.3 ` -59.8 - -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 ;/ �� 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet)_ HESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART 11THOUT WR=TTEN PERMISSION BY RANM ENGINEERING. ALSO, THESE of- ABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY1.OBERT MONSOUR. 1 1.y : 20-L41 u 0 5 2019 6orbo)rcq ll Gr+neZ Kam'l 5hOrc-uY, �L, 33 Isb Varn, Shires Village ...... BY DATE • 'CN!N1G DFPF .. IC Ri DG DEFT vJ 3 JECT 10 CGtiIPUANCE WI FH ALL FEUERAL tiTATE AN,) C( I.jN i'( HL,L_S AND REGULATIONS . . .. . 5/21 F2019 Florida Building Code Online BCIS Home I Log In i Log In 1 User Registration I Hot Topics Florida Product Approval C USER: Public User r Product Approval Menu > Application Detail • FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Submit Surcharge > Stats &Facts • • Publications • • • • i Contact Us • ••• • • • BCIS Site Map Links Search • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • •• ••• •• FL17558-R1 ' " ' ' ' ' ' " ' Affirmation •• ' • ' • • • • ' ' ' ' ' ••• •• ' ' 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 2017 Approved Guardian Hurricane Protection Products 760 West 27th St Hialeah, FL 33010 (305)805-7050 GUARDIANSH UTTERS@AOL. COM Yiping Wang mcy@mcyengineering.com Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Yiping Wang PE-55983 12/31/2019 Sifu Zhou, P.E. Validation Checklist - Hardcopy Received FL17558 R1 COI Certificate of Independence - GSS-1 GHPP SS .p_df Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code f 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. https://www.floridabuiIding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYdg2pQ%2fXXJp%2bfie3CN8NvNOQZ%2bk58°/a2f%2fsLB9geNUEU3g%3d... 1 /2 5/21/2019 Florida Building Code Online Documentation from approved Evaluation or Validation Entity Yes No .l�. . . i i • �. • • ••• • • • • ••• FL17558 R1 COC FBC 2017 Affirmation Letter -SS pdf Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summar f�of Products Method 1 Opji% D. .' . V a .' • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • • • 11/08/2017 • • • • • • • • •• 11/08/2017 • • • • • • • • • • • • 11/15/2017 • • • • • ' • ' ' • ••• • • • • •• • •• • • • • • ••• •• FL # I Model, Number or Name Description 17558.1 GSS-1 Genesis Accordion Shutter System - LMI Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17558 RI II AD15-12 02 26 15 SS pdf Approved for use outside HVHZ: Yes Verified By: Yiping 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 FL17558 R1 AE Evaluation Report -GHPP SS .pdf ANCHOR TYPE VS. DESIGN LOADS, REFER TO INSTALLATION Created by Independent Third Party: Yes DRAWINGS 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 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: ® eLhEck M Credit Card Safe sectlrrtymFTRICS' https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvYdg2pQ%2fXXJp%2bfie3CN8NvNOQZ%2bk58%2f%2fsLB9geNUEU3g%3d... 2/2 GENERAL NOTES: TYPICAL ANCHORS: (SEE CHARTS FOR ANCHOR SPACING) 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE TYPE 2014 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). A. 114' DIA. TAPCON BY ITW BUILDEX (Fu = 120 KSI, Fy = 92 KSI) i i INTO CONCRETE fc'=3000 PSI S - a 2. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy=31.0 KSI UNLESS IT IS SPECIFIED. 1-3/4" MIN. EMBED 2-112" MIN. EDGE DISTANCE 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE TYPE Al. INTO CONCRETE BLOCK TYPE A2. INTO WOOD BEYOND WALL DRESSING OR STUCCO. 1-1/4" MIN. EMBED 1-112" MIN. EMBED 4. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 2-1/2" MIN. EDGE DISTANCE 2-1/2" MIN. EDGE DISTANCE i 5. WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE, G = 0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO TYPE B. 114`20 CALK -IN BY'POWERS' FASTENERS -• INTO CONCRETE fc=3000 PSI THE STRUCTURE. ' 718" MIN. EMBED c 6. ALL ALUMINUM BLIND RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 3" MIN. EDGE DISTANCE o.n- BOLTS TO BE GALVANIZED OR STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH. TYPE 81. INTO CONCRETE BLOCK7. 718" MIN. EMBED y 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE 3' MIN. EDGE DISTANCE N C WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE TYPE C. 114" CRETE-FLEX SS4 MASONRY ANCHOR BY "ELCO" U N ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. INTO CONCRETE fc'=3000 PSI I1 ? W m 3/4" MIN. EMBED F c> 9. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHOULD BE PLACED ON THE EXPOSED SURFACE OF THE 2 1/2" MIN. EDGE DISTANCE Z F < CENTERMATE BLADE (COMPONENT 10) UNDER LOCK. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. TYPE Cl. INTO CONCRETE BLOCK E7 w LABEL SHALL READ AS FOLLOWS: 1 1/4" MIN. EMBED W Z E GUARDIAN HURRICANE PROTECTION PRODUCTS, INC. 2 112" MIN. EDGE DISTANCE Z aFi _ 0 760 WEST 27TH STREET, HIALEAH, FL 33010 TYPE D. 1/4" DIA. ULTRACON BY ELCO (Fu = 177 KSI, Fy = 155 KSI) (fi 0 MISSILE LEVEL D - ASTM E1886, E1996 8 E330 INTO CONCRETE fc=3000 PSI Z N ¢ a, c TAS-201, TAS-202, AND TAS-203. 1-314" MIN. EMBED a� } 10. (a) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY THIS ENGINEER IS GENERIC. 2-1/2' MIN. EDGE DISTANCE < V i 4 u TYPE Dt. INTO CONCRETE BLOCK TYPE DZ. INTO WOOD u (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS 1-1/4' MIN. EMBED 1-1/2" MIN. EMBED o a 3 PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON 2-1/2" MIN. EDGE DISTANCE 2-1/2" MIN. EDGE DISTANCE m THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. TYPE E. 1/4" DIA. TAPPERS BY "POWERS" U Z_ INTO CONCRETE fc' = 3000 PSI (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. 1-3/4" MIN. EMBED w uj (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 2-1/2' MIN. EDGE DISTANCE N j BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE TYPE E I INTO CONCRETE BLOCK TYPE E2. INTO WOOD n P.A.D. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE P.A.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE 1-1/4" MIN. EMBED 1-1/2" MIN. EMBED `�D'DD46Oi V9E W a SITE SPECIFIC DRAWINGS FOR REVIEW. 2" MIN. EDGE DISTANCE 2" MIN. EDGE DISTANCE �a.e: �i nnaE eIAI- cr`-.T 7 Z (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT TYPE F. 1/4" - 20'ALL POINTS" SOLID - SET ANCHORS E11 a PREPARED IT. INTO CONCRETE fc' = 3000 PSI couDDR»s Devure.`s,HER eD Z U 7/8" MIN. EMBED sED„o'•f`Ili • esa 0 O n LL o 11.HEAD 8 SILL MAY BE INTERCHANGED WHERE NOTED IN MOUNTING SECTIONS TO FIT FIELD CONDITIONS. 3" MIN. EDGE DISTANCE w oI ms Ry cT.n ED � r`,„��" � a � o • 12.WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS VARY,FIELD VERIFY THAT FASTENERS ARE TYPE F7. INTO CONCRETE BLOCK INTO MIN. EMBED • js M— oo„ •DDcuueYr • • • 0 w U Z INTO ADEQUATE WOOD FRAMING MENBERS,NOT PLYWOOD,FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE 01111 A Q ¢ U $xa • PIECES. 3" MIN. EDGE DISTANCE %wDocusa• • •e E1EDM^' li"lie"e9• � • • • • • TYPE G 1/4' DIA. LAG SCREWS (Fy = 60 KSI) • w LU 13. ULTIMATE LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS INTO WOOD STRUCTURAL • •oK[dYn�d`e .:�oRio.aEcreAeJ W = • • DOCUMENT. THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS. 1-1/2" MIN. THREADED EMBED •° F' �E w E�i� ` V, Z Q • • • • • • • NOTES: 1-1/2'MIN. EDGE DISTANCE � • a •sale EDR rue •DRER use of o WHEN EDGE DISTANCE EQUAL OR GREATER THAN 2" AND LESS THAN TYPE H. 5/i6' DIA. ULTRACON BY ELCO (Fu = 177 KSI, Fy = 155 KSI) •T -D- •••• e r su.0 eEe. T� Q ••• • • • MIN. EDGE DISTANCE SPECIFIED ABOVE, THE ANCHOR SPACE IN INTO WOOD STRUCTURE • •> XW=Leu"�ci�E`T WDDR6 • C9 • • • • ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWING 1-112" MIN. EMBED •TunTPR•AeED r • • FLAA tt REDUCTION FACTOR: ANCHOR TYPE A. 8 Al: REDUCTION FACTOR = 0.80 ANCHOR TYPE 8 8 Bl' REDUCTION FACTOR 1-518" MIN. EDGE DISTANCE • �p4 �,E. �� •#5 '1 �0- 1765� • • • o.re -za-�s = 0.67 ANCHOR TYPE C 8 Cl: REDUCTION �„1♦` 3 • FACTOR = 0.80 • NO • • 7 • ANCHOR TYPE E: REDUCTION FACTOR = 0.80# f� # ' ANCHOR TYPE F: REDUCTION FACTOR = 0.6767 PLEASE NOTE THIS INSTALLATION ARE ONLY VALID FOR THE RESULTING ANCHOR SPACE EQUAL . • � C�jy./ •� I„ �,� �� ` ^xT DDy,y�� DRIn RD. • • • OR GREATER THAN 3'. REDUCTION ' F R��+ '••....... AD15--12 FACTOR MULTIPLY DESIGN LOAD ON SHEET 5 THRU SHEET 16, •, yi s - �� .0 O ''� �(i �� HAS TO BE GREATER THAN PROJECT DESIGN LOAD. `_- ti'. ��4FSSIONP 1.840" 1.375" -- o 2.420" _o 0.095" 3.421" 3.000" N 1.841" oo N 1.606' 1� e _ 0.050'• OPTIONAL � o-_- - 0 0.050" 0.050" o N1- OPTIONAL ___- _ 1.456- CNFC100-016063-T6 STANDARD CEILING TRACK NFC 100-02 6063-T6 2 OPTIONAL NFC700-03 6063-T6 ��NFC100-046063-T6 STANDARD ADJ. TOP SILL �NFC100-056063-T6 STANDARD ADJ. BOT. SILL STANDARD WALL TRACKNDARD 1" 8 2" BUILD OUT m iv 1.529" o iv o 0 o �" 4.298"0.0504.802" 2.455' o 0.610" p 1.168" 1.875" 0.062 �p 7pp� 0.211"2 3.526" ( NFC700-07 6063-T6 f�=n.v k:; fu=bBS kai NFC700-06 6063-T6 6 160°STARTER NFC100-08 6063-T6 o TREN��TRACK /� NFC 10011FR -T6 OPTIONAL NFC100-106063-T6 STANDARD TRACK (S.T.) WALK OVER TRACK STANDARD TRACK (S.T.) CENT�J-ER 1v1gTE OPTION 1 0 i? =#0 1 "x1' Alum. Angle 6063- 11 o 1.908" 1.375" 2.488" 0.138" - - STANDARD TRACK (S.T.)cli C3" 5" 1/16'THK. Alum. Angle TO 5= OPTIONALI"m @ NFC100-11 6005-T5 HEAVY DUTY CEILING TRACK OPTIONAL �2" NFC 100-12 6005-T5 HEAVY DUTY WALL TRACK • 0.1263-T6 • • • • • `- •+• 0.258" 2.00 " • •�• • • • 1 •001 x1/8"THK. Alum. Angle 126063-T6 { 2.091" T- 2.095" 0.51 2.081" 0.0600 go 0.287' 0.613" HO.O65-' 0. 2' ••••• rn - - 0.080" 0 �+. N, �\ ALUMINUM TUBE 00000 • i 2 1 6063-T6 • i .709" 1.000" o _ o _ 1 2.850' 2.594" 1.708 2.273" 1X2X1/8"; 2X2X1/8'; 2X3X718"; 2X5X1/8"; ���in� �F N'� •1 [.,n�# el 4gji0N 2X5X1/4'; 2X6X7/8' .� 1w •"'.. 4.190' V A.% b ' NFC100-136063-T6 HEAVY DUTY ADJ. TOP SILL NFC100.146063-T6 �HEAW DUTY ADJ. BOT. SILL �� T-11963 / 6063-TB UNIBOX CENTER MATE# OPTION 2 �� // 6,0M1,3-T6 ��UNTIO CENTER MATE OPTION 3 N0 • •i • 1, 7� # .•j Z(/ SSIONP���� WIT (MATE CE MATES os7s" o.s7s" 0.875" 1.320" -- � I 0.318" O 0.375.' — a�{ 18„ HITCH PIN 14 o I0.875" o 19 PUSH LOCK 0.875" EGRESS PUSH LO PUSH LOCK W / HANDLELOCK W /HANDLE J gIALUM. LOCKING PIN �J �N 00 F 0 A� U a r� m 0 U m C N m > (� f U z n G z0.250-1 N Q ] o W z o W 0 F z U n �e C z_� } J O C V 0 N U OQ ; ms a w Z W — r > U U7 � W O W � a = O z U ¢fin O w N •••• O O `LLc • • o cr ^rm • • •••• U w'+��• • • • U z oa— •• • •• • Q U ex d:• • • • to •••••• •• • (n •••• • Z U z •••• • •••••• • ••• U U • •t E.age I , FLli� S . CAss 3 n.%5VQ7 i wage• 0 • • * •, 4 e • ! % �ezr H 6we ALL LOCKS MADE BY ALL POINTS :F� 0 ,t AD1 —12 �G ��'oFS310NP�,��`� s oe is February 271h, 2015 WITH UNI-BOX CENTER MATES 0.810" 0 I � 0 rn 22 THUMB SCREW 27 TURN LOCK in1 EGRESS TURN LOCK EGRESS TURN LOCK � OPTION 1 WITH HANDLE OPTION 2 WITHOUT HANDLE 30 #10 SCREW ST/ST (Fu = 184 KSI, Fy = 169 KSI) MAX. SHUTTER SPAN(L) ALLOWABLE DESIGN LOAD POSITIVE NEGATIVE IN PSF PSF <=52 150 200 60 150 200 66 134 178 72 122 158 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 60 150 53 55 156 46 50 162 40 45 168 33 38 174 28 32 180 25 25 INSTRUCTION: STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON APPLICABLE ASCE 7 STANDARD. 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. w rvcicni cticNnas \ ^^ L G V .l . 1 T Y. CENTER MATE OPTION 1 SECTION W / STARTER AT ENDS �J CENTER MATE OPTION 2 \ ' THRU(I1 29 J I L L n L 1J A 7 V a i } L �z J� Z CL 22 u D- U) o II I o 0 +1Lo I +I NOTES: CENTER MATE OPTION 3 — SEE NOTES 2 19 20 ' 94 23 •••• 27 28 •••• • THRU 1) LOCK SHALL BE LOCATED WITHIN 18- OF MID -SPAN; 2) FOR SHUTTER SPAN >_ 12 FT USE LOCKS (2) AT 113 SPAN; 3) LOCK 22 AND 14 SED FOR STANDARD TRACK ONLY. TYPICAL ELEVATION 4) LOCK 14 SED BE SHUTTER ED WHEN LOCKSPAN © R@)ARONLY. 5) LOCK 2 MUST BE USED WHEN LOCKS 7 OR 8 RE USED STANDARD TRACK ON SHUTTER SPANS GREATER THAN 144". 6) LOCK PIN©9 USED WITH©IS OPTIONAL EXCEPT ON SHUTTER SPAN GREATER THAN 144". s a w Z w — r Jyj CO 0 W Z = O r z w �mn 0000 0 0 LL o • w aim •• • Q Q p U • • • z • w = • • 5 ••• 0 •• • ' L## 175i • . gjJON ��� • 7 , * • Do* LU •'!�' 0 • AD15-12' • Z" 9- M IAX. - y 12 (2"x 3"x 118" THKALUM. THRU % i TUBE) - o �N. Q_ ED DI T. 1" 1" (7) ANCHOR Tj'PE AORTYPE B U Q o v Ul O c N o v " W rn LU H o o � NX�XX3"X 1/4-ALUM Z U) LE B" L G O O O O Q EACH E H Z y 0 0 Z r a W E ELLLLII �LZ / U vF \ J Z z 6m m` 111 W a a.9 C . CHART T ! 0 THRU �� u au" N U 8 "---� ✓3" o ¢ u 3 TUBE SIZE / ms s W SEE CHART ELEVATION OPTION 2 Z Q F } UT ~ C SUBSTRATE w o of a W rn Z p H tz Z U wo_ E; SUBSTRATE w EXISTING GLASS ••• p Ui , p� W r m oai F TYPICAL ANCHORS _ • • w N T: • @ 24" O.C. TY P. p • • • U Z 3 a — #10 TEK SCREW fi — • 12 • • AT 24" O.C. +�� • •— + • 6 W Z 2 • • • • • • W • W • 10 ••• LU \ • • • 1� p iO • (2"x 5"x 118" THK �iLUM. 7 •••• ••• TUBE) ¢ co c, +• • 12 • • • I 90 DEGREE SHUTTER OPTION • • • • • • SHUTTER WIDTH t0- INN �I� ,"sob&• • n • • :* MAX.92-3/4" J Ne •AD15-12 ELEVATION OPTION 1 ',� �+ ��,% 1831lk s oe I6 February 27th. 2015 w W S U W 8 w Z a W S DESIGN LOAD FOR INTERMEDIATE ALUMINUM TUBE SHUTTER WIDTH (IN. TUBE px5'x1/6" TUBE 2'x6'x 1/6' TYPE 2'x5'x 1/4" 92.75 - 65 PSF 70 PSF 64 52 PSF 70 PSF 70 PSF 77 60 PSF 70 PSF ]0 PSF00 ®®®tea® ®®®®e® ®®®®®e® ®®®®use TYPICAL ANCHOR SEE CHART ON LEFT tt fix; N / 0 w , / O SUB o j w 1T � MI L7 L L CARRIAGE g /0 x 3"410-HT S.S S.M.S. 30 7 / 16"Ox 518" DIUM & HAT NYLON SHING (TOP ONLY) ///_ r1 #1 Ox2' 410-HT S.S S.M.S LJ TYP. TOP & BOTTOM ATE/ 30 J. SEPARATION SEE CHART G BELOW 1B w y .SUBSTRATE,/ !w 1�xz TYPICAL ANCHOR J � SEE CHART ON LEFT / CHART C,' MIN. GLASS SEPARATION CHART SHUTTER SPAN SPAN 160. 60'<SPAN S 80' M3/, W0 SPAN 9120' 12W <SPAN S lU' 1,14' < SPAN S 168' 4" i68-<SPAN 5180" 4y" #10x3" 410-HT S.S 30 S.M.S. W/ 7 / 16"Ox 7 / 8" • LONG NYLON BUSHING, • (BOTTOM ONLY) •. • •••• Ns ­ IG/ 10 o�o V oa 0Z n6: Z a aD o W 1r E Won? U Z z u W N <m C o< m� 3 wZ w W� w � a �Z = o� Z o w w Nm� .. 0 �LLo • p a ism ••wa U w N�R •• •• U acc Z 3:< =o • . Z= w Z < .. .. .•• �, � m .• .. (0 • rL#17, I.Erj ji �.� ••• • %, • L, niss I ••. w•• ;�wy� •AD15-12 ,���` 6 OF 16 SHUTTER ' SHUTTER :. CONCRETE CONCR E ®®®®® ®®®®® ®®®ate® ®�®■tea® TYPICAL ANCHOR SEE/ CHART ON LEST H m z o w c� 0 w r cn J �01 � #10x3" 410-HT S.S)BOTTO _ / S.M.S. W/ 7 / 16"Ox 5 / 8" / MEDIUM & HAT NYLON �USH ING (TOP ONLY) N m 3#10x2TOP 8Ty WHEEL CARRIAGE MIN. SEPARATION CHART G ON SHE TYPICAL / ANCHOR SEE CHART ON LEFT 91 u 1. �m m 0 ON � ? N mr r U a a� SEE ET 6 uj C1J\ W 7 W 0 u Q Z N Z W N a� c w } Nm m � O 3� X �¢ 3 a� 7 Lz w r N U� Lu 0 w 0 �CL a —O OQ w 0 w 2 ir------- o 0 J o LL • a N w _. ••• • ••• L) Z gag •- #10x3" 410r-t,T S.S: • • rq U S s a • S-M.S. W/ 7 / 16"0x 7 / 8" • • 4V • LONGN1kbM11191IING •• Z :D •• •• x (BOTTOI`4@W*o•Lu • zQ • • •• •• .... .. •- •`�yf'L#17558 ••• J'ON DM• i ;;47 * • ••• PL •�O--aaLU=WIR 1* •• • AD 15 -N1 • ��'�q,?SION►`, %% 7 OF 16 MAX. LOAD SPAN - UETAII. _. _._ 2T .............. (TOP) NAX. UrsrcN 1.0.") ....�... SHI�TTF.R �P�}'\ .�„All I., .,rAN A%n AlUMIK neau x, CHARI DET; 2D (13(1TT0AO CONCRETE CONCRETE WOOF STRUCTPR r CO CRETE HI.(KN COCCRFTf: HL(xK CRFT C(l,\CItfTF . µ00O STRLCTIiR FHL(xh CONCRETE CO\CRETF.SHUTER HI"ncN ANCH(Ht sPAciNc .1\CHOH a in. ) (in.) A\(H(IR sOn.) 4SCHOR spin. ) (in.) A,\('HOSt (i n_) s0n- �1111111-11-,Rl'l (in.) 1CCHOR sP•10ENc , , ANCHOR sP1cr> (in.) ANCHOR sPAcrac (In.) ANCHOR sP.AcrN'c (in.) ESE INCH TYPE TYPE A; H,''c/F TYPE E TYPE TYPE A2i112iF2 A; T}'pF At,HI/Illi el T1'PF C I;'F I NSF INCH T}T'F n; H;Y; F Tl'PF, E TYPF: A'1,'f12; F2 /c TYPE AIiHIi )l' FI T}PF c1,'F 1 25 UO 12.0 12.0 12.0 12.0 12.0 25 60 11 12.0 12.0 12.0 12.0 i8 12.0 12.0 12.0 11.:1 12.0 78 12.0 12.0 12.0 96 12. 0 12.0 12.0 9. 1 12.0 96 12. 1 1 1 12. 0 12.0 12.0 7. 7 12.0 l l4 1'L. 132 12. 0 12. 0 12. 0 6,7 11.6 13.2 12. 150 12. 0 12.0 12.0 5. 9 10. 150 l2. U 10. i 12. 0 1.8 R. A 168 I2. 0 11.6. 12. 0 2 180 12.0 10.8 I f2.O 4.9 N.5 INO 12.0 F.9 12.0 -I.O i.0 10 60 12. 0 12.0 12. 0 9. 1 12" 0 10 UO 12. 0 l'L. 0 12. 0 7. 5 12. 0 78 12.0 12.0 12.0 7.0 12.0 7R 12.0 12.0 12.0 5.8 10.1 96 12.0 12.0 12.0 5.7 9.9 t" 12.0 tU.4 12.0 -1.7 8.2 I I.1 12.0 10. 7 I Z. 0 it 8 13 -1 1 14 I L 9 8. 8 12.0 4. 0 6. 9 I32 12.0 9. 2 1'L. 0 1.2 7. 2 132 10. 3 7.6 12. 0 3. 1 a. 9 Iall IL0 A.1 12.0 ;3.7 6.-1 150 9.0 13.i 10.7 3.0 5.2 162 10. 2 7.5 12. 0 3. "1 5.9 162 F. 1 6.2 9.9 R 50 UO I2.0 12.0 12.0 7.3 12.0 30 60 LL.O 12.0 12.0 .0 69.8 10.5 78 12.0 IP.O 12.0 5.6 78 12.0 10.3 1' 1.6 8.0 96 I2. 0 10. I 12.0 1. 6 7. 9 96 1 1. (3 8. 3 12. 0 3. A 6. 5 1 1 1 11. 6 8. 5 12. 0 3. 9 6. 7 111 9. 5 9. 0 11. 3 3. 2 5. 5 132 10. 0 -,A I I. 9 ;3. 3 5. 8 132 8. 2 6, 1 9. 8 - .I, A 153 F.6 6. 1 10.2 - 5.0 153 7.1 5.2 N.1I - I.I GO 60 12.0 12.0F12 6. 1 10.6 60 UO 12. 0 It. 1 12. 0 5. 0 8. 7 i8 12.0 10.4 1.7 N.I 7R L1.6 sr 12.0 19 R7 9ti II.5 8.1 3.8 6.6 96 9.4 7.0 11.2 3.1 5.4In 9. 2 6.8 34 0 120 7. 5 5.6 8. 9 I7. 6 5w 6 - i.G 7. 5 3. ti 70 60 12.0 11.6 12.0 5.2 60 12.0 9.O 12.0 •1.3 7.5 7A l2. 0 A. 9 12. 0 L 0 78 9. 9 7. 3 11. 8 3. 3 5, 7 96 9.8 7. Z II.6 3. 370 175J 96 8. 1 6.0 9. 6 - 4. 7 111 fi. 8 5. 0 8. 1 3. 9 0 5. I R:3 - 135 5. 7 1. Z 6.860 NO I20 10I 12.0 4. G R0 60 1 I. 3 8. 3 I'L. 0 3, R 6. 5 78 10. U 7. F 12. 0 3. 5 6. I 7A 8. 7 6. 4 10. :1 - 5" 0 9" 8. 6 6.:1 10. 2 - 5.0 96 7. I 5. 2 R. 120 e.s 5.1 8.2 1"o f20 5.7 1.2 6.7 3.3 90 ti0 9.0 12.0 -I.I 7.1 90 60 10.1 7.4 11.9 :1.3 5.8 78 6. 9 11. 1 3. 1 5, 1 78 7. 7 5. 7 9. 2 - :1, 5 96 5. 6 9. l - 4. 1 96 ti. 3 1, t3 7. 5 - 3. 6 ION M7.4 5. 0 8. 1 - 3.9 108 5. 6 1. I 6.6 - 3. 2 too 60 A. 1 12.0 3. 7 6. 1 60 9.0 6. 7 10. 7 3. 0 5 9 72 6.8 I(I.9 3.0 5.:3 72 7.5 5.6 F.9 - 4.d 881 5. 8 9. 3 - 4.5100 N•1 U. 5 4. F - ;1. 7 9ti 5.1 8.2 - 10 96 5.7 -1.2 1 6.7 3.3 120 48 11.5 8.1 12.0 3.8 6.6 120 18 9. 1 7.0 11.2 3. 1 5.4 9. z e. A o. 9 3. 0 5. 3 60 i. 5 5. ti F. 9 - I.I 72 72 T. 6 5. 0 9. 1 - 4.1 72 64 3 1.6 81 6.8 5.0 F.1 - 3.9 81 5.6 I.1 U.ti 3.2 1 10 Is 9.8 7.2 11.6 3.3 5.7 1 10 48 R.I 6.0 9.6 1.7 60 Z9 6.A 9.3 -1.5 60 6. 5 4. 83. i rifi 7. I 5. 3 R. 5 - 1. 1 66 :5. 9 -1. 3 7. 0 72 ti. 5 4. 8 7. 8 - 3.8 72 5. d d. 0 6. 1 160 48 8. G 6. a 10. 2 - 5.0 160 48 7. 1 5.2 60 6.9 5. 1 8. 'L - 1. 0 60 5. 7 1. 2 6. 7 3.3 66 6. 2 1.6 7. 4 - :1 fi 66 5. 1 33 R 6. 1 180 48 7.6 5.6 9.! - L-I INO I8 6.3 -I�5� 61306. 1 1..5 7, 2 - :S5 60 5I6 6.9 5.I fi. '2 - 1.0 200 "57 5.8 .1369 TYPICAL ANCHOR SEE CHART ON LEFT / U o ' Lu �WO�+1 j� 2TH1 J O #10x3" 410-HT S.S S S.M.S. W/ 7 / 16"Ox 5 / 8" MEDIUM & HAT NYLON BUSHING (TOP ONLY) N 3 #10x2" 410-HT S.S S.M.S. TYP. ��f Itl TOP & BOTTOM CARRIAGE MIN. SEPARATION SEE CHART G ON SHEET 6 z o UBSTRATE� �W W j j. TYPICAL // 7�/ ANCHOR SEE CHART ON LEFT c F U 7_.J 6 J W z E 7 z 0 z a Z z `v N a� W J NM m D U s� = f �: ID Q ••• F U � • • • • • • • • • • C, • • • • W O • • • Of • ••• • • z v•••• z U ERR LLI F N .ar • i a•••••• o • ••• O O It4E •• •• UO W CAB • z •••••• • Q Q S 1 L U #10x3" 410-yT S.S • • En w 0000 of S.M.S. W/ 7 / 16"Ox 7 18" •••••• LONG NYL(A1 BU•4MIVG • z III z (BOTTOM ONit i) • • • • O 7 • • a • o • • • • •••• n Q O � u1u� FLT755E3 1J0 RnRx �s- .p� %�1 OF 2 ' nRI- uu. a 8 of 16 ®®®®®® ®®®®® MEMOS ®MOMS ®®® ®®®®®®® ®®®®®® ®®®®®®® ®®®®®® EDGE DIST. TYPICAL ANCHOR SEE CHART ON LEFT a 2. �EQ. EQ / // 2. SUBSTRATE i #10x2" 410-HT —S.S S.M.S. TYP. WHEEL CARRIAGE 1 TOP & BOTTOM 77 #10x3" 410-HT S.S � S.M.S. W/ 7 / 16"Ox 5 / 8" ( m a MEDIUM & HAT NYLON o J 0 BUSHING (TOP ONLY) " c Z U 6 c MIN. SEPARATION SEE �m r w CHART G ON SHEET 6 fL— z z j 6 a 7 � W Z w o 3T 3 B TOP & BOTTOM W z ZZ� W N am c < - — U 3� r #10x3" 410-HT S.S s S.M.S. W/ 7 / 16"Ox 7 / 8" o R LONG NYLON BUSHING 's ; •••• (BOTTOM ONLY) Lj • •••• z ••• •• /16"0 RIVETS OR • - vS • 0TEKS@6"O.C.� d 41 • ••••• > • n • -•- '- • • • 0 ••• •• rn d •••••• • Lu F- a • • o w = 000 • • ' / r,Z !0000 o • • • • _ • EQ. EQ. Cw7F n 3/16" 8 kWiTiS•OR �I • • • z c~ • • — TEKS @ 6" O.C. 0 ^• • y • • 0 • w im `-� r • • • • ELuj • • 0 z 3�_ • CONCRETE • • • • • a < i a TYPICAL ANCHOR <_� • • of • SEE CHART ON LEFT • • • • v� j • • • • • ..... w w = • _ MIN. • 0 • z ••• •• EDGE DIST •7 + • : • • • o • • .... U) AD15-12 9 OF IB . �11AA. DF.S L(\ L0,1U SHL:TTFR SPA\ DP,1An. )R UtoTrolu 11AX. DesrcN L(I,gU SHLTTf_li SPA\' urTnn. �{ (HOTTo1u C(1VCItFTF ((l,K RCTF Cb,1CRGTF C.U\CRF,TH DI.(x.K CO\CRPTf. HI.IICK CO\fRCTF. COiCRF7 r. CO\fRETf. CO\CRETG BLOCK ('(1\CRF.TF BLOCK ANCHOR SI'1Cl S(. (uIJ 1\CHOIt SI h(iF4 (m.) :1,CGH012 SPACt\C (In) h1CHOR SP.1CT\C (in.) A\f.HOR tiPACL\G (inJ AACHOft SP1U\G (In.) 1CCHOR iP\('1\G (in.) 1\L.HOR SP:1CI\6 iin.) ANCHOR 9P4l iCf, (u,J ANCHOR SP1CT�CG (In.) PSP INCH TSI'H A/Il TYPG C�'F T1'PF 11iP. Tl'PF nl,nl�Dl 1YPC 61 I'SF i\CH TIP[; A;R T1PC: CiF TYPL DiF TSPC nvnl;Dl T1TF Iil ,?:; (i0 17.0 I i.0 17.0 17.0 17.0 l0 GO IS.O 15. 0 15.0 I5. 0 15. 0 78 17.0 17.0 Ii.0 17.0 Ii.O iR I5.0 15.0 I:>.0 I:i.O IS.O y6 17.0 17.0 17.0 17.0 17.0 96 I5.0 l 0 15.0 IS.O IS.O Ila 17.0 17.0 17.0 16.7 11. (i 111 I5.0 I5.0 I5.0 I5.0 t5.0 132 17.0 Ii.O Izo L1.S 12.6 13'2 IS.O t5.0 15.0 15.0 13.0 ISO 17.0 17.0 17.0 12.7 Il.l ISO IS.O 16.D 15.0 la.a 12.0 168 17. 0 17.0 I U. 5 I l. a y. 9 168 15. 0 16. 0 15. 0 12. 8 10. 7 IRo 17.0 17.o IS.a 10.6 IRo Is.o IS.o -TT.o Iz.o lo.o a0 ti0 17. 0 17. 0 17. 0 17. 0 17.0 a0 60 15. 0 15. 0 I5. 0 I:i. 0 I5. 0 78 17. 0 17.0 I Z O I:i.:3 78 11).0 15. 0 1:5. 0 15. 0 I I. -1 y6 17.0 Ii.O 17.0 12.-I IO.y 96 I5.0 tS.O IS.O II.O II.7 11a Ii.O 17.0 IS.2 10.5 -90 9.1 -79 Ila I5.0 15.0 I5.0 ILR 9.9 132 15.3 17.0 1:3.1 t32 IS.O IS.O 1�1.2 10.2 ISo 13.5 17.0 IL6 7.9 7.0 150 la.a -7,0 12.5 9.0 7. :> I Ii2 1'2. 6 17. 0 10. 7 7. d 6. •1 I tit 1:1. 3 I b. 0 L I . (i 8. ;3 6. 9 50 60 l7. 0 17. 11 17. U 15. 9 13. 9 .SD 60 15. U 15. 0 15. 0 15. 0 l5. 0 76 17.0 Ii.O 12.2 10.7 i8 15.0 15.0 IS.O 13.R IL:i 96 IG.A 17.0 �170 19.9 R.i 96 I5.0 I5.0 L:5.0 11.2 9.I Ila 1a.2 17.0 2 8.Ii.a II-1 15.0 15.0 13.1 9.a i.9192 12.2 17.0 5 7.2 ti.3 I;i2 13.1 IS.O -I1.3 8.2 1i.8 I:i3 10.6 IS.S 9.1 U.2 5.5 153 IL:S IS.O 9.R i.0 S.9 130 60 17.0 17.0 17,0 Ii.O 17.0 60 60 I5.0 1a.0 I5.0 Ia.9 12. .5 i8 V.D Ii.O Ii.O I5. 'L IA.6 iR I5.0 Ii0 15.0 ILS 9. 1i 9(i 17. U 17. 0 17. 0 12. a I I. 9 9U 15.0 0 15I I :3. 0 9. 3 7. 8 120 17. 0 17. 0 15.8 9. 9 9. S 120 12. 0 10. 6. 3 1 ICI 15.7 17.0 1:3.I R.3 7.9 Ia4 10.0 R.7 5.2 70 UO 17.0 17.D 17.0 (7.0 16.3 70 60 I5.0 I5.0 12.8 10.7 iR 17.0 17.0 17.0 13. 1 12. 6 7R L5. 0 I O. i y. 9 8, 2 9U 17.0 l7. 0 16. 9 10. 6 10. 2 9ti 2. 8 1�1 lL lS0677.0 17.0 1a.2 8.9A.0Ila 0.8 9.1 6.7 5.6a. i17.00-.5 7.:i13S 9.l i.9 5.7017.0 Ii.O LL9 Id.O 60 I5.0 L5.0 11.2 9480780 17.0 17.0 ILa IL0807R15.8 I2.0 8.H 7.2 96 ...17. 0 R 9. 0 R. y 9ti R 7. 0 S. 9 120 IZO ILR 120 9.0 C1.6 i.8 S.6 1.7 90 60 17.0 17.0 17. 0 I3. 2 12. 7 90 60 IS. 0 15. 0 13. 9 10. 0 S. D 78 Izo 17. 0 16. 2 10. `L y. 8 78 0 10. 7 7. 7 6. -F 96 15.7 17.0 10.I 8.1 i.9 96 10.0 1.i.0 H.7 6.2 S.2 108 I1.0 17.0 IL7 7.J 7.1 l08 R.9 13. I 7.7 5.5 4.6 too 60 Ii.O 17.0 17.0 11.9 ILa 100 60 1L4 I5.0 I''2.5 9.0 Z5 72 17. 0 17. 0 15. R 9. 9 9.:> 72 12. 0 I5. 0 10. 4 7.:i ti. 3 8a I6. I 17.0 13. 5 R. � R. 2 N4 10. 3 l5. 0 8. y 6. a S. a y6 I-f. I 17. 0 I L 8 i. a 7. 1. 96 9.0 10.6 7. R 5. 6 a, i 120 aR 17.0 17.0 17.0 I'l.4 Il.y 120 a8 15.0 15.0 13.0 y.3 Z8 6U lZ0 Ii.0 15.8 9.9 9.S 60 12.0 IS.O 10. I 7.S 6. :4 72 I5. 7 I7. 0 I3. I R. 3 7. 9 72 10. 0 tS. 0 R, 7 6. 2 5 2 81 LI.O 17.0 II.7 7.a 7.I 81 8.9 1:3.a 7.7 5.:i 4.6 1-00 aR 17,0 17.0 Iti.9 10.6 10.2 48 12.8 t5.0 11.1 R.0 ti.7 60 I6. I Z MIN. SEPARATION SEE 7 CL o o CHART G ON SHEET 6 rn y #10x3" 410-HT S.S. r < S.M.S. W/ 7/16"Ox 7/8" � o LONG NYLON BUSHING (BOTTOM ONLY) 3/16"0 RIVETS z Z OR #10 TEKS p 4 F @6"O.C. 5 0 .. X rn 0 3116"0 RIVETS OR o c w 3/16"0 RIVETS � w #10 TEKS @ 6" O.C. @ 12 o w oN 11 CONCRETE ` Z rnm (�F U Z a z TYPICAL ANCHOR 4• B Z i a SEE CHART ON LEFT 0.500"MIN. W n E EDGE DIST. w Z U c Z 111 N a o C Q av J N /1 U 0 3 n u MIN. SEPARATION SEE 7 d o a s CHART G ON SHEET 6 U) m 3 r •••• #10x2" 410-HT S.S W z S.M.S. W/ 7l16"0x 5/8" • • • • • F • • • LONG NYLON BUSHING • _ • • • U) f- z (BOTTOM ONLY) •In F • •• •• • a. ❑ ••• n w 0 X • •• • k a • w Z ••• O - •- • • S 0 ,w•o O •••• O •�•• co O W 9 F ILI]• • • oO a • • U w EO EO. •i•• • • C U �xa • • • L Y TYPICAL ANCHOR - • • �•, • 0 w j see , SEE CHART ON LEFT CONCRETE • F1YK• w = • MIN. • • • • • • o • • • EDGE DIST. • • • • 1W U (7 111111 ��y �� FL#17558 .#� NO x xx Of � vno,vzr _ i o� 2 nx. nxc xo ���4FS310NP���, to oe Le February 27th, 2015 UFJTG\ 1.0:1U 6'S St'AS AR11 ANCHOR SPACING CHART IIFS1f,,C LOAD 1'S RPA\ A.CU a\CHUB JP,4Ci\'G CHART 17.0 S 8. 2 1 10 ti0 10.3 DESIGN LOAD VS SPA.\ ,YlD ANCHOR SI':4C6G CHART � - YIAX. DES I(A LOAD SIII'TTlai SPAN - DFTA 11. 811 13GT'f011 CONC.I(Efl'. CONCRI"(E IY(H)U WNCRIfTI? BLOCK Cf)SCRIiT[ 131.I1CK ALES(. 006:i-T6 1,v 1,012 51'AC tS; AN'CIIOR SPACING AACIIGR SPACE\G :S<CII(llf SPACI\G dACHOR SPACI\t; ANC1101? SI',4CISC I'SI' INCH TYPETY'PI'. TYPE I'. A2; U2i li"L' (, TYPE Ai/BI,DVF. I TYPE. I; I"TF.KS 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 9ti 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 9.0 150 9.0 9.0 9.0 0.3 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 b0 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 4o 1t1 9.o 9.0 9.0 1 5.2 9.0 9.0 120 9, 0 9. 0 9. 0 4.9 8. 5 9.0 150 9.0 8.7 'J.0 3.9 6.8 9.0 162 9.0 8.1 9.0 1 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 1.9 8.5 9.0 III 9.0 9.0 9.0 1.1 7.2 9.0 132 9.0 7.9 9.0 3.6 6.2 8.8 153 9.0 6.8 9. 0 3. 1 5.1 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. o 9.0 4. 1 7. 1 9. 0 120 9, 0 7, 3 9.0 3.3 5. 7 8. I Ill 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 1.3 7.5 9.0 70 96 9.0 7.8 9.0 3.5 ti.l 8.7 114 8. 9 6.6 9. 0 5. 1 7. 3 135 7.5 5.5 8.9 4.3 6.2 (io !),It 9.0 9.0 1.9 8.5 9.0 80 18 _ 9.0 8. -1 9.0 3. 8 6.6 96 9.0 6.8 9.0 3.1 5.3 -9.0 7.6 120 7. 4 5. '1 8.8 -1.:1 ti. 1 60 9. 0 9. 0 9. 0 -1. 4 7.6 'J. (1 90 78 9.0 7.4 9. 0 3.4 :5. 8 8. a 96 8.2 6.I 9.0 - L7 6.8 IO8 Ti 5.4 8.6 1.2 6.0 60 9.0 8.7 9.0 3.9 6.8 9.0 100 72 9.0 7.3 9.0 3.:3 .5.7 8.I 81 8. I 6.2 9.0 4.9 6.9 96 7. 4 3.1 8.8 1. 3 6. 1 48 9. 0 9.0 9. 0 4. 1 7. 1 9. 0 120 60 9.0 7.3 9.0 3.3 5.7 8.1 72 8.2 6.1 9.0 - 4.7 6.8 81 7.3 5.4 8.0 1.2 6.0 78 9.0 7.8 0.0 3.5 6. 1 8.7 1I0 (io 8. 1 6.2 D.0 - 1.9 6.9 tic, 7. 7 .5. 7 94 0 1 4. 1 6. 3 72 7. 0 8.3 4. 1 5.8 18 9.0 1 (i.8 9.0 3.1 5.3 7.6 160 60 74 i 5.4 8.8 - 1.3 6.1 66 6. 7 .5. 0 8.0 3. 9 5. 5 180 CIS 8.2 6.I 9.0 - 1.7 6.8 60 6.6 4.8 7.8 3.8 5.4 200 18 7. 1 5. 1 1 8.8 - 1.:3 6.1 57 6.:' 4. 7. I 3. 6 5. I MIN. SEPARATION SEE CHART G ON SHEET 6 rn Q O #10x3" 410-HT S.S z S.M.S. W/ 7 / 16"Ox 7 / 8" 1' LONG NYLON BUSHING w (BOTTOM ONLY) N � SUBSTRATES w O w � i 114"0 x 3/4" TEK - TYPICAL ANCHOR / SCREW SEE CHART 1" MIN. SEE CHART ON LEFT FOR SPACING 5 c� z w MIN. SEPARATION SEE CHART G ON SHEET 6 #10x3" 410-HT S.S . W/7/16"Ox 7/8" NYLON BUSHING (BOTTOM ONLY) TYPICAL ANCHOR -� @ 15' O.0 PER 4 TESTED SPACING C7 CONCRETE 51 0 S c U ®oo �o oN ;V N (il F U (, Z z ¢ a W Z N E W F u z UO n ou V G z �m N c C3 G Y C U O 6 ms W z ••• ••••• •• go 01 • • • (n : • •• • fY 00 ••• •• • w r • • (L z ••• •• 0000 • M U) O t o F w • •••• O w i • • • • • • • Of x •• 0 w uT •• • (.5z U) 3< U �xa • Naf • • • c • • • • • ••••• Z = • w C7 • z ••• • •• ..7o. .. •••• 7 0 (7 wu� FL#17558 AD15- l2 11 OF 16 OAD Sld\. 1)FSIO,C O:IU SHUTTER SPA\' DRTAfl. 7T (TOP) \IAF. ES itI 10.11) SHCTTF R SPAX DFTITI. 7R (ROTTOW ('0\CItFTF ;1CC HOR SPACT , CONCRETE dXCH01t SPd(3\G Wool) ,1\CHOR SPAC1\G CO\CRF`J:LMMK�WZ14ti BLOCK iSCHOR\CHOR SIACISGI'.ICf\G (in.)(in.) I'B OG3 ti COXCRC•TE CO,\CftRTF. IV'UOD COSCRGI'H BL(X;K COSCRF.TI BLOCK ALC)I. 606:3-ki A\CHOR (in) A\CHOft (in) \MHOR SPACT\C, hu ) ;1\(HOR SPACIW, (in) ANCHOR SPACT\O (in) AY(HOR SP;ICTSGn.) (i,, PSF I,KCH TYI'lI :1.'fi,'C,'F T4'IT 1° T4'PF IJIU)7f !,111B1%DIi'TFKS /G TYPE C1 PSF T\CH TTYPE A/B,'C%F TYPE E A2,,D2iF2 TYPE AI/BI/IH TYPE C1,F) L'1'TFK S 25 (i0 9.09.0 9.0 9.0 9.0 20 60 9.0 9.0 9.0 9.0 9.0 9.0 7R 9.0 90 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 J.0 96 9.0 9.0 9.0 9.0 9.0 9.0 III 9.0 9.0 9.0 9.0 9.0 9.0 111 9.0 9.0 9.0 7.9 9.0 9.0 I'20 9.0 9.0 9.0 8.9 9.0 9.0 1"0 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 I50 9.0 9.0 9.0 6.0 9.0 9.0 I lib ) o 9. 0 9, 0 t3. 1 9. 0 9.0 168 9.0 9.0 9. 0 :i. 3 9. 0 9, 0 ]go 9.01 9.0 9.0 5.9 1 9.0 9.0 ISO 9.0 9.0 9.0 5.0 R. i 9.0 10 60 9.0 9.0 9.0 9.0 9.0 9.0 10 60 9.0 9.0 9.0 9a 78 9.0 9.0 9.0 8.C, 9.0 9.0 78 J.0 9.0 9.0 7.0 .0 9li 9.0 9.0 9.0 7.0 9.0 9.0 96 9.0 9.0 4.0 5.0 1 11 9.0 9. 0 9. 0 5. 9 9.0 9. 0 11 1 9. 0 9. 0 9. 0 1 0 120 9. 0 9. 0 9. 0 5. 6 9. 0 9. 0 120 9. 0 9. 0 1 0 4. 0 150 9.0 9.0 9.0 1.5 7.7 9.0 150 9.0 8.3 9.0 :38162 9.0 0 90 1. 17.2 2 0162 9. 0 11 9. 0 3 2 J0 C,0 9.0 9.0 9.0 8.9 9.0 9.0 00 60 9.0 9.0 9.0 1 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. R 9, 0 9, 0 96 9. 0 9. 0 9. 0 5. 6 9.0 9. U 96 9.0 9.0 9.0 I. i R. I 9. 0 Ili 9. 0 9. 0 9. 0 -I. 7 8. 2 9. 0 111 9.0 8. 7 9.0 3.9 6.8 8. 2 1:3'2 9.0 9.0 9.0 I. I 7.0 9.0 132 9.0 i 5 9.0 3. 1 5.9 7.1 153 9. 0 i. R 9. 0 3. 5 6. 1 9. 0 1.51 8. 8 6. 5 9,0 - 60 60 9.0 9.0 9.0 7. 1 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 5.7 9.0 9.0 78 9.0 9.0 9.0 1.8 8.3 9.0 96 9.0 9.0 9.0 d.6 8.1 9.0 96 9.0 8.6 9.0 3.9 (.8 fl.2 120 9.0 8.2 9.0 1 6.5 9.0 120 9.0 6.9 9.0 3.1 5.1 6.5 t11 9.0 fi.9 9.0 :3.I 5. 1 9.0 1.1.1 7.8 5.8 9.0 - 1.5 5. -1 70 60 9.0 9.0 9.0 6.4 9.0 9.0 70ki 60 9.0 9.0 9.0 5.3 9.0 9.0 78 9. 0 9.0 9. 0 'I. 98. 5 9. 0 i 8 9. 0 9.0 9. 0 4. l 7. 1 R. 6 96 9. 0 8.8 9.0 4. 0 6, 9 9. 0 96 9.0 7.1 9. 0 3. 3 5. 8 7. 0 11 1 9.0 i. -1 9.0 3. 1 5.8 9.0 11 8.5 6.2 9.0 - -1.9 5.9 135 R.5 6.3 9.0 - -19 9.0 35 7.1 5.3 8.5 - 1.1 5.0 80 GO 9.0 9.0 9.0 -5 9.0 9.0 so9. 9.0 9.0 9.0 1.7 8.I 9.0 18 9. 0 9. U 9. 0 1. 3 7. 5 9.0 0 8.0 9.0 3. 6 6. 2 - 96 9.0 7. 7 9. 0 3. 5 G. I J. 0 Rliliv 8_ R G. 5 9. 0 - 5. 1 6, 1(i. 2 9. 0 - 1. R J0 i. 0i 8.3 -1. II. 9 9. 0 9. 0 9. 0 5. 0 A. l3 9. 0 J0 GO 9.0 9.0 9.0 -1. 2 i o 8. 7 9.0 8. 5 9. 0 3. 8 6. 6 9. 0 78 9.0 7. 1 9.0 3.2 5. 6 G. F 9.0 6.9 9.0 3.I 5. I 9.0 96 7.8 5.8 9.0 - 4.5 5.1 8. :3 6. 1 9. U - 1. 8 9. 0 108 6.9 5. 1 8.2 - I. 0 i. 8 j'9O7 9.0 9.0 9. 0 4. 5 7.7 9. 0 100 60 9. 0 8.3 9.0 3. 7 6.:5 Z R 9. 0 8. 2 9.0 :3. 7 ti. 5 9. U 72 9.0 6.9 9.0 3. I 5. 1 G. 5 9.o 7.1 9.0 ;3.2 5.5 9.0 81 R.0 5.9 9.0 - 4.6 5. fi R. 1 G.2 9. 0 - 1.8 9.0 96 7.0 5 2 8.3 - 1. 1 9.9 9. 0 9.0 9. 0 4.6 8. 1 9.0 ILo 18 9.0 8. (i 9. 0 3. 9 f3. 8 8. 2 9. 0 8. 2 9. 0 ;t. 7 6. 5 9. 0 GO 9. 0 G. 9 <J. 0 3. 1 5. -I 6. 5 9.0 6.9 9.0 3. t 5.1 9.0 72 7.8 5.8 9.0 1.5 5. 1 8.3 0.1 9.0 - 1.8 9.0 RI 6.9 5.1 8.2 1.0 -1.8 Ito 9.0 8.8 9. 0 4. 0 6. 9 9. 0 I7U 18 9. 0 7.4 9.0 3. 3 :i. 8 7.0 60 9.0 7.I 9.0 3.2 5.5 9.0 60 8.0 5.9 9.0 66 R. 7 6.1 9. 0 - ;i.0 9.0 (i6 7.3 5. I 8. i 8. U 5. 9-1. 6 9. 0 T! G. i 1. 9 7. 9 :3. 9 L i 160 48 9.0 7.7 9.0 3.5 6.1 9.0 160 18 8.8 1.5 9.0 60 8.1 1i.2 9.0 - -1.8 9.0 GO 7.0 5.2 8.3 66 7- 6 .1. (i 9. 0 - -1. -I 9.0 66 6.4 1. 7 7.6 ISO -18 9.0 6.9 9.0 3.I 5. 1 9.0 180 18 7.8 5.8 9.0 - 4.5 5.4 GO i.i - - 8.S9.0 60 6.2 1.6 7. 1 3.1, 1.3 °00 4R R. I (i. `2 9. 0 - 4. N 9. 0 .,0018 7.0 -- 5.9 I. 1 7. 0 TYPICAL ANCHOR / i/4"0-20x3/4"S.S. SEE CHART ON ' j ,� BOLTS W/ NUT S LEFT�'� / WASHER @ 9" O.C. L N IRATE w / WHEEL CARRIAGE - #10x3" 410-HT S.S - S.M.S. W/ 7 / 16" Ox 5 18" MEDIUM S HAT NYLON BUSHING (TOP ONLY) 3 Z MIN. SEPARATION SEE CHART G ON SHEET 6 rn w #10x2" 410-HT S.S S.M.S. W/ 7 / 16"Ox 7 / 8" MEDIUM NYLON BUSHING (BOTTOM ONLY) 3/16"0 RIVETS OR EQ. E - ��•••• oSUBSTRATE #lj JE JjQ / 1/4"0 x 3/4" TEK i TYPICAL ANCHOR // SCREW SEE CHART �� • • • • SEE 'HARTEFT ON -� FOR SPACING / 12 • • #1 Ox2" 410-HT S.S S.M.S. TYP. TOP S BOTTOM c 0 ON v c ? F > Q a� J G a C] N W U) a E W O o w zD v==i Z Z_ w W N C } 0 - U " V n � o¢ 3 ,10 F- /' • U) U • N 7 • • p 000 w O N • d • ••• •- = ZO (n •• OZ U DR • •• ] O 0: O.C. •••• O a w O w • Q Q 3a` Q) U .xa • • 0 • • • ••••• U, • w = • CO Z ••• •••• U) Q C7 � FL#1755F3 AD15-12 tz oe to Rl ®®®®®ems®® ®®®®®ate ®® ®®®®����e�■tee a > a MIN. SEPARATION SEE CHART G ON SHEET 6 o _ w win g Z 0 w 1/4"0 x 314" TEK o a SCREW @4"O.C. �� v 3 � m Z om c TYPICAL ANCHOR #10x3" 410-HT S.S M ? F' SEE CHART ON LEFT S.M.S. W/ 7 / 16"Ox 7 / 8" (9 i a s LONG NYLON BUSHING z F a (BOTTOM ONLY) w i E CONCRETE 12 Ly Z 0 N o 0 lei 96 w N N� 1 1/2" 1 1/2" V O �3 a� 3 • U FOR ANCHOR TYPE ON WALL MOUNT • • • • • • z 060 • • FOR BUILDOUT CONDITIONS. CONDITIONS REFER TO 7T 8 8B ANCHOR • • H • REFE8JQ-QETALSL3bB� CHART (2) ANCHORS PER SEGMENT MIN.* • • • • • U) F�- \ • • • U) : • 2; •••••• •• X p ... .. P.,; �.,� 2"MIN. • W O • • • • • ' ••• • •••• _ LD we • • N4"0 - 20x@/4' S.S. U) I • • BOLTS W/ NL11t• • Z (-)�?• • O ° o WASHER 2 PAR • • p 1-- 0 • • •,• REGMIENTQ 2" gG. K • _ 0 12 U Z o a `- • 4"MIN. _� U _e=a �I O•• • . <n R •• • • •• .. .. LU CURVED TRACK • ° ° • U, • • • • z ••• •00 .. cr .... c FL#1755811 No "- ADI5-12 13 OP 16 DP.sic", LUAU VS SN1A AV'0 AVCIIOK SP.ACISG Hh:SIGV LOAD VS SPAN ASP ANCHOR SPACIS6 CHART MAX. 1)I SIGS L(LAO SIIC'I'1lCR SPAN UIS'1'AII. 101(TOP) 11AA. Df:SIG\ IAAO Slliil fh:R SPA\ DID AIL 1013 (110TV011) N(NIU AI. C11 6063- 16 COCCRF.TP C(1\CKETI. kIX)D SIRGCI'lilt 1' CU\CRC 11: BI UCK Cll\C.NL1ti f31 UCN .nl.l,ll. 6063-1'6 A\CHOR SPACISG A\CIIOK SPAC I\G ACCHOK SPACING AVCIIUR SPACING A\'CIIOK sPAC'1\G A\CIIOR SPnCt\G ASCIIOK SPAC L\G A\CIIOK SP.ACI\G PSI; IACII 5/I6`CL I'RACO V, I; 4" 11'KS PSP IACll 11PI3 A; Di C;P TWIK E IYPL A2i02/12 G TYPE A1; 1t1i 01i Pa 1'YPIi Clil'1 Ii4" TEKS ,�5 60 17.0 12, 0 60 9. 0 9. 0 9. 0 9. 0 9.0 9. 0 78 17.0 12.0 78 9.0 9.0 9.0 9.0 9.0 9.0 96 17.0 12.0 96 9.0 9.0 9.0 9.0 9.0 9.0 III 17.0 12.0 11I 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 I..550 17.0 12.0 150 9.0 9.0 9.0 5.8 9.0 7.8 168 17.0 12.0 1(38 9.0 9.0 9.0 5.2 8.9 6.9 180 1 17.0 12. 0 180 9.0 9.0 9.0 1. 8 10 60 17. 0 12.0 40 60 9. 0 9.0 9.0 9.0 9. 0 1) 0 78 17.0 12.0 78 9.0 9.0 9.0 6.9 9.0 9.0 96 17. 0 12. 0 96 9. 0 9. 0 9.0 :5. 6 9. 0 7. ti 114 17.0 12.0 114 9.0 9.0 9.0 1.7 8.2 6. 1 120 17.0 12.0 120 9.0 9.0 9.0 1.5 7.8 6.1 150 17.0 12.0 150 9.0 8.0 9.0 3.6 6.3 1.8 162 17.0 12.0 169 9. 0 7. A 9.0 3. 3 -.8 I. 5 50 60 17.0 12.0 50 60 9.0 9.0 9.0 7.2 9.0 9.0 1 17.0 12. 0 78 9. 0 9.0 9. 0 5. 5 9.0 7 5 96 17.0 12.0 96 9.0 9.0 9.0 1.5 7.8 6.1 III 17.0 12.0 II4 9.0 8.4 9.0 3.8 6.6 3.1 132 17. 0 12. 0 132 9. 0 7. 3 9. 0L 3.3 5. 7 153 17.0 10.5 15:1 8.5 6.3 9.0 1.9 :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 9.0 113 8.0 6.2 96 17.0 12.0 96 9.0 8.3 9.0 1 3.8 6.5 5.0 120 17.0 1I.1 120 9.0 (3.7 9.0 1 3.0 5.2 1.0 114 17.0 9.4 144 7.5 5.6 8.9 1. :1 3.1 60 17.0 12.0 70 60�6. 9.0 9.0 5.2 8.9 6.9 78 ) 7. 0 12. 0 9.0 -1.0 6.970 'J6 17.0 11.9 ��788.8 7.1 9.0 :3.2 5.6 1.3 II4 17.0 10.1 6.0 9.0 - 4.7 3.6 133 16.1 8.6 1355.I I.0 3. 1- 80 60 17.0 1'2.0 80 GO 9.0 9.0 9.0I.5 7.8 6.1 78 17.0 12.0 78 9.0 7.7 9.0 3.5 6.0 4.7 96 17.0 10.5 96 8.5 6.2 9.0 - 1.9 3.8 120 15.8 8.5 120 6.8 5.0 8.0 - 3.9 :3.0 90 60 17.0 12.0 go'8 60 9.0 8.9 9.0 4.0 7.0 5.4 iH 17.0 1L4 9.0 6.8 9.0 :{.I 5.4 4.1 96 17.0 9.4 96 7.5 5.6 8.9 4.3 3.4 108 15, 7 R. 1 108 6. 7 4.9 7.9 - 3. 9 3. 0 100 60 17.0 12.0 100 (30 9.0 8.0 9.0 3.6 6.3 4.8 72 17.0 11.1 72 9.0 6.7 9.0 3.0 5.2 4.0 8-I 17.0 9.6 8 1 7. 7 5. 7 9.0 -1. 5 3.5 96 I5.8 1 8.5 96 6.8 5.0 8.0 - 3.9 3.0 120 18 17.0 12.0 120 48 9.0 8.3 9.0 3.8 6.5 60 174 0 1 1. 1 60 9. 0 6. 7 4. 0 3. 0 :5. 2 .3.0 4, 0 72 17. 0 9. l 72 7. 5 5. 6 8.9 4. 3 3. 4 81 1.5. 7 8.4 81 6. 7 4. 9 7. 9 3.9 3. 0 1,10 48 17.0 11.9 Id0 48 9.0 7.1 9.0 3.2 5.6 1.3 60 17. 0 9. ti 60 7. 7 5. 7 9.0 - 4. i 3. 5 66 16.4 8.8 66 7.0 ..i.2 8.3 72 45.1 8.1 72 6.5 4.8 7m - 3.7 l60 18 17.0 10.5 160 18 8.5 6.2 9.0 9 3.8 60 15.8 8.5 60 6.8 '5 (1 R. 0 .9 3.9 3.0 66 11. 4 7. 8 66 6. 2 1. 5 7. ;3 :3. 6 180 -IS 17. 0 9. 4 180 18 7. 5 5. G 8.9 60 1 I. 1 7. 6 60 6. 0 1. -1 7. 1 200 48 15.8 N.5 'l00 4R fi.8 5.0 57 1:3.4 i.2 57 5.7 d.2 6.8 3.3 (3) 5/16" 0 ULTRACON W/ 1-1/2" 1/4" TEKS SEE CHART ON LEFT MIN. EMBED INTO WOOD 1 1/2" 1 1/2" FOR SPACING z f STRUCTURE, SEE CHART ON� A o LEFT FOR SPACING 1/31/8"x4"ALUMINUM- / i/ PLATE CONT. 6063-T6�EQ. ,EQw m #10x2"410-HT e S.S S.M.S. TYP. (J 1 TOP & BOTTOM WHEEL CARRIAGE------- �� v #10x3" 410-HT S.S Z om S.M.S. W/ 7 / 16"Ox 5 / 8" 1 OT F P1 r MEDIUM & HAT NYLON a as � O BUSHING (TOP ONLY) ¢ 5 Lu' CO W N o E Y W 00 F w 2 O cn _ __ / 7 F7 X I MIN. SEPARATION SEE V �- W Q 6m c w CHART G ON SHEET 6 ^� oa m� s 1"OR2" ••• • •• • 1`n- • / m 0•••� •• • M O •t• •• • O / o j o ------- ° • • • • • • o • a • • z o SUBSTRATE z • • • • • 11 � w / / / 00000 • • • • = p o • �T w o i w • �wmwy • iZl •••• •••• Z U rn w n / O r • TYPI'ALANC OR of o SEE CHART ON/ o S.M.S. W/ 7 / 16"3�x•7 / i"• • • 00 w • • / LONG NYLON BUSTING LEFT / (BOTTOtv�QNLQ) • • v x u • G 1/4"0x3/4"TEK ••t•• w ••• •• 2XIX1/8" OR 2x2X118" -- SCREW SEE CHAR4 • O B w = • • ALUMINUM TUBE CONT. FOR SPACING 0.0 •• • • • CO a • • • • • O • • • • v) 7 Z., CO ,Z 67- IIFL#175581 40 _ AD15-12 14 OP 16 UI?SI(;\ LOAD VS SI'A\ AM) A\CHOP SPACIL\6 DI?SIG\' LOAU VS SPA\ A\D A,\CIIOR SPACI\G CfIAia IIA X. UIi51 G\ I AAII Sill TI H? SPAN I)ETAll. HT (TOP) µ(N10 161X. DESIG \ LOAD SIIliTTER SPAN DFTAII . Ills WrTOM CO\CNETI: CQ\CRI4T'E. C0;\(10;TIi CO,ACHI?Tli BLOCK COA('Itll'rli 13UH'F A'0101? SPACI\G (m ANCHOR SI'ACf\G AMMOR S1'ACI\G ANCHOR SPACI\G :1\('11012 SPACI\(; ANCHOR SPACI\(l Ps): 1\CII 5/I6" CLTRACO\ PSI' I\CII 'rl'PI? niD il'I'P. C/I TVI'h WE Tvr1: 41/61iD1 Ti IT I?1 25 50 24.0 2'S 60 11).0 12.0 12.0 12.0 12. 78 2 1.0 7N 12.0 12. U 1'2. 0 1'2. 0 -7 12. (l 96 21.0 96 12.0 12.0 12.0 I2.0 12.0 111 28.9 11:1 12.0 12.0 12.0 12.0 12.0 13220.6 132 12.0 12.0 12.0 12.0 12.0 150 18.2 150 12.0 12.0 12.0 12. 0 11.8 168 16.2 168 12.0 12.0 12.0 12.0 10.5 15.1 180 12.0 12.0 12,0 11.6 9.8 40 60 O 24.0 10 (ill 12.0 12.0 1,, 0 0 12.0 78 22.2 78 12.0 1'2.0 I`L.0 12.0 96 18.0 96 12.0 12.0 I'2.0 0 II.5 11 1 15.2 I I-1 12.0 120' 1'L O 12.0 4 9. 7 132 13.1 132 12.0 8.3 I50 11.5 150 12.0 7.3 10.7 . . . 8.0 6.8I(2 50 60 23.2 50 (50 12.0 12.0 12.0 12.0 12.0 78 17.9 78 12.0 1 12.0 12.0 12.0 11.3 96 1 1.5 96 12. U 12.0 12.0 10.8 9. 2 III 12.2 11 1 12.0 12.0 12.0 9.1 7.7 132 10.6 )32 1'L.0 l' 0 I1. 1 7.9 6. 7 153 9.1 153 1I.1 1 12.0 9.6 (i.8 5.8 till 60 19.4 6096 60 12.0 12.0 12.0 12.0 12.0 78 11.9 78 12.0 12.0 12.0 12.0 I, 96 12. I 12.0 12. 0 12. 0 12. 0 12. 0 120 9.7 120 1'2.0 12.0 12.0 11.3 10.1 14'1 8. 1 I .l l 12. 0 I2. 0 12. 0 9. -I S. 7 70 60 16.7 70 60 12.0 12.0 12.0 12. 0 12, 0 78 12,8 78 12. 0 12. 0 12. 0 12. U 12. 0 96 10.1 96 12.0 I2.0 12.0 12.0 11.2 111 8.8 if 12.0 12.0 1).0 10.2 9.4 135 7.1 135 )2.0 12.0 12.0 8.6 8.0 80 50 1-1.6 80 60 12.0 12.0 12.0 12.0 12.0 78 I i. 3 78 12. 0 12. 0 12.0 12. U 12.0 96 9.1 96 12.0 12.0 12.0 10.(i 9.8 120 7.3 120 12.0 12.0 12.0 8.5 7.8 DO 60 13.0 90 60 12.0 12.0 12.0 12,0 12.0 78 10. 0 78 12. 0 12. 0 12. (1 1 I. 6 10. 7 968. I 06 12. 0 I'2. 0 12. (l 9. I -,9-, 108 7.2 108 12.0 12.0 12.0 8.4 7.7 IOU 60 11.7 100 bo 12.0 12.0 12.0 12.0 12.0 72 9. 8 72 ) 2.0 12. U 12. U 110 3 10. 1 81 8.1 81 12.0 12.0 12.0 9.7 8.9 96 7.3 96 1 12.0 12.0 12.0 8.5 7.8 120 18 12.3 20 18 12.0 12.0 12.0 12.0 12.0 till 9. 8 60 1210 12.0 12. 0 1 L 3 10.4 72 8.2 72 12. 0 12.0 12.0 9.11 3. 7 81 7,S 81 12.0 12.0 12.0 8. .1 7.7 110 18 10. 5 110 CIS 12. (I 12. 0 12. 0 l2. 0 11. 2 Fitt 8.1 60 12.0 12.0 12.0 9.7 8.9 lib 7.7 66 12.0 13.0 12.0 8.8 8. 1 7.0 12 12.0 12.0 12.0 9.2 160 18 12.0 1'2.0 12.0 10.6 9.8 7. 1 60 12.0 12.0 12.0 6. 7 66 12.0 12.0 11. 8 7. 7 7. 1 W�. 8.2 1811 18 12.0 12.0 12.0 9.4 8.7 6. 6 60 12.0 12.0 11, 5 7. 5 7. (l 7.1 200 .12.0 12.0 8.5 7.82 57 12.0 12.0 10.9 7.1 6.5 5/16" DIA. "ELCO" ULTRACON INTO WO� / , WHEEL RRIAGE J / I 0 Z I w_ r N. SEPARATION JE HART G ON SHEET16 f{ff 1 I 1` 3/16'0 RIVETS OR #10 TEKS @ 1�'I O.C\_ R CONCRETE #10x3" 410-HT S.S J S.M.S. W/ 7 / 16"0x 7 / 8" LONG NYLON BUSHING (BOTTOM ONLY) � z � #10x3" 410-HT S.S S.M.S. W/ 7/16"0 x 518" MEDIUM 8 HAT o NYLON BUSHING (TOP ONLY) i NOTE: WHEELS AND BUSHING ALTERNATE LOCATIONS WITHIN THE TRACK. (EVERY OTHER ONE). #10x2" 410-HT 7q S.S S.M.S. TYP. TO1 BOTTOM 11 T 1� 2 'm w 1 z � Z Z a Z a ,n Lu W Z D o D 7) k ^ 7 C Y N 1 N am c 4 >. J � U� 3 W Z ••• • • ••••• •• •� • • ui • • • •• • • I • 17 •�o ••• ••• • U) p ••• •• • --- r a••• • W O EL • • ••• •••• • • = (n ••• ZO A •• • -__0900 •••• Z H U • • 6'0 RIVETS TEKS@15"O.C�p••• • :• _ •• •• 11 B •• t�SEE ° �O=y�� W Lou • •• TYPICAL ANJWI&I,. • • CHART �Fjj [[�E • Q to S. U � i a • • ••••• • • • W W = •0.0 • •• • • •• • • •••• U CO ..ti,ora� moo_ FL 17558 # No - * t 4// (l) NVdS H311f1HS 'XVW C lxvl�i w F U V Z 0 O Q U J <Orn N aLL� L Q F z � w 3`003 C7 p 0 = w NIW Z U <O Z x w w OKw m w �:,� Q<< �m w az < g2z x w V m b U W X Z w maaU zn z/t 3 v 7 b N7 U C ZO H Z V 0: �< w 2 211 E z w < 03003 ^ O --U q �15103J0 NIW 4 O NIW (l) NVdS H311nHS '7(VW XVV4 U oO O F '0 .6Z6'l ti ci (a) > x w �u m 'NIW nz of W O 3^z¢ ~ lU m Fm- < < U X- p z z . � mmwO n U 6 = N X� ':W ) a m� Z ¢ O N �O� 03 i_ <r ;uz < F CO ^ Z �O U Z _ w O o,m mO OQ U X XZ Z iY_7 OF a N Q J w a3m zIt • NF ..Zn .Z/L / •! • Q • i;5u • • • •••••• O • w00*0 • m 2 m z j • • m V U U < 0 d w w m w••••• • • • •• • • f O 30 '1SI03`J03 Z =mow :••:•: • _ 'NIW Z O iy<j • • • • <O ••••• 2 • • • N •• • • •• • • w •••• SI ua ry • • 1•n• •