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WS-18-1499Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 1,1 Permit NO. WS-5-18-1499 Permit Type: Windows/Shutters Work Classification: Shutters Permit Status: APPROVED Issue Date: 6/18/2018 Expiration: 12/15/2018 Parcel Number Applicant 1700 NE 105 Street Number: 116 Miami Shores, FL 1122300500160 Block: Lot: MARCIA MORGADO Owner Information Address Phone Cell MARCIA MORGADO 1700 NE 105 FL (786)229-2494 Contractor(s) Phone Cell Phone GUARDIAN HURRICANE PROTECTIOI (305)805-7050 Valuation: $ 1,350.00 Total Sq Feet: 117 Type of Work: INSTALLATION ONE ACCORDION No of Openings: 1 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Feb Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $110.00 $9.00 $1.60 $126.20 Pay Date Pay Type Invoice # WS-5-18-67768 05/31/2018 Check* 28351 06/18/2018 Check #: 28352 Amt Paid Amt Due $ 50.00 $ 76.20 $ 76.20 $ 0.00 Available Inspections: Inspection Type: Shutter Final Shutter Attachment Review Building 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 itrict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zopir�g. Futhermore, I authorize the above -named contractor to do the work stated. AutFjdyiied Signature: Owner / Applicant / Contractor / Agent Building Department Copy June18,2018 1 June 18, 2018 Date 1:• F. r BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED MAY 31 2018 FBC 2011 » Master Permit No. LA) (� "' 1'4 Sub Permit No. kUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1 L 6 0 /t)e I o S S r U nl- I i. City: Miami Shores County: Miami Dade _ Zip: 33 13 ., Folio/Parcel#: 11 Z Z 300 S c0l6 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: Mcir_u /� c1O �1K ZZG I OWNER: Name (Fee Simple Titleholder): II /Ur Phone#: I z y� 7 Address:�// 110 C) lV E lO S sr (%1 r•t- i16 City: �"l utM 4.Ztur'es State: Ft Tenant/Lessee Name: Phone#: Email: Zip: 3 3/ CONTRACTOR: Company Name: (1rh kr-�rGe.n 4 P. . Phone#: 30-5 /OS 705-d Address: -S 7Z 9 /V LJ (,55 ST City: M 1Gi WL I l-etkQ. J State: I-L Zip: 3JaI Qualifier Name: Pc,..LO 2c,r s Phone#: State Certification or Registration #: Certificate of Competency #: q ' S(10l DESIGNER: Architect/Engineer: Phone#: Address: 2 City: State: Zip: Value of Work for this Permit: $ i 35 Square/Linear Footage of Work: I ( 7 Type of Work: ❑ Addition EL Alteration // ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:$ iI 3S D .1��s °-/I-- I di G GGc re/ •fW\ Specify color of color thru tile: ro Submittal Fee $ J0'Cel Permit Fee $ t ( 0 ' CO , CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ :: Notary $ •s ..r Technology Fee $ Training/Education Fee $ Double Fee .$ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ ' 2i3 (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 i r. State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that 'all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." 4 Notice to Applicant: As a condition to the issuance of a building permit with°an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after 'the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGI NT The foregoing instrument was acknowledged before me this by as /"/A/�'/. dayof� 1 /N Cl /,ar-6.0oO me or who has produced identificatio and-wt5o did-ta - . n oath. RY PUBLIC: gn: Print: S /cg , RAMOS da. FF 988390 Signature CONTRACTOR The f. egoing instrument was acknowledged before me this j0 day of NCO V , 20-46-._._, by 4::::°,0r+ /2p a3 L6 ho is personally known to me or who has produced as identification and whe-dizrfake an oath. NOTA Print: Seal: Commission # FF 988390 '''''''++ Bonded through National Notary Assn. *********************** **** **,q'************************************************************************* APPROVED BY r;. (Revised02/24/2014) Plans Examiner Zoning Structural Review Clerk GUARDIAN HURRICANE PROTECTION PRODUCTS INC. 760 W 27 STREET HIALEAH, FL 33010 305-805-7050 quardianshutters@aol. corn February 13, 2018 To Whom It May Concern: Please be advised that I Andrea Ramos have no relationship with Pablo Ramos, Qualifier of Guardian Hurricane Protection Products Inc. Andrea Ramos Notary Public: Sib f-e._ LifNik S:Cr ea at-C-1111.." "-K-6 13- deui F-6 kiw--r b�AmArtoc. -a t+�� � pry � 1 - slrr Notary publ c State of Florida Stanley 3 Swldertkl My Comrnisslon FF 182444 pR Expires 12/10/2018 -4, )( MAIL, WORK REQUEST APPLICATION Owner's Name M ppunit I hereby request approval from the Board of Directors modification or alteration to my unit that will be erfr contractor. Electrical work Plumbing work Carpet installation Tile installation Description of the work Before you decide to upgrade your apartment (other than paint or obtain 'permission from the Board of Directors and/or Al' : A copy of the plans, specifications " e ` "un "2 eger j on work to be performed must be submitted for consideration and Miami Shores Village Building Department (305-795-2204). It is the owner's responsibility to ensure that the contract° construction material or building debris. It cannot be placed in the "Window frames must be gray in color to look like alumiau Two (2) panels over Two (2) panels. Glass must be clear color. I, as the unit owner acknowledge responsibility for any damag personal injuries that may occur during the project. The Shores its officers and employees are in no way responsible for damag apartment or my belongings. (A S200.00 deposit is required and w no damage to the property is reported.) I 11 n grstand agr to the statements made al Unit o$ er's signature Approved by. o the licensed oval by the building o inium Inc. theft to my refunded if 1i Cc$ v•.,,r,r:c'.�Jd? APARTMENTv WORK REQUEST APPLICATION Unit Owner's Name I hereby request approval from the Board of Directors bythe of ll owing g modification or alteration to my unit that will be performed contractor. Electrical work Carpet installation _ Tile installation Ti Other work Description of the work II�__ Ij� Q Before you decide to upgrade your apartment (other than paint or carpet) you must obtain permission from the Board of Directors and/or Miami Shores Village. A copy of the plans, specifications and permits, anconsideration on `ption of the and approvaliby the work to be performed must be submitted for co Miami Shores Village Building Department (305-795-2204). It is the owner's responsibility toe�'S e that It cannathe contractremoves all be placed in the dumpstersexcess construction material or building deb **Window frames must be gray in color to look like aluminum. Windows must be Two (2) panels over Two (2) panels. Glass must be clear color. I, as the unit owner acknowledge responsibility for any damage to the building or personal injuries that may occur during the project. The Shores Condominium Inc. its officers and employees are in no way responsible for damage or theft to my apartment or my belongings. (A $200.00 deposit is required and will be refunded if no damage to the property is reported.) rstand Unit oti er's signature Approved by: Plumbing work **Windows to the statements made above. I 5 6 Date (GUIIRGIf RN Q v FAURRIEIINE pRoO 5729 NW 159 Street Miami Lakes, FL 33014 Phone: 305-805-7050 • Fax: 305-805-7058 guardianshutters@aoL com May 15, 2018 State of Florida County of Dade Before me this day personally appeared Pablo Ramos, who, being duly sworn deposes and says: The Guardian Hurricane Protection Products, Inc., will be the only company working on the project located at 1700 NE 10 Street #116 Miami Shores, FL 33138. Contractor Signature Sworn to (or affirmed) and subscribed before me this 15th day of May, 2018 by Pablo Ramos. Personally known Andrea Ramos Notary Public ANDREA RAMOS Notary Public - State of Florida • i Commission # FF 988390 Ass My Comm. Expires Aug 23, 2020 '' '''� Bonded through National Notary Assn. "FAITH IS NOT BELIEVING THAT GOD CAN, IT 5 KNOWING THAT HE WILL" /Jtov-ci'A 0Or o(o l70c /1 /Os sr #`f .REe�� VE Mqy � 2018 Z70x5 \NJ%F�'-14' Miami Shores Vil!age APPROVED BY DATE I 70 I1NG DEPT I3LDG bEPT - - / (1 SUIIJECT TO COMPLIANCE WITH ALL FEDERAL STATF AND COUNTY RULES AND REGULATIONS • .. ... . . • • • .. • • • • • • . .. ••• •• • . • •• • _... •. . • •• • • . • . .. • . ... . : • • .. •••• • •• • • • • • . .. • • .. . • • • • ... ... • 000 • • . • 0,10 . • • •• • • • • • • • • ••• • • • • • •• S. •• • • • • . • • 000 . • •• •• A Come agavoi manann mama Ca, COI r. nal rim t `- • •• • • • • • ••• •• • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • } _ t RAMS' ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 � Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7-10 WIND CODE'` DESIGN WIND LOADS IN PSF. Kd = .85 FOR 175 MPH WIND ZONE ,171 Interior & Exterior Zones (4&5 - Walls) Positive Pressures ) Exposure C For the 175 mph Wind Zone CATEGORY-2 BLDG,/ Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet, 10 20 30 40 50',N ) 60 1.00 0.95 y0.92 0.89 /0788 , /0.86 15 40.4 38.5 37.5 36.7 / 06.1\ \ 35.7 20 42.7 40.8 39.7 38.9 'N38.3/ ` 37.8' 25 44.6 42.6 41.5 40.67-- •.,'40 0 39.4, 30 46.5 44.4 43.2 42.3 ( ;41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51:8 49.4 48.1 7,47.1 " --' 46.4 . • 45.7 • 60 53.7 51.2 49.8 S48.8- " 48.1 • • •' :47.4 ` . • S. Interior Zone (4- Walls) Negative Pressures/ ,,, ) j .... Exposure C For the 175 mph.Wind-Zone CATEGOW•213LDG..' Height (Maximum) Effective Wind Area;(or,Jributary Area) in Squat4Z!et 50 .• ..... :.., 60 10 20 ( 30 40 -1.10 -1.05 ,- - -1.02, f -0.98 • •-0.99 •-0.96__. 15 -43.8 -42.0' , ' `, ¢-40.9"' -40.2 , -39.6 : - • • • -39. f 20 -46.4 -44‘.4,'` , ,----43'.3 -42.5 -41.9 -41.4:: • 25 -48.4 -46.4 N ,-45.2 -44.4 -43.8 -43.2 30 -50.5 /,248.4 ,'" -47.2 -46.3 -45.6 -45.1 40 -53.6 ,, , -51':4 > -50.1 -49.1 , -48.4 -47.8 50 -56.2 '«,,,-53.8',, -52.5 -51.5 -50.7 -50.1 60 -582,-, • _ . 1558 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls)., Negative Pressures Exposure C _ For the / 175 mph Wind Zone CATEGORY 2 BLDG Height (Maximum) r-- , , `,, Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 --.•=1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 * . '---'54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 NN -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 , 25 -59.8 -55.8 -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 -•-,, '50' -69.3 -64.7 -61:9 -60.0 -58.5 -57.3 \ 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 Length of End Zone (a): 10% of least hor zontal 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) 7-- T SE TABLES ARE NOT TO BE REPRODUCED IN WHOLE ORG IN PART £: WITHOUT WRITTEN PERMISSION BY R:AMMS ENGINEERING. ALSO, THESE TABI .FS ARE INVALID UNLRSS SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. • .' • • : S. • .. • . .'• • • • •' • • • f2/20/2017 Florida Building Code Online fl cetlCli peR4F1MC TOf Busies & Professional Regulation dbOr BCIS Home i Log In I User Registration 1 Mot Topics 1 Submit Surcharge Product Approval USER: Public User Pier Stats & Facts 1 Publications FSC Staff ; BCIS Site Map Product Approval Meng > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL17558-R1 Affirmation 2017 Approved Product Manufacturer Guardian Hurricane Protection Products Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 760 West 27th St • • • Hialeah, FL 33010 • • • • (305) 805-7050 GUARDIANSHUTTERS@AOL.COM • •••• Yiping Wang • • yiping@mcyengineering.com • • • • 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 developed the Yiping Wang Evaluation Report Florida License PE-55983 Quality Assurance Entity Quality Assurance Contract Expiration Date 12./31/2018 Validated By Sifu Zhou, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL17558 R3 COI Certificate of Independence - GSS-J. GHPP SS Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 • `• I affirm that there are no changes in the new Florida Building https://www.floridabuilding.org/pr/pr app_dtLaspx?param=wGEVXQwtDgvYdg2pQ%2fXXJp%2bfle3CN8NvNOQZ%2bk58%2f%2fsLB9geNUEU3g%3d... 1/2 .i2120/2017 Florida Building Code Online Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Documentation from approved Evaluation or Validation Entity Yes No N/A FL17558 R1 COC FBC 2017 Affirmation Letter-SS.odf Method 1 Option D 11/08/2017 11/08/2017 11/15/2017 FL # Model, Number or Name Description 17558.1 GSS-1 Genesis Accordion Shutter System - LMI i Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +150/-200 Other: FOR SHUTTER SPANS VS. DESIGN LOADS AND ANCHOR TYPE VS. DESIGN LOADS, REFER TO INSTALLATION DRAWINGS Installation Instructions FL17558 R1 11 AD15-12 02.26.15 SS.odf •. • I • • • • • Verified By: Piping Wang PE #55983 • • • • • • Created by Independent Iltrd Ppl : Yes •'.. Evaluation Reports • • • • • • • FL17558 Ri AE Evafuatiop8egtyt GHPPeS Adf• �1 Created by Independent Third Party: Yes • •••••• • IMO • . • • •• •• e • • • •• Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487 824 • • The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida, :: Privacy Statement :: Acceastbllltvitatement ilel!ut'irtSitatement • • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a 191blic-records reque t,•do sot send ele:t?oRit • • mall to this entity. Instead, contact the office by phone ortraditional mad. Ifyou have any• by questions, please contact 850.487.1399►'Pweua•t to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an eCId1 address if they have one. The emaits 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 emailaddresswhich can be made available to the public. To determine if you area licensee under Chapter 455, F.S., please click tem. Product Approval Accept*: • • • • • •• •• • •• • •• • • . • • Lam"+ ® aCfck611 Credit Card Safe • • https://www.floridabuilding.orgipr/pr app_dtl.aspx?param=wGEVXQwtDgvYdg2pCW02fXXJp%2bfie3CN8NvNOQZe/a2bk58%2f%2fsLB9geNUEU3g%3d... 2/2 • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • GENERAL NOTES: • • • • • • • • • • • • •• •• 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIISEMINMT�OF:THE FLORIDABUILBING CODE • 2014 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ), • • • • • 2. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy31,0 KSI UNLESS IT IS SPECIFIED. • • • • • • • .• • TYPICAL ANCHORS: (SEE CHARTS FOR ANCHOR SPACING) • • • • • 'TYPE A. ••• 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMPJIj TO BASJE MATERIAL SHALL SE BEYOND WALL DRESSING OR STUCCO, • • :•. • • • • • 4. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OP THIS AIIIPR•VA6 • I. •• + • 5. WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE, 0.0.55 AND MUST BE ANCHCiigD PR8PE1ZLY TCPTRANSFER LOAL% O • • • THE STRUCTURE. 6. ALL ALUMINUM BUM RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL, 7. BOLTS TO BE GALVANIZED OR STAINLESS STEEL WITH 36 All MINIMUM YIELD STRENGTH. 6. IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHOULD BE PLACED ON THE EXPOSED SURFACE OF THE CENTERMATE BLADE (COMPONENT 10) UNDER LOCK ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: GUARDIAN HURRICANE PROTECTION PRODUCTS, INC. 760 WEST 27TH STREET, HIALEAH, FL 33010 MISSILE LEVEL D-ASTM E1666, E19B6 8 E330 TAS-201, TAS-202, AND TAS-203. 10. (a) THIS PRODUCT APPROVAL DOCUMENT (PALL) PREPARED BY THIS ENGINEER IS GENERIC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY, (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PA,O, ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE P.A.O. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, (•)THIS PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. 11.HEAD & SILL WY BE INTERCHANGEO WHERE NOTED IN MOUNTING SECTIONS TO FIT FIELD CONDITIONS 12,WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MENBERS,NOT PLYWOOD,FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 13. ULTIMATE LOAD OBTAINED FROM ASCE 7.10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAX, DESIGN LOAD IN THIS O[r-UMENT, THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS. NOTES: WHEN EDGE DISTANCE EQUAL OR GREATER THAN 2' AND LESS THAN MIN. EDGE DISTANCE SPECIFIED ABOVE. THE ANCHOR SPACE IN ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWING REDUCTION FACTOR: ANCHOR TYPE A. & Al: REDUCTION FACTOR • 0.80 ANCHOR TYPE 8 d B1: REDUCTION FACTOR • 0.67 ANCHOR TYPE C 6. C1: REDUCTION FACTOR • 0.60 ANCHOR TYPE E: REDUCTION FACTOR • 0,80 ANCHOR TYPE F: ; REDUCTION FACTOR • 0.87 PLEASE NOTE THIS INSTALLATION ARE ONLY VAUD FOR THE RESULTING ANCHOR SPACE EQUAL OR GREATER THAN 3'. REDUCTION FACTOR MULTIPLY DESIGN LOAD ON SHEETS THRU SHEET 16, HAS TO BE GREATER THAN PROJECT DESIGN LOAD. 1/4" DIA. TAPCON BY ITW BUILDEX (Fu • 120 KSI, FY • 92 K81) INTO CONCRETE k'•3000 PSI H3/4' M)N. EMBED 2.1/2". MIN. EDGE DISTANCE TYPE Al. INTO CONCRETE BLOCK 1.1/4' MIN. EMBED 2.1/2' MIN. EDGE DISTANCE TYPE A2. INTO WOOD 1-1/2" MIN. EMBED 2. Ur MIN. EDGE DISTANCE TYPE B 1/4'-20 CALK -IN BY 'POWERS' FASTENERS INTO CONCRETE Ic'•3000 PSI 7/8' MIN. EMBED 3• MIN. EDGE DISTANCE INTO CONCRETE BLOCK 7/B'MIN. EMBED 3' MIN, EDGE DISTANCE TYPE C: 1N' CRETE-FLEX SS4 MASONRY ANCHOR BY'EL O' INTO CONCRETE Ic'•3000 PSI 1 3/4' MIN, EMBED 21/2" MIN. EDGE DISTANCE INTO CONCRETE BLOCK 1 1 W MIN. EMBED 21/2' MIN. EDGE DISTANCE TYPE D. 1/4' CIA. ULTRACON BY ELCO (Fu • 177 KSI, Fy • 155 KSI) INTO CONCRETE 4'•3000 PSI 1.3/4' MIN. EMBED 2-12' MIN, EDGE DISTANCE TYPE D1. INTO CONCRETE BLOCK TYPE 02 INTO WOOD 1-1/4' MIN. EMBED 1.1/2' MIN. EMBED 2. UT MIN. EDGE DISTANCE 2-1/2' MIN. EDGE DISTANCE TYPE E. 1/4' DIA. TAPPER+ BY 'POWERS" INTO CONCRETE Ic' • 3000 PSI 1.3/4' MIN. EMBED 2-1/2" MIN. EDGE DISTANCE TYPE E1. INTO CONCRETE BLOCK 1-U4' MIN, EMBED 2• MIN. EDGE DISTANCE 'TYPE B1 TYPE CI TYPE F 1M'- 20 "ALL POINTS' SOLID - SET ANCHORS INTO CONCRETE Ic' • 3000 PSI 718' MIN, EMBED 3' MIN. EDGE DISTANCE TYPE El. INTO CONCRETE BLOCK 718' MIN. EMBED 3' MIN. EDGE DISTANCE TYPE G 1/4' DIA. LAG SCREWS (FY • 60 KSI) INTO WOOD STRUCTURAL 1-172' MIN. THREADED EMBED 1-1/2' MIN. EDGE DISTANCE TYPE H. 5/16" DIA. ULTRACON BY ELCO (Fu • 177 KSI, Fy • 155 KSI) INTO WOOD STRUCTURE 1.1/2' MN. EMBED 1-5/8' MIN. EDGE DISTANCE TYPE E2. INTO WOOD 1.1/2' MIN. EMBED 2' MIN. EDGE DISTANCE u•ITAT•NA YU IL Lr•10011CrtVwW110•IOp•11.R P.t.Y.11•VMrtY Mt MANUAY 110,011.MTI2•toil A I AM t01,o11100$ on..1111 . na, ia. • a2TNCMII IOW 110••N,1r01, TT! 0CYCTN•. Itaa0 1 MID ASAWAT,t•OI •rTNfAYC1MHO 011 TI"a weoa„cr NN.•IIN, rll•.•N ,0n.• 00u Nm tow ITT MY TA aPlO,�NM{ TYTNtaa 1N1 T: taaeocowou1m .10010„•,• •nI,rAM1, M.rWp•un•m P tr14 WOW I11104=tAMA AI T01s.02C MAAMA. Rt•,T0010 Rm TNt'.CA w• oacY•e,r11 AA Ai PAR TM,•0w0r.IaAAA 1A4 01+Tr•Y•,a ro0 T,r TY„Iw YY AA AAA C. TTgPAa MALL UNITT•MTE N• aoero. H.. r0 2T••TTNt a n• NYIIsa011Kollo L M at February 27th 2015 B 9 g FL#17558 AID RL t set •-•a A1M5WI -12 LOy16 1 • • • • • ••• • • • ••• •• •• •• •• • •• •• • • • • • • • •• • • • • • ••• •• • •• • • • • • • • • • • • • • • • • 2.420' 3.421• t.810'- 1.375• • • • • • • • • • • • 3.O • II -' ^ 0.095' • • • • • • !.-..•- -8!_.• tom /.805' • O.6g5• • m • Pu ' O _ . _ "� 2 wr p 0.050• A •o 0.050• N • • • j'• OPTIONAL 1 NFCt06016063-T6 • • • OPTIONAL • • • • • • Tl i i • ••• (NFC10 i • • OPTIONAL 06bTi • ()STAN 1A56 NFC700-056063-TB STANDARD CEILING TRACK r.,NFC100A2 60h-% • • • J ".:Li STANDARD 1' & r BUILD OUT ARDAOJ.0-04 STANDARD ADJ. TOP SILL 5 OSTANDARD ADJ. SOL SILL STANDARD WALL TRACK z.455• 0.810' (;:;:i:N\\ / It c tj vTS\ V 1.168• 1.975• c'i 0.0 .700 10.2i 1' 2.956• •-t . 4.6or ©NFC100.06 6063•T6 NFC100-07 6063-T6 NFC100.O6 ® 606346 (� OPTIONAL 180'STARTER \:J F.•V *tr F •3046.. TRENCH STANDARD TRACK TRACK (S.T.) \-/ WAUC OVERTRACK346 STANDARD TRACK (S.T,) R MATET6 ("it',"CENTER ' OPTION t bIr J._iii 2.488• o.t3s• j .4k 1.000' j c I t. 906- IN Alum- 11 MO 6063-T6V-Y o 1 STANDARD TRACK (S.T.)�•-. '� OPTIONAL I _y Q= 4 H 3'ros 1 S i1e QNFC10O.11 15 6005-T5 OPTIONAL NFC100-12 6006.T5 k _ 1---. k 1' l0 5' 1•xtt Alum. AV* 12 r x 1l8• INK. Alum. Arab ® I T T6THK. 6063-T6 HEAVY DUTY CEILING TRACK 18 HEAVY DUTY WALL TRACK I 0.1251111111--- 2"091• 2.O9S 51 2. it 0.26r98rr t� - L. J I i3 00 �! .iLI� j I 025Q'� - ALUMINUM TUBE 0.080 Fi ' "� 21 2.594' 2X31Itl6•; 2%iXtf6'; ���� K I. i1 �.* • �' 2.850 1,190 2XSXN4'; 2X6X118" 559 A K 7 ss NFC100-136061T6 t NFC100.14606346 25 TA 1963 t 6063.76 f16083 TB �' N • ,.�• MEAW DUTY A. TOP SILL t8 HEAW DUTY ADJ. SOT. SILL UN180X CENTER MATE OPTION 2 28 �UNIMATE CENTER MATE (WTKJN 3 ' 41 .0 Ol,t}i' S •Q I d 1 ici Jtl ON P. o in* 3 r. (5 66. Al 2I- 4 Ft LO z�.y 1 2U U i0 .2 I >c-sEl 1 u GSS - 1 GENESIS ACCORDION SHUTTER SYSTEM FL#17558 OM �� ICIU an s • •. Yr�'i'��..' AD1S-12 I ,i,,S8101tP,,, February 20F 16 71h 2015 • • ... • . • ••• .. •• • • •• • •• •• • • • . . •. •• •• •• • • • •• • • •. •••• •• • •• • . •. •• • •• •• • • --- • • IP- • • • • • • • . . . :: : • W U TE MATER MATE • • •• •• 0.250 HITCH PIN •• •" • 0.875' •• • •ass5' ••• •-•- 0.875' 1.320* • • •• ••• • • • r 1 • • • • . • r • • 4 • 0 i ii 1 ..., la • .iri a 1 ro ici�� IU' ..3: v _ 1 ri , O.318* v. - ,- ALUM. LOCKING PIN ��I $ .r 20 0.875' EGRESS PUSH LOCK 0 PUSH LOCK W / HANDLE 0.875' o PUSH LOCK 29 14 19 WITH UNI-BOX CENTER MATES 1,---1,..tiI alb EGRESS 0.8w g .%• TURN LOCK 1,4 s TURN LOCK I_�,�,I EGRESS TURN LOCK #10 SCREW ST/ST 28 OPTION 1 WITH HANDLE OPTION 2 WITHOUT HANDLE 30 (Fu - 189 KSI, Fy .169 KSI) ALL LOCKS MADE BY ALL POINTS February 27th, 2015 1 n S n a.n 6•: t 0 �E G FL{J17558 9OF 111 MAX. SHUTTER SPAN(L) ALLOWABLE DESIGN LOAD POSITIVE NEGATIVE IN PSF PSF <=52 150 200 60 150 200 66 134 178 n 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. CU • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •• • • • • • • • •• • •— • • • • • • • CENTER MATE OPTION 2 w J 0 w v rn w w J z a zy w a 0 b�Ik ,*? TNRu e TURU EXISTING WINDOW GLASS TYPICAL ANCHORS (E(124' O.C. TYP. SUBSTRATE -Ivory Nov (Dec,OR® o 10 TEK SCREW 61 CENTER MATE OPTION 1 24" 0.C. TYP. 0 SECTION W / STARTER AT ENDS TYPICAL ELEVATION STANDARD TRACK NOTES: 1) LOCK SHALL BE LOCATE() WITHIN 18' OF MID -SPAN; 2) FOR SHUTTER SPAN 212 FT USE (2) LOCKS AT 1/3 SPAN; D eUSE0 FOR STANDARD TRACK ONLY. ED FOR SHUTTER SPAN LESS THAN 85' ONLY. UST BE USED WHEN LOCKS®OR®ARE USED R PANS GREATER THAN 144'. 6) LOCK PIN USED WITH�6 IS OPTIONAL EXCEPT ON SHUTTER SPAN GREATER THAN 144'. COO irpii 0 CENTER MATE OPTION 3 SEE NOTES 2 3) LOCK '4) LOCK 5) LOCK ON SH ie i 4 o February 271h. 2015 S S z U) 0. z 0 FU c i S'" or'i, a H z 0 0 FL#17558 4 or18 - 1E{ a • • N ; ▪ 03 9-4r 8' • • • • • • • • ••• • • •• • • • • •• . • • . • •• •• •• • • • •• • • •. •••• •• • •• • • •• • • •• •• • • • • • • • • •• •• • • • (2"x 3"x 1/8" THKALUM. TUBE) • �•• ,••f • • • •• ♦ • •_ • • • •• • • •' • • • • •• • • • • • • • • • • • • • • • • • • S • 5/4 • • • • S. • • • • • • • • •- _ _W • ••• J i Q r \ I 2/0 :OA •• N ;D 1ST. W • i.1" lANCHOR TWA ORTYPE' W • • ' Cl) O 0 0 0 • 1 Z )-Arzexr1/41: LUt�1_a p V7 EACH CE 7 x N SHUTTER WIDTH MAX. 92.3/4' l0 0 0 0 0 0 0 TUBSEEITT 6 THRU DESIGN LOAD FOR INTERMEDIATE ALUMINUM TUBE SHUTTER WEE TU•E TYPE WIDTH (PI.) rx Ex rxEx7/E rl6•i1/v 10.78 - SSPEF 70PeF M ST PSf 70PSF 70PSF 77 60PSE 70PWF 70PSF (2" x 5" x 1/8" THKALUM. TUBE) ELEVATION OPTION 1 SUBSTRATE TYPICAL ANCHORS @ 24" O.C. TYP. #10 TEK SCREW AT 24" O.C. m 1041 .1.1111111 ELEVATION OPTION 2 ID Y- w O/= SUBSTRATE EXISTING GLASS worammommoms -�,`���`• ;r w rn O90 DEGREE SHUTTER OPTION I D 2 PRE' a 1 a FL#17558 I 0 OP IS • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • •• •••• •• • •• • • •• •• • •• • • • DESIGN MAD VS SPAN AND ANCHOR SPACING CHART DESIGN 1.0AD VS SPAN AN11 ANCHOR SPACING CHART T FOTSCRIFRON UPDATE TO 2014PBCII DETAIL lT (TOP) 18CI'A11. III (DOTf0M1 MAX, DESIGN 6181116 CNCRETE CONCRETE i0g1 STRUCTURE CONCRETE BLOCK CONCRETE BLOCK • • YAX • Dts1 NHUTTP � �"' Y / OONCRETI. • 000 ,TguC1'(liji �(WCREIF ilAQf CONCRETE ; BLOCK WHEEL CARRIAGE LOAD SPAN ANCHOR SPACING (In.) ANCHOR SPACING (in.) ANCHOR SPACING fin.) ANCHOR SPACING (in.) ANCHORM SPACING. (in.) • • • • SPAit • •SPACING ♦in.)••4tin.) :AMOR• o8PACING NOR, CI • Ca. ) ► 4 LTIOR swim • (in.) ANCfION SPACING' (In.) TYPICAL ANCHOR SEE CHART AI* •1O x 3.410.HT S.S S.M.S. 3D W/ 7 / 16'0x 5 / 6' O MFAIUMdFIATNYLON BUSHING (TOP ONLY) iO � PSP INCH , TYPE A/8/C1E TYPE E TYPE. A2/02/E21 G TYPE AI/8!/!11 /EI TYPE Cl/P1 PSI' 15(71 TYPE A/tl/C/F TYPE. F. TYPE A2/02/112/ G TYPE Al/RI/Ol /E1 .n,� Ci/El S ...", " rG N y _ �� �'_�� B10x2'410.HT S,E S.M.S CO TYP, TOP BOTTOMti a p -+ 1 . la 71 g of u 60 14.0 14.0 14.0 10.8 14.0 •• • *Ito •• 14,R•• 14R• &7 14,0 tV� IVI O MCY ENGINEERING, INC. GLAZING CONSULTANTS 78 14.0 14.0 14.0 8.3 14.0 •• : 10: ;4.) I 6.7 11,7 s 'n 14.0 6.7 .13 9.3 I8k0•• • .& 14.0• 5.5 9.5 n III 96 114 14.0 14.0 12.6 14.0 14.0 5.7 11.7 9.9 • • • •114 S l 1818• 12.h 110.E 14.0• 4.6 8.0 11 ' d 25 132 14.0 10.9 14.0 4.9 R.5 •'w •13•c •11,9• •8.8••• tta 4.0 6.9 150 13. 0 9. 6 14, 0 4. 3 7. 5 150 10.5 7.8 12. 5 3. 5 6. 1411111 168 11.6 8.5 i3.7 3.8 6.7 168 8.4 6.9 ll.l 3.1 5.4 180 10.8 8.0 12.8 3.6 6.2 180 8.8 6.5 10.4 - 5.1 60 14.0 14.0 14.0 6.7 11. 7 60 14,0 12, 1 14, 0 5.5 9, 5 78 14.0 11.5 14. 0 5.2 9. 0 78 12. 6 9, 3 14. 0 4. 2 7, 3 m 96 12.7 9. 3 14.0 4.2 7. 3 96 10.3 7, 6 12, 2 3.4 5.9 MIN. SEPARATION SEE 40 114 10.7 7. 9 12. 6 3. 5 6. 2 40 114 8.6 6. 4 10, 3 - 5.0 1 CHART G BELOW 1329. 2 6. 0 3. 1 5. 3 132 7. 5 4, 8 8.9 - 3. 8 Td 150509. 8. T 8. 0 9. 6 6 - 4. 7 1.54 6. 6 4,8 7, 8 - 3.8 0 162 7. 5 5. 5 & 9 - 4. 3 162 6. 1 4, 5 7. 2 - 3- 5 60 14.0 11.9 14.0 5.4 9.4 60 13.1 9.7 14.0 4.4 7.6 78 12,5 �9,2 I4.0 4.1 7.2 78 10.1 7.5 12.0 3.4 5,8 O 96 10.I 7.5 12.0 3.4 5.9 96 8.2 6.I 9.7 4.7 t �1 = P 50 114 R.5 6.3 10.1 A.9 IIA 6.9 5.7 7.1 - 4.0 132 7.4 5.4 8.7 - 4.3 132 B.0 4.4 7.1 - 3.5 1 4 4, 7 7.5 - 3. 7 B. 1 - - 10.0 14.0 4.5 7.8 a3.8 ]0.9 8.1 13.0 3,6 8.3 3-5 - - 4.0 GSS -1 GENESIS ACCORDION SHUTTER SYSTEM I GUARDIAN HURRICANE PROTECTION PRODUCTS, INC. ISO WEST 27h STREET HIALEAH, FL 33010 P: (305) 805.7755 1 0 6.7 5.0 8..0 ' 3.9 120 .5 4.0 6.5 - 3.2 144 5.6 4. I 6.7 - 3.3 144 4.6 3.4 5.4 - - 60 11.6 8.5 (3.7 3.t; 6,7 60 9.4 6,8 11,! 3.1 5.4 78 8.9 6.6 10.6 - 5. 1 78 7.2 5.3 8.6 - 4, 2 70 96 7.2 5.3 A, 6 4. 2 70 96 5. 9 4, 3 7, 0 3.4 III 6.1 4.5 7,2 - 3.5 III 4.8 3.6 5.9 - - t 135 b. 1 3, 8 fi. I 135 4.2 3. I 4, 9 m 60Pelf 5. 7 3- 9- - 60 6. 3 4. 7 7. 5 - 3. 7 y/ 78 7R 7.8 7. 8 5.7 9.2 9. 2 - 45. 4.5 78 8.3 4.7 7.5 - 3.7 tl Z Ill 96 6.3 4,7 7.5 '- 3.7 8096 5.1 3.8 6.1 - - w 120 5.1 3.7 6.0 - - 120 4.1 3.0 4.9 - - w \- 60 9. 0 6. 6 10. 7 3.0 5. 2 60 7. 3 5. 4 8. 7 - 4. 2 M103(3' 410-HT S.S 0 78 6.9 5.1 8.2 - 4.0 78 5.6 4.1 6.7 - 3.2 S.M.&IN/ 7/16'0x 7/8' 96 5, 6 4. 1 6. 7 - 3.3 96 4. 6 3.4 5.4 - - TYPICAL ANCHOR LONG NYLON BUSHING 108 5.0 3. 7 5.9 - - 108 4. 1 3.0 4.8 - - SEE CHART ON LEFT (BOTTOM ONLY) 60 8.1 6.0 9.6 - 4.7 60 6.6 4.8 7.8 - 3.8 72 6.7 5.0 8.0 - 3, 9 72 5.5 4.0 6.5 - 3.2 100 84 5.8 4.3 6.9 - 3. 3 100 84 4.7 3.5 5.6 - - 96 ' 5. 1 3. 7 6. 0 - - 96 4. 1 3. 0 4.9 - - 48 8.4 6.2 10.0 - 4.9 48 6.8 5.0 8. 1 - 4, 0 CHART G 60 6. 7 5, 0 R. 0 - 3. 9 60 S. 5 4. O 6. 5 - 3. 2 120 72 5, 6 -4, I 6.7 - 3.3 1 � 72 4.6 3.4 5.4 - - MIN. GLASS SEPARATION CHART 81 5.0 3.7 5.9 - - 81 4. 1 3.0 4.8 - - SHUTTER SPAN SEPARATION FL#17558 48 7.2 5.3 8.6 - 4,2 48 5,9 4.3 7 0 - 3.4 11•.ugb �'� 4j‘ 80 5.8 4.3 6.9 - 3.3 60 4,7 3.5 5.6 - - SPAN SOW OS. �. n.nt a. -a-• 140 66 5. 3 3.9 6.2 - 3.0 140 BB 4.3 3. I 5. 1 - - 60, SPAN P Or y;• ,,� . /I 11 tG 72 4. R 3. b 5. 7 - - 72 3. 9 - 4. 6 - - SS'. SPAN s 12O- Vi. ���� w f ; 7 �"i s.. n .Prm 48 6.3 4,7 7.5 - 3,7 48 5.1 3.8 6.1 ..t. 160 60 5, I 3. 7 6.0 - - 160 60 4. 1 3.0 4, 9 - - +aq.SPAN s14r 2 �r " 7IC1+s-tw 66 4.6 3.4 5.5 - - AS 3.7 - 4,4 - - +N•. SPAN .14r 4' - it i O0 jam IMAMS VES AD15-12 18 5.6 4.1 6.7 - 3.3 48 4.6 3.4 5.4 - - +e5•4SPAN .11.• yl• i.p?�i 180 60 4.5 3.3 5.3 - - 180 60 3.6 - 4.3 - - y • O C '•� ..... 48 5. 1 3. 7 6.0 - - 48 4. 1 3.0 4.9 - -. ..RIOP i A. 6 OP 16 200 57 4. 3 3. I 5. 1 - - 200 57 3. 5 - 4. I - - A ,i,,3810NA�4.. P.l1fIlam • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • •• •• • • • •• • • •• •• • • • • • • 0. DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART • • • • • • • • • • • DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART 61Ax. OES10N LOAD SHUTTER SPAN DETAIL 2aT (TOP) ••• CONCRETE wool SPACING IRA COMMIE ANCHOR SPACING 1nT Y/a00 STRUCTURE ANCHOR SPACING (61.I CONCRETE ROCK moron &PACNO (N-1 4,4 • AN3x/A 6PACINO In) • • • • 10110• • • • SHUTTER SPAN, 1 • • DETAIL 288 (QOTTOM) • •• •• • • 1 • • ,44 0014CREtly • •' • IPSP1 40 10041 67 Ir RAY 11r TYPEA/Sl C.I /IF 110 TYPE E 120 120 12r 132' 141' ILO 120 120 11.7 120 ILO 12.0 10.7 1a1 9.2 1.4 TYPE M/0 121 TYPE A1101 /DI/E1 12.0 12.0 120 11.0 110 9.1 7.0 47 41 43 42 10 TYPE C1/7/ 12.0 13.0 01 to 7.9 7.2 0.1 • VITTT • • • • • • • • a • OWN •ar• ▪ 0' • • - molt48 • A6 SPACING SPA000 In) 111) TYPEAISI TYPE ••3j•;o• • USi •7• 911'. • tar' • =44 1 1141 • s.•• 8.40,4 CONCRETE ROCK CONCRETE BLOCK •A1404Cp SPACING 1h) TYPE N/0 •• • 110 •17.a 11 •020 ANCIION SPACING OA1 1YPEAMI 01 /01/E1 73 6.S 4.7 4.0 ANCHOR SPACING IRA ) TYPE C1/Pl 12.0 111 Lt 41 12r 113 0.3 120 IA E6 103 76 12.0 3.4 1/ 41. 40 90 7r I 12r tar or 7r 9r 11e 47r 70 Sr 7r ILO 120 12.0 ILO IRA 140 12• 120 103 69 aI 7,4 12,0 12.0 121 12.0 12.0 111 73 6.1 4.6 17 13 120 19 7.9 47 1.4 M 10 GO" 1r 9.0 7,1 12,0 110 114 120 32 10 04 103 7r 12A 10.2 121 /1 CO N' 113 13 12.0 33 03 11r 93 7.0 11.3 33 6.6 120' 0.0 6.1 10.7 10 u 132' ILO 110 11.6 49 17 110 10.4 14 7.1 14 120 12.0 12.0 11.4 104 41 4.7 31 12 101 11 46 61 SA 60 O0' 7r u 6.1 12.0 11,1 113 16 93 12.0 120 6,0 19 44 17 1.1 9r 11r 1,4 7,0 71 61 11,2 114 3.1 54 43 126' ILO Or p ITr ur 60. Or 1r Ill' 120 49 13 73 116 49 7,2 at .0 121 130 111 12 4.0 13 9.44 M 9.1 71 6.7 41 4.4 70 00. 71 3.3 111 0.6 66 121 43 4.2 7.6 7r 0.1 73 114 3,3 6.7 N' lit' 61 6.0 49 60 u 0.1 4.7 11 51r ILO 10.6 16 7.4 11/ 7.9 13 66 12.0 120 41 16 102 SI 71 61 10 13 N 110. 7r Or 63 44 113 13 0.7 'A 7.1 62 7.7 120 10.2 M 10 16 13 60 •,I 7r or 106` 100 11/7 7r or ILO 14 711 7,0 40 19 11.41 41 121 4.1 11.1 3.1 I./ 43 7.1 6.4 40 SO 6r 7r 99' 6/ 43 tat 7,4 7.7 S7 63 40 7.3 111 9.2 1.1 13 15 66 43 11 106` 120 140 ISO 40. 7r 91' 4r 6r 1r Or 49' 60' 70' 11.0 SO 631 17 11.6 7.0 0.0 9.0 7.9 60 6,0 19 69 60 113 5.2 11 49 120 y 101 OR 73 1.4 4.9 4.0 33 100 O r 70' 96' 1r 14 6.11 12 46 12.0 10.0 14 10 OA 72 46 13 ..1 33 120 4r /r 7r 17 4.2 93 17 70 41 6.7 4,1 6.6 4,0 9.4 7.6 4,6 61 4,3 /9 10.7 13 0.7 a1 10 11.2 0.1 a9 M 3.3 62 40 13 12 6A 44 3.4 11' 7.2 41 46 43 113 43 12 72 6.1 67 41 3.6 34 140 K 4a 17 11 W S9 111 4.7 er 63 41 7.7 17 Ir 6.0 11 69 n ' 13 SI 4,3 101 u 63 10 4.0 14 160 4r 4.4 3.S 7.I 42 0.7 44 41 6r 47 42 0.7 3.3 70' 4.0 3.6 6.7 TYPICAL ANCHOR SEE CHART ON LE iTJ EXISTING GLASS WHEEL CARRIAGE MIN. SEPARATION SEE TYPICAL ANCHOR SEE CHART ON LEFT CHART G ON SHEET 6 410x3.410-HT S.S S.M.S. WI 7116"0x 518" MEDIUM & HAT NYLON BUSHING (TOP ONLY) #10xr 410-HT STOP TYP. TOP & BOTTOM • 0 • # 10x3" 410-HT S.S S.M.S. W! 7116"00 718' LONG NYLON BUSHING (BOTTOM ONLY) �4%8@IONv��O,, AD15-12 I i y. QK V zoo 24- WE WZ =u 00 W� U U A Y '4g Y FNN 60 rs. 6:i: j6 R � p sr a 03 2 O re O ta FL#17558 N-t1• r m PA 141 10-00 01/#0 00 7 OF 16 February 27Ih 2015 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • , • • • • • • MAX. )•SIGN WAD PSF 25 40 50 60 70 80 90 100 120 • 140 160 180 200 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART 5111111191 SPAN 1NY31 60 78 96 114 132 150 168 INS 60 78 96 114 132 150 162 60 78 96 114 132 153 60 78 96 120 144 60 78 96 114 135 60 78 96 120 60 78 96 ION 60 72 84 96 48 60 72 81 48 60 66 72 48 60 66 48 60 48 57 CONCRETE ANCHOR SPACING (in. ) TYPE A/8/C/F 12.0 12,0 12.0 12, 0 12.0 12.0 12,0 12.0 12,0 12.0 t2.0 12.0 12.0 11.0 10.2 12.0 12.0 12.0 11.6 10.0 8.6 12.0 12.0 11.5 9. 2 7.6 12.0 12.0 9.8 8.3 7.0 12.0 10.6 8.6 6.9 12.0 9.4 7.6 6.8 1I.0 9. 2 7.9 6.9 11.5 9.2 7.6 6.8 9.8 7, 9 7.1 6.5 8.6 6.9 6.2 7, 6 6. I 6.9 5.8 DETAIL. 27 (TOP) CONCRETE ANCHOR SPACING (in.) TYPE E 12.0 12.0 1a.0 12.0 12,0 12.0 11.6 10, 8 12.0 12.0 12.0 10.7 9.2 8. 1 7.5 12.0 12.0 10. 1 8.6 7.4 6.4 12.0 10.4 8.4 6.8 5.6 11.6 8.9 7. 2 6. 1 5. I 10. I 7.8 6. 3 S. I 9.0 6.9 5.6 5.0 8. 1 6.8 5.8 5. I 8.4 6.8 5.6 5.0 7.2 5.8 5,3 4.8 6.3 5.1 4.6 5.6 4.5 5. I 4.3 4000 STRUCTUR E ANCHOR SPACING (1n. ) TYPE A2/92/62 /G 12.0 12, 0 12.0 12.0 12.0 12.0 12, 0 12.0 12.0 12.0 12.0 12.0 12.0 t2.0 12.0 12.0 12, 0 12.0 12.0 11.9 10.2 12.0 12, 0 12.0 10.9 9. I 12.0 12.0 11.6 9.8 8.3 12.0 12.0 10.2 8, 2 12.0 9. 1 8.1 12, 0 10.9 9.3 8.2 12.0 10.9 9. 1 8. I 11.6 9.3 8.5 7.8 10,2 8.2 7, 4 9. 1 7, 2 8.2 6.9 CONCRETE BLOCK ANCHOR SPACING (in.) TYPE A1/81/01/ F.1 12.0 11, 3 9. I 7,7 6.7 5.9 5.2 4. 9 9. 1- 7, 0 5.7 4.8 4.2 3. 7 3.4 7, 3 5.6 4.6 3.9 3.3 8. 1 4.7 3.8 3.0 5.2 4.0 3, 3 4.6 3.5 4, I 3. I 3.7 3.0 3.8 3.0 3.3 CONCRETE BLACK ANCHOR SPACING (in.) TYPE Cl/Fl 12,0 12,0 12.0 12.0 11.6 10.2 9. I 8.5 12.0 12.0 9.9 8.4 7, 2 6.4 5.9 12.0 9.6 7.9 6.7 5.8 5.0 10.6 8, I 6.6 5, 3 4.4 9. 1 7.0 5.7 4.8 4.0 7.9 6. 1 5, 0 4.0 7.1 5.4 4.4 3.9 6.4 5.3 4.5 4.0 6.6 5.3 4.4 3.9 5, 7 4, 5 4. I 3.8 5.0 4.0 3.6 4.4 3.5 4.0 3.3 • D S1GN LOAD VS SPAN AND ANCHOR SPACING CHART 4 AX. • i1FETGN. • LOAD • t • •• • PSF •• •• • 25 • •• 40 50 60 70 80 90 100 120 140 160 180 200 451RITTER • SPAN. • • INCH .60. •78 • egg .1 •114• ISO 168 180 60 78 96 114 132 t50 162 60 78 96 114 132 153 60 78 96 DETAIL 28 (BOTTOM) >TE 4lCRF.TE . ♦. ANCHOR AVM, SPACING FACING •(in) • li', ) TYPE TYPE E A/B/C/F 0 •.12,0. •1240 • 180• 1912. • C,0• 12.0 9.5' 12.0 8.9 12,Q 12.0 12.0 12.0 12.0 10.4 11.9 8.8 10.3 7.6 9. 0 6.7 8.4 6.2 12.0 12.0 12.0 10,3 11.3 8.3 9,5 7.0 8,2 6.1 7. 1 5.2 12,0 11. lL6 8,6 9.4 7.0 WOO STRI TUR •6 ANIXOR SPACING TYPE A2/02/E2 /0 CONCRETE R1.00R A41L71pt •SPA •il ,)tHG TYPE . AI/BI/01/ El .12.0 .. 12.0 12.On 12.0 12.0 12, 0 12.0 12, 9 12.0 12.0 12.0 12,0 10.7 9.9 12,0 12.0 12.0 It 9.8 8.4 12.0 12.0 11.2 9.3 7, 5 • 63 • 5.5 4.8 4.3 4, 0 7, 5 5. 8 4,7 4.0 3.4 3.0 6.0 4.6 3, 8 3.2 5. 3.9 3. I CONCRETE BLOCK ANCHOR SPACING (I n,) TYPE Cl/F1 12.0 12.0 12.0 11, 0 9.5 8.4 7.5 7.0 12,0 10. I 8.2 6.9 5.9 5.2 4.8 10.5 8.0 6.5 6,5 4.8 4, I 8.7 6.7 5.4 120 144 60 78 96 114 135 60 78 96 120 60 78 96 108 60 72 84 96 48 60 72 81 48 60 66 72 48 60 66 48 60 48 57 7,5 5.6 6.3 4.6 12.0 9.5 9.9 7.3 8. 1 6.0 6,8 5.0 5.7 4.2 11.3 8.3 B. 7 6.4 7. 1 5.2 5, 7 4.2 10. 1 7, 4 7.7 5.7 6.3 4.6 5. 6 4. I 9.0 6.7 7,5 5.6 6. 5 4.8 5.7 4,2 9.4 7.0 7.5 5.6 6.3 4.6 5.6 4. 1 8. 1 6.0 6.6 4.8 5,9 4,3 5.4 4.0 7. 1 5. 7 5. 1 5, 2 4.2 3.8 6.3 4.6 5.0 3.7 5.7 4.2 4.8 3.5 8.9 7.5 12.0 11, 8 9.6 8.1 6.8 12.0 10.3 8.4 6.7 11, 9 9.2 7.5 6.6 10.7 8.9 7.7 6.7 11. 2 8.9 7.5 6.6 9.6 7.7 7,0 6.4 8.4 6.7 6. I 7.5 6.0 6.7 5. 7 4.3 3.3 3.8 3, 3 3.0 3. 1 4.4 3.6 7.5 5.7 4, 7 3.9 3.3 6.5 5.0 4. I 3, 3 5.8 4.5 3.6 3.2 5.2 4.4 3.7 3.3 5.4 4.4 3.6 3.2 4, 7 3, 7 3.4 3. I 4. 1 3.3 3.6 3.3 TYPICAL ANCHOR SEE CHART ON LE Z_ C9 0 Z 1= HEEL CARRIAGE MIN. SEPARATION SEE CHART G ON SHEET 6 TYPICAL ANCHOR SEE CHART ON LEFT /-- MEDIUM & HAT NYLON BUSHING (TOP ONLY) TOP & BOTTOM LONG NYLON BUSHING (BOTTOM ONLY) • a. GSS -1 GENESIS ACCORDION SHUTTER SYSTEM CC 5 lam FL#17558 7 VI 011-61-11 AS MUD VL • • ••• • • • ••• •• •• •• • • •• •• • •• • • • • • • • • • • • • •• ••• • • • •• • • • •• • • • • • • • ••• • • • • ••• • ••• ••• • • • • • • • •• • • •• • • • �• • • • • • • DESI;N IGO VS SPAN AND ANCHOR SPACING CHART • • •••f1FS1GN•bYS AND Ann Aa P •K. WAX. MICA LOAD SHUTTER SPAN DETAII 7ft 3T & 38 (TOP 5 B0TT0Y) SHUTTER SPAN 4 • i � � 9ETAIY (p1).: CONCRETE CONCRETE CONCRETE t00D CONCRETE &ACK CONCRETE BLOCK YA%. CONC7 T8 CONCRETE CTNK3thTE C BETE CONCRETE ntocx 88131 t SPACING (in.) ANCHOR SPACING (in.) ANCHOR SPACING (in.) ANCHOR SPACING (in.) ANCHOR SPACING (in.) ANCHOR SPACING (in.) DESIGN 1111e • ANCHOR_ &SPACE/11 �ApNCHOR • A^�' ANCHOR •SPAS , (.j TYPE 0/ •• ANCHOR SPACING (in.) Alm /SI ANCHOR SPACING (in.) TYPE El PSI, INCH TYPE A/R TYPE C/F TYPE D/E TYPE 42/02/E2 /G TYPE TYPE Al/81/DI TYPE El • P81 •• 4►•• I 4 • • 4 WDI• 4 • - • • TWE 9/5WPESC/F • • •(1"1V - • • ••• 25 60 14.0 14.0 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 78 9.0 9.0 9.0 9.0 9,0 96 14.0 14.0 14.0 14.0 14. 0 13.8 96 9.0 9.0 9.0 9, 0 9.0 114 14.0 14.0 14.0 14.0 11. 9 11.6 114 9. 0 9.0 9.0 8. 0 8. 6 132 14.0 14.0 14.0 12.9 JO. 2 10.0 25 132 9.0 9.0 9.0 6.9 7.4 150 14.0 14,0 14.0 11,3 9.0 8.8 150 9.0 9.0 9.0 6.I 6.5 168 14.0 14, 0 13.0 10. 1 8 1 7.9 168 9.0 9, 0 9.0 5.4 5, 8 180 14.9 14.0 12, 1 9.4 7.5 7. 3 180 9.0 9.0 9. 0 5. 1 5.5 40 60 14.0 14.0 14.0 14.0 14.0 14.0 40 60 9.0 9.0 9.0 9, 0 9.0 78 14.0 14.0 14.0 13. 8 11. 3 10, 9 78 9.0 9,0 9. 0 7. 3 7, 9 96 14.0 14.0 14, 0 11.2 9.2 8. 9 96 9.0 9.0 9.0 5.9 6.4 114 14,0 14.0 12.3 9.4 7.7 7,5 114 9.0 9.0 8.9 5.0 5.4 132 12, 7 14.0 10.7 8.1 6.7 6.4 132 9.0 9.0 7, 7 4, 3 4.6 ISO 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 50 60 14.0 14.0 14,0 14.0 11.9 11.4 50 60 9,0 9.0 9.0 7.6 8.2 78 )4,0 14.0 14.0 11,1 9.2 8.8 78 9.0 9.0 9.0 5.9 _ft3 5, 1 96 14.0 14.0 11,8 9.0 7, 4 7. 2 96 9,0 9, 0 8.4 •4, 8 114 11 9 14.0 10,0 7.6 6.3 6.0 114 8.8 -9,0 7,1 4.0 4.3 132, 10. 3 14. 0 8. 6 6.5 5. ♦ 5. 2 132 7.6 9.0 6, 1 3,5 3, 7 153 8.9 12.2 7.4' 5.6 4,7 4,5 153 6.5 8.3 5.3 3.2 60 60 14,0 14.0 14.0 12.0 10.0 9.6 60 60 9. 0 9.0 9.0 6, 3 6, 8 78 14,0 14.0 12.2 9.3 7.7 7.4 78 9.0 9.0 8.6 4.9 5, 2 96 11,9 14.0 9.9 7.5 6.3 6.0 96 8. 7 9.0 7, 0 4, 0 4.3 120 9, 5 13. 1 7.9 6.0 5.0 4.8 120 7.0 8.8 5.6 3. 2 3.4 144 7.9 10.9 6.6 5.0 4.2 4.0 144 5.8 7,3 4,7 - 70 60 14.0 14.0 13.7 10 3 8.6 8.3 - 70 60 • 9.0 9.0 9.0 5. 4 S. 8 78 12.6 14,0 10.5 8.0 6.7 6,4 78 9,0 9.0 7.4 4, 2 96 10. 2 14. 0 8. 4 6. 5 5. 4 5, 2 96 7, 4 9. 4 6.0 4.5 3, 7 114 8.6 11.9 7,2 5.4 4.6 4.4 - - 114 4.3 7,9 5.1 3.1 135 7,3 10,0 6.1 4.6 3.8 3.7 135 5.3 6.7 4.3 - 80 60 14.0 14.0 12.0 9. 1 7.6 7.3 80 60 9.0 9.0 8, 4 - 8 5. 78 11,0 14.0 9.2 7.0 5.9 5.6 78 8.0 9, 0 6.5 , 3, 7 I 3.9 96 9, 0 12.4 7, 5 5, 7 4.8 4. 5 96 6.5 8.3 5, 3 - 120 7.2 9.9 6.0 4.5 3.8 3.6 120 5, 2 6. 6 4. 2 - 3.2 - 90 60 12.8 14.0 10.7 8.1 6.8 6.6 90 60 9.09.0 7.6 4. 2 4. 5 78 9.8 13.6 8.2 6, 2 5.2 5.0 78 7. I 9.0 5, 8 3.3 3.5 96 8.0 11, 1 6.7 5. 0 4,2 4.0 96 5.8 7. 3 4. 7 - - 108 7.1 9.8 5.0 4.5 3.8 3.6 108 5.1 6.5 4.2 60 11.5 14.0 9.7 7. 3 6. 1 5.8 60 8.3 9, 0 6.7 3.8 4. 1 100 72 9, 6 13,3 8, I 6. 1 5, I 4.9 72 7.0 8.8 5.6 3.2 84 8.2 11.4 6.9 5.2 4, 4 4.2 100 84 6.0 7.6 4.8 3.4 9 96 7. 2 10.0 8.0 4, 5 3.8 3.6 96 5. 2 6.6 4.2 48 12.0 14.0 10, 1 7, 6 6.4 6. 1 48 8. 7 9.0 7.0 4. 0 3 120 60 9. 6 13.4 8. 1 6, 1 5. 1 4, 9 60 7,0 8. 8 5.6 9. 2 4, 72 B. 0 11. 1 6.7 5. 1 4.3 4. 1 120 72 5.8 7,3 4. 7 3. 4 81 7.1 9.9 6.0 4.5 3.8 3.6 81 5.1 6.5 4.2 - 48 10.3 14.0 8.7 6.5 5.5 5.2 48 7.4 9.0 6.0 3.4 140 60 8.3 11.5 6.9 5.2 4.4 4.2 60 6.0 7,6 4.8- - 3.7 - 86 7.5 10.5 6,3 4,7 4.0 3.8 14066 5.4 6.9 4.4 7 72 6.9 9.6 5.8 4.3 3.7 3.5 72 5.0 6.3 4.0 48 9. l 12. 6 7, 6 5.7 4.8 4.6 48 6.5 8, 3 5.3 3.2 ISO 60 7.3 10.1 6.1 4.6 3.9 3.7 ISO 60 5.2 6.6 4.2 - 6 66 6.6 9.2 5.5 4. 1 3.5 3. 3 66 4. 7 6.0 3.8 - 180 48 A, 1 11. 2 6. 8 5. 1 4.3 4. 1 48 5. 8 7, 3 4. 7 - 6 60 6.5 9, 0 5.4 4. 1 3.5 3.3 180 _ 60 4.6 5.9 3.7 - - 200 48 7.3 10. I 6. I 4.6 3.9 - 3.7 48 5.2 6.6 4.2 57 6. 1 B. 5 5. 1 9.13 3. 3 3. 1 200 57 4. 4 5, 6 3. 5 - - 2 TYPICAL ANCHOR SEE CHART ON LEFT WHEEL CARRIAGE $10x3" 4t0.HT S.S S.M.S. W► T / 1610x 5 ► 8' MEDIUM & HAT NYLON BUSHING (TOP ONLY) MIN. SEPARATION SEE CHART G ON SHEET 6 MIN. EDGE DIST. - $10x3" 410-HT S.S S.M.S. NO7/16.0x7/a" LONG NYLON BUSHING (BOTTOM ONLY) 3►16"0 RIVETS OR $ 0 TEKS 6" O,C. f TYPICAL ANCHOR 4 SEE CHART ON LEFT TOP & BOTTOM MIN. $10x2" 410-HT SS S.M.S. TYP. TOP & BOTTOM O. O. I g3116'43 RIVETS OR < $10TEKSI 6'O.C. EDGE DIST. .4L4111411/44 ���`e'v rr�pON 'y aus A ►1 M AO .my n-m NM ' ADS 15 12 i 81 a 2 a FL#17558 M-F• Y RTC 9OF16 • • ••• • • • ••• •• •• • • •• • •• •• •• • • • • •• • • • • • ••• • • • • •• • •• • • • • • • • • • • • • • • • DESIGN LOAD VS SPAN AIM ANCHOR SPACING CHART DESIGN IOAD VS SPAY AND ANCHOR SPACING CHART MAX. DESIGN LOAD SHUTTER SPAN DETAtl. 48 (8017014) DETA 1.58 (ROT1N) CONCRETE CONCRETE CONCRETE CONCRETE 849CK CONCRETE BLOCK DESIGN LOAD I��,�1C�,COHgtET&ETF4 ""' 61.00R ANCHOR SPACING (in,) ANCHOR SPACING (in,) ANCHOR SPACING (in.) ANCII011 SPACING (in.) ANCHOR SPACING (in.) • . ..,.. SPACING (in.) ANCIII; SPACING (in. i, +NCI SPACING •(inS1 ANWOR •SPACING ' (in.) •,�tiIn.t: TYPE *ANCHOR 4 SI.CIHG4 TYPE El PSF INCH TYPE AA TYPE C/F TYPE D/E TYPE A1/Bt/DI TYPE Et PSF INCH TYPE A/8 TYPE C/F TYPE WEAl/B 25 60 17.0 17.0 17.0 17.0 17.0 25 60 15.0 15.0 15.0 15,0 15.0 78 17.0 17.0 17.0 17.0 17,0 78 15.0 15,0 15.0 1 "AU li0 .15.0 • 15.0 • • •5•0 • .15.0.• (b,0• K.041 96 17.0 17.0 17.0 17.0 17.0 96 15.0 114 17.0 17,0 17.0 16.7 14,6 114 15.0 15,0 132 17.0 17.0 17.0 14.5 12.6. 132 15.0 15.0 15.• • 190 • 14.6•• ISO 17.0 17.0 17,0 12,7 11.1 150 15,0 15.0 15.S • 14:4 • * 1268 .)' •1210,7- 168 17.0 17.0 16.5 11.4 9.9 168 15.0 15.0 15,0 180 17.0 17,0 i5.4 10.6 9.3 (80 15,0 15.0 15.0 12.0 10.0 40 60 17.0 17.0 17.0 17.0 17.0 40 60 15.0 15.0 15.0 15.0 15.0 78 t7.0 17.0 17,0 35.3 13.4 78 15.0 15.0 15.0 15.0 14.4 96 17.0 17.0 17,0 12.4 10.9 96 15.0 15.0 15.0 14.0 11.7 114 17, 0 ' 17.0 15. 2 10. 5 9, 1 114 15.0 15,0 15. 0 11,8 9.9 132 15.3 17.0 13.1 9.0 7,9 132 15.0 15,0 14,2 10.2 8.5 150 13.5 17.0 11,6 7,9 7,0 150 14.4 15.0 12,5 9.0 7.5 162 12.5 17.0 10.7 7.4 6.4 162 13.3 15.0 11.6 8.3 6.9 50 60 17,0 17,0 17.0 15.9 13.9 50 60 15.0 15.0 15.0 15.0 15.0 78 17.0 17.0 17.0 12,2 10.7 78 15.0 15,0 15.0 13.8 11.5 96 36,8 17.0 14.4 9,9 8.7 96 15.0 15.0 15.0 11,2 9.4 114 14.2 17,0 12.2 8.4 7.3 114 15.0 15.0 13.1 9,4 7.9 132 12.2 17.0 10. 5 7,2 6.3 132 13.1 15.0 11.3 8.2 6.8 153 10.6 15.5 9.1 6.2 5.5 .i_ 15.13 9.8 7. 0 5_9 60 60 (7.0 17.0 17.0 17.0 17.0 80 60 I5.0 15.0 I5.0 14.9 12.5 78 17.0 17, 0 17, 0 15. 2 14.6 78 15 00 15. 0 15.0 11.5 9,6 96 17.0 17.0 17.0 12.4 11.9 `` 96 15.0 15.0 13.0 9.3 7.8 120 17.0 17.0 15.8 9.9 9.5 1120 15,0 10.4 7.5 6.3 144 15.7 17.0 13.1 8.3 7,9 14 10.0 . 15.0 8.7 6.2. 5.2 70 60 17,0. 17.0 17,0 17.0 16.3 70 60 15.0 15.0 154 12.8 10.7 78 17.0 17,0 17.0 13.1 12.6 78 15.0 15.0 t3,7 9.9 8.2 96 17.0 17.0 16.9 10.6 10.2 96 12.8 15,0 11.1 8,0 6.7 114 17.0 17,0 14.2 8.9 8.6 114 10.8 15.0 9.4 6.7 5.6 135 14.4 17,0 12. 0 7. 5 7.3 135 9. 1 13. 8 7.9 5.7 4.8 80 60 17.0 17.0 • 17.0 14.9 14.3 80 60 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 8.5 7,2 96 17.0 17,0 14. 8 9.3 8,9 96 it. 2 15.0 9. 8 7.0 5.9 120 14. 1 17.0 .11.8 7.4 7.1 120 9.0 13.6 7, 8 5.6 4. 7 90 60 17.0 17.0 17.0 13.2 12.7 90 60 15.0 15.0 13.9 10.0 8.3 78 17.0 17,0 16. 2 10.2 9.8 78 12.3 15.0 10.7 7.7 6.4 96 15.7 17,0 13. t 8.3 7.9 96 10,0 I5.0 8.7 6,2 5,2 108 14.0 17.0 11.7 7.3 7.1 108 8.9 13.4 7.7 5.5 4.6 100 60 17.0 17.0 17.0 11.9 11,4 100 60 14.4 15.0 12.5 9.0 7.5 72 17.0 17.0 15.8 9.9 9.5 72 12.0 15.0 10.4 7,5 6.3 84 16.1 MO 13.5 8.5 8.2 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 . 120 48 17.0 17.0 17,0 12. 4 11.9 120 48 15.0 15.0 13,9 9.3 7.8 60 17.0 17.0 15, 8 99 9.5 60 12.0 15.0 10.4 7,5 6.3 72 t5.7 17.0 13. 1 8.3 7.9 72 10.0 15.0 8.7 6.2 5,2 81 14.0 17.0 II.? 7.3 7.1 81 8.9 13.4 7.7 5.5 4.6 140 48 17.0 17.0 16.9 10.6 10. 2 140 48 12.8 15.0 11. 1 8.0 6.7 6Q 16.1 17.0 13.5 8.5 8.2 60 10.3 15.0 8.9 6.4 5.4 66 14.7 17.0 12.3 7, 7 7.4 86 9.3 14.1 8,1 5.8 4.9 72 13.5 17.0 11.3 7,1 6.8 72 8.6 13.0 7.4 5.3 4. 5 160 48 17.0 17.0 14.8 9. 3 8.9 48 11.2 15.0 9.8 7.0 5.9 60 14. I 17,0 II: 8 7.4 7. 1 160 60 9.0 13.6 7.8 5.6 4.7 66 12.8 17.0 10.7 6.8 6.5 66 8.2 12.4 7.1 5.1 4.3 180 48 15,7 17.0 13.1 8.3 7.9 48 10.0 15.0 8.7 6,2 5.2 60 12.6 17.0 10.5 6.6 6.3 tao 60 8.0 12.1 6.9 5.0 4.2 200 48 14.1 17,Q 11,8 7.4 7.1 48 9.0 13.6 7.8 5.6 4.7 57 11.9 16.4 10,0 6,3 6.0 200 57 7.6 11,5 6.6 4.7 3.9 • •• • • MIN. SEPARATION SEE • CHART G ON SHEET 6 • #10x3' 410-HT S.S. .M,S. W17/16"0x 718' • • •s• 4.ONG NYLON BUSHING (BOTTOM ONLY) 3116"0 RIVETS • • • z • •6 • • 1-• ©_' • • • fA • • • 3/16'0 RIVETS OR #10 TEKS 6" O.C. • ••• •• fir r: . TYPICAL ANCHOR SEE CHART ON LEFT z O MIN. SEPARATION SEE CHART G ON SHEET 8 #10x2" 410-HT S.S S.M.S. W/ 7/18.0x 5/8' LONG NYLON BUSHING (BOTTOM ONLY) TYPICAL ANCHOR SEE CHART ON LEFT 3/16 0 RIVETS OR ▪ #10 TEKS 6" O.C. o 0.500'MIN. EDGE DIST. EDGE DIST. O.*Ire aus a a FL#17558 44-4►14 w0400 + ram IY February 27th, 2015 I10 Cl' l6 • • ••• • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• • • •• •••• •• • • •• • • •• •• • •• • • • DESIGN LOAD VS SPAN AND ANCHOR SPACING CHARTIF MA . DESIGN 1 S101TTFR SPAN WWI 88 (BOTTOM) CONCRETE. CONCRETE WOOD BLOCK CONCRETE BLOCK ALM 6063. T6 ANCHOR SPACING (in.) ANCHOR SPACING (In,) ANCHOR SPACING (In.) ANCHOR SPACING (in,) ANCHOR SPACING (in.) ANCHOR SMILING On.0 - • i/{'TEKS PSP INCH A B/ E TYPE E TYPE A2/52/E2/ G TYPETYPE AI/Ri/DI/E 1 Cl/PI 25 W 9,0 9,0 9.0 9.0 9.0 9.0 78 9.0 9, 0 9.0 9.0 9.0 9.0 • 96 9.0 9. 0 9.0 9.0 9.0 9, 0 • 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 6,3 9.0 9.0 •4 168 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 40 60 9,0 9,0 9.0 9,0 9,0 9.0 78 9.0 9.0 9.0 7,6 9,0 9.0 96 9.0 9.0 9.0 - 6, 1 9, 0 9.0 114 . 9.0 9.0 9.0 5.2 9.0 9,0 120 9.0 9. 0 9. 0 4.9 8, 5 9.0 150 9.0 8.7 9.0 3.9 6,8 9.0 162 9.0 8.1 9.0 3.6 6.3 9.0 50 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 96 9. 0 9.0 9.0 4, 9 B. 5 9.0 114 9.0 9.0 9.0 4. I 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 5.4 7.6 60 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 96 9, 0 9, 0 9, 0 4. 1 7. 1 9.0 120 9.0 7.3 9.0 3.3 6.7 8, 1 l44 8. 2 6,1 9, 0 - 4. 7 6. 8 70 60 9.0 9.0 9.0 5,6 9.0 9.0 78 9.0 9,0 9.0 4,3 7.5 9.0 06 9.0 7.8 9.0 3.5 6, I 8.7 • 114 8.9 6.6 9.0 - 5.1 T,3 135 7. 5 5.5 8.9 - 4, 3 6. 2 80 60 9, 0 9.0 9.0 4. 9 8.5 9.0 78 9: 0 8, 4 9.0 3.8 6.6 9.0 96 9.0 6,8 9.0 3.1 5.3 7.6 120 7, 4 5.4 8.8 - 4.3 6. 1 90 60 9, 0 9.0 9.0 4.4 7.6 9. 0 78 9.0 7.4 9.0 3.4 5.8 8,3 96 8.2 6.1 9.0 - 4.7 6.8 108 7.3 5.4 8.6 - 4.2 6.0 100 60 9, 0 8, 7 9.0 3, 9 6.8 9, 0 72 9.0 7.3 9.0 3.3 5, 7 8, 1 84 •8.4 6.2 9.0 - 4.9 6.9 96 7,4 5.4 8.8 - 4.3 6.1 48 9.0 9,0 9,0 4,I 7.t 9.0 120 60 9.0 7.3 9.0 3.3 5.7 8.I 72 B.2 6.1 9.0 - 4.7 6.8 81 7.3 5,4 8.6 - 4.2 6,0 48 9.0 7,8 9.0 3, 5 6. l 8.7 140 60 8. 4 6. 2 9. 41 - 4,9 6. 9 66 7,7 5.7 9.0 - 4,4 6,3 72 7,0 5.2 8.3 - 4,1 5.8 48 9.0 6.8 9.0 3.1 5.3 7.6 160 60 7.4 5.4 8.8 - 4.3 6.1 66 6.7 5.0 8,0 - 3.9 5,5 180 48 8.2 6.I 9,0 - 4.7 6,8 60 . 6. 6 4. 8 7, 8 - 3. 8 5, 4 200 48 7.4 5, 4 8.8 - 4.3 6. 1 . 57 6, 2 4, 6 7.4 _ - 3.6 5. 1 ••• ••• • • • •• • • • • • • • • • • • • • • • ••• • • • • • • •• • • • •• •• • • • • t' y • • • • • • TYPICAL ANCHOR SEE CHART ON LEFT • N104" 410-HT S.$ S.k4.8. W/7 / 18'0x 718" I4NG NYLON BUSHING • (BOTTOM ONLY) SCREW SEE CHART 11" MIN, FOR SPACING 1/4'0 x 3/4' TEK MIN. SEPARATION SEE CHART G ON SHEET 6 OW" 410-HT S,S .M.S,W/1116"9x7/8" ONG NYLON BUSHING (BOTTOM ONLY) s TYPICAL ANCHOR 15'O.CPER TESTED SPACING 0 II 4 CONCRETE MIN. EDGE DIST. 4 O 0 a N Og se %l 0 a E FL#17558 s,c xn uao WT•10 00 AD15-12 11 OF 10 WSJ • • ••• • • • ••• •• •• •• • •• • •• •• • • • • • • •• •• •• •• • • • •• • • • •••• • • •• • • •• •• • •• • • • • IDOL DESIGN LOAD SIKIITER SPAN -... _.----- - - -_-.-. -..-...- ........ IIETAIL 7T (TOP) ura SfslimC07CREiF nee umu •3 3rNxr AI9I 99U1u9 SPACING CHART DETAIL 78 (ROTTORZ CONCRETE CONCRF,TE ROOD CONCRETE BLOCK CONCRET E BLOCK AUK 6063-18 1Gz DESIGN LOAD CONCRETE 4 BLOCK• CONCRETE •�•• ALUIL. 6063-76 ANCHOR SPACING (in.) ANCHOR SPACING (in.) ANCHOR SPACING (In.) ANCHOR SPACING (in.) ANCHOR SPACING (in,) ANCHOR SPACING (in.) SPAN ANCHOR SPACING A SPAT (in..1 • •'IPA ING4 (i•) AVOR SPACING • (in.)• • SWCII1C4 44.,1 • ANCHOR SPACING 4 PSF INCHA/ TYPE TYPE E TYPE A2/92/52 /4 TYPE(In.) AI/8l/DI /El TYPE C1 I/4'TEKS PSF INCH TYPE / • TYPE E g TYPE• A2/02/E2 /C TYPE Al/B1/01 /El • TYPE4 •Cl/F! sin,1 !//'TEK S 25 60 9, 0 9. 0 9. 9. 0 9. 0 9, 0 60 9. 0 9. 0 9. 0 9. 0 9, 0 9. O 78 9.0 9,0 9.0 9.0 9.0 9.0. 78 9.6 9.0 _ .d . 9, 96 9.0 9.0 9. 0 9. 0 9. 0 9. 0 96 9.0 9.0 - 1 0 •"$,Qry,O�• AO 114 9,0 9.0 9. 0 9. 0 9.0 9.0 114 9. 0 9,0 let • .9.0 703 i • • •10 • 49.04. 1 9, 0• 120 9. 0 _ 9. 0 9. 0 8, 9 9.0 9, 0 25 120 9.0 9.0 9. 0 1 4 7.95 • V, 0 • 150 9.0 9. 0 9.0 7. 1 9.0 9. 0 150 9.0 9.0 •!. 0 r 6.11 • 9.0 • _1. 0 4 168 9,0 9.0 9.0 6.4 9.0 9.0 168 9,0 9.0 9.0 5.3 9.0 9.0 180 9.0 9.0 9.0 5.9 9,0 9.0 180 9.0 9.0 9.0 5.0 8.7 9.0 40 60 9.0 9.0 9, 0 9.0 9.0 9, 0 60 9, 0 9.0 9.0 9.0 9.0 9.0 7R 9.0 9.0 9.0 8.6 9.0 9.0 78 9.0 9.0 9.0 7.2 9.0 96 9.0 9,0 9.0 7.0 9,0 9.0 96 9.0 9.0 9.0 5.8 9.0 9.0 9.0 114 9.. 9.0 9.0 5.9 90 9.0 40 114 9.0 9.0 9.0 4.9 8.5 9.0 120 9.0 9.0 9, 0 5. 6 9.0 9.0 120 9.0 9.0 9.0 4.7 8. 1 9.0 150 9,0 9.0 9,0 4.5 7.7 9.0 150 9 0 8.3 9.0 3.7 6.5 7,8 162 I 9,0 9.0 9.0 1 4.1 7,2 9.0 162 9.0 7.7 9.0 3.5 6.0 7.2 50 60 9,0 9.0 9.0 6.9 9.0 9.0 50 60 9,0 9,0 9.0 7.5 9.0 9.0 78 9.0 9,0 9,0 6.9 9.0 9.0 78 9.0 9.0 9.0 5.8 9.0 9.0 96 9. 0 9. 0 9. 0 5, 6 9.0 9.0 96 9. 0 9. 0 9. 0 4, 7. $, I 9, 0 114 9.0 9.0 9.0 4,7 8.2 9.0 114 9.0 8.7 9.0 3.9 6.8 8.2 132 , 0 9.0 9.0 4, 1 7, 0 9.0 132 9.0 7. 5 9.0 3, 4 5. 9 153 9.0 7.8 9.0 3.5 6.1 9.0 153 6.8 6.5 9.0 - 5.1 7. 1 60 60 9. 0 9.. 9 0 .4 9.0 9.0 60 60 9. 0 9. 0 9. 0 6. 2 9. 0 6.1 78 9.0 - 9.0 9,0 5.7 9.0 9.0 78 9.0 9.. 90 4. 8.3 9.0 '.0 96 9.0 9.0 9.0 4.6 - 8. 1 9, 0 96 9.0 8,6 9.0 3.9 6 8 120 9.0 8,2 9.0 3.7 _ 6.5 9,0 120 9,0 6,9 9,.0 - 3.1 5.4 8.2 144 9.0 6.9 9.0 3.1 5.4 9.0 144 7.8 5.8 9.0 - 4.5 6.5 70 60 9,0 9. 0 9. 0 6. 4 9.0 9.0 70 60 9. 0 9. 0 9. 0 5. 3 9. 0 5.4 78 9.0 9.0 9, 0 4.9 8.5 9.0 78 9.0 9.0 9, 0 4. 1 7. 1 9. 0 96 9,0 8.8 9.0 4.0 6.9 9,0 96 9.0 7,4 9.0 3.3 5.8 8.6 114 9.0 7,4 9.0 3.4 5.8 9.0 114 8.5 6.2 9.0 - 4.9 7.0 135 8.5 6.3 9.0 - 4.9 _ 9.0 135 7, 1 5.3 8.5 - 4. 1 5.9 80 60 9.0 9.0 9.0 5.6 9.0 9.0 go 60 9.0 9.0 9.0 4.7 8,1 5.0 78 9.0 9,0 9.0 4.3 7.5 9, 0 78 • 0 8.0 9 0 :. 2 9.0 96 9.0 7.7 9.0 3.5 6,1 9.0 96 6.8 6.5 9.0 .6 - 5.1 7 5 120 8.4 6.2 9.0 - 4.8 9.0 120 7.0 5.2 8.3 - 4.1 6.1 60 9.0 '.0 '. 0 5.0 8.6 9 0 60 9.0 9.0 9.0 4.2 2 4.9 90 78 • 0 B.5 90 3.8 66 90 78 9.0 7,I 9.0 3.2 7, 6,6 8.7 90 8.3 6,9' 5.49. 0 90 7.8 5.89. 2 4. 0 6.7 1 108 8.3 6.1 4.6 8 9.0 108 6.9 5.! 1 62 - 9.0 4. 4 60 - 9.. 9.' 7. 9.0 60 9.0 8.3 9.0 3,7 6.5 4.8 100 72 9.0 8.2 9.0 3.7 6.5 .9.0 72 9. Q 6.9 9.0 3. 1 5.4 7.8 - 84 9. 0 7. 1 9.0 3.2 5.5 9.0 E00 84 8.0 5.9 9.0 - 4. 6 6.5 9 96 8.4 6.2 9.0 - 4,8 9.0 96 7,0 5.2 8.3 - 4 4.9 120 60 9. 0 8.2 9. 0 3. T 6. 5 9. 0 60 9, 0 6 9 9. 0 3.1_ 6,8 5. 4 8.2 72 9, 0 6.9 9. 0 3. 1 5. 4 9. 0 120 72 7,8 5.8 9. 0 - 4. 5 6. 5 5. 8 81 8.3 6.1 9.0 - 4,8 9,0 81 6.9 5.1 8.2 - 4.0 4 48 9.0 8, 8 9.0 4, 0 6.9 9.0 48 9.0 7. 4 9.0 3.3 5.8 4.8 140 60 9.0 7. 1 9.0 3, 2 5.5 9.0 60 8.0 5.9 9.0 - 4.6 7.0 66 8.7 6.4 9. 0 - 5.0 9.0 140 66 7.3 5.4 8.7 - 5.6 72 8.0 5.9 9,0 - 4.6 9.0 72 6.7 4.9 7,9 - 4.2 3.9 5, 1 48 9.0 7,7 9.0 3,5 6.1 9.0 48 8.8 6.5 9.0 5.1 4,7 180 60 8.4 6.2 9.0 - 4. 8 9.0 160 60 7.0 5, 2 8.3 - 4. 6.1 6 66 7.6 5.6 9.0 - 4.4 9.0 66 6.4 4,7 7,6 1 3,T 4.9 180 46 9.0 6.9 9.0 3,{ 5.4 9.0 48 7.8 5.8 9.0 - 4.5 4,4 6 60 7. 4 5.5 8.8 - 4, 3 9.0 180 60 6.2 4.6 7. 4 5.4 - 200 48 A. 4 6. 2 9,0 - 4. 8 9. 0200 48 7. 0 5. 2 0.3 - 3.6 4.3 57 7. 1 5.2 8. 4 - 4. 1 9.0 57 5.9 4, 4 7.0 4, I 3.4 4. 9 4. 1 Ab TYPICAL ANCHOR • SE%4CHART ON • • • LE • • • • • • • • • • • -• • •• ••• • 't 2 es 6 114.0 - 20x3/4• S.S. BOLTS WI NUT S WASHER 111 V O.C. WHEEL CARRIAGE 810x3' 410•11T S.S S.M.S. WI 7 / 16'04 516• MEDIUM & HAT NYLON BUSHING (TOP ONLY) MIN, SEPARATION SEE CHART G ON SHEET 6 1.4AIN. EQ. #10x2" 41044T S.S M.S. TYP, TOP 8 BOTTOM TYPICAL ANCHOR SEE CHART ON LEFT 8108,2' 410-HT S.S S.M.S. W/7/16'087/6'MEDIUM . NYLON BUSHING (BOTTOM ONLY) 3116.0 RIVETS OR /10 TENS 6' O.C. 114'0 x 314' TEN SCREW SEE CHART FOR SPACING •MIN, 3116'0 RIVETS OR 610 TEKS a 6' O.C. " 444444 " 424, • February 27th. 2015 I I 0 0 a a a FL#17558 nns 110-111-u 4N1x d i4i n r4n•R RL Per •-44 4M1041 is AD15-12 .l® O7 1.6 I • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• • • • a • ••. mr DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD SHUTTER SPAN DETAII. 98 (BOTTOM) CONCRETE CONCRETE CONCRETE BLOCK CONCRETE BLOCK CONCRETE CONCRETE BLOCK Cot E • &'pT CONCRETE BL ANCHOR SPACING (in.) ANCHOR SPACING (in.) ANCHOR SPACING (in.) ANCHOR SPACING (in.) ANCHOR SPACING (in.) ANCHOR SPACIN4j (in.)• •A FjQR SP T • (in. )0 •ANCII�DpIf %PACING ((s,ii)• PSF INCH TYPE A TYPE C TYPE D TYPE.E/F TYPE Al TYPE El/El • • TYPECI TYPE DI 25 60 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 78 6. 5 6. 5 6. $ 6, 5 6. 5 6. 5 6,..5 6. 5• 96 6. 5 6. 5 6, 5 6. 5 6. I 6. I • %. 5 _ 6.S 114 6. 5 6. 5 6, 5 6. 5 5, 1 5,„1 • • b. 5 • . . • • 6.46 • 132 6. 5 6, 5 6. 5 6. 5 4, 4 4. 4 603 • • 6 •I • 150 6, 5 6. 5 6. 5 6. 5 3, 9 3. 9 • : 5 �^i• . 168 6.5 6.5 6.5 5.8 3.5 3.5 .016• -5.0 4.8 180 6.5 6.5 6,5 5.4 3.2 3.3 4.6 4.4 40 60 6. 5 6. 5 6. 5 6. 5 6. L 6. 1 6. 5 6. 5 78 6. 5 6, 5 6. 5 6. 5 4. 7 4. 7 6. 5 6, 4 96 6. 5 6. 5 6. 5 6. 3 3, 8 3. 8 5, 4 5. 2 114 6.5 6.5 6.5 5.3 3.2 3,2 4,6 4.4 132 6. 0 6, 4 6. 5 4. 6 - 4. 0 3, 8 150 5.3 5.6 6.5 4,0 - - 3.5 3.3 162 4. 9 5. 2 6. 0 3, 7 - - 3. 2 3. 1 50 60 6.5 6. 5 6. 5 6. 5 4. 9 4, 9 6. 5 6. 5 78 6.5 6.5 6.5 6,2 3.7 3.8 5.4 5.1 96 6, 5 6. 5 6. 5 5. I 3. 0 3. 0 4. 4 4, 2 114 5,6 5.9 6.5 4.3 - - 3.7 3.5 132 4, 8 5. I 5. 9 3. 7 - - 3, 2 3.0 153 4.2 4.4 5.1 3.2 - - 60 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, I 3,1 4.5 4.3 96 5. 5 5, 8 6. 5 4. 2 - - 3, 6 3. 5 120 4. 4 4, 7 5.4 3. 4 - - - - 144 . 3. 7 3, 9 4. 5 - - - - - 70 60 6. 5 6. 5 6. 5 5. 8 3. 5 3. 5 5. 0 4, 8 78 5.8 6.2 6.5 4.4 - - 3.8 3.7 96 4. 8 5, 0 5. 8 3, 6 - - 3. 1 - 114 4.0 4.2 4.9 3,0 - - - - 135 3.4 '3.6 4.I - - - - - 80 60 6.5 6.5 6.5 5,1 3,0 3.0 4.4 4,2 78 5. 1 5.4 6, 3 3, 9 - - 3. 3 3. 2 96 4.2 4.4 5.1 3.2 - - - - 120 3.3 .3.5 4.l - - - 90 6 60 5.9 6.2 6.5 4.5 - - 3,9 3.7 78 4. 5 4. 8 5. 6 3. 5 - - - - 95 3,7 3,9 4,5 - - - - - 10$ 3. 3 3. 5 4. 0 - - - - 60 5.3 5,6 6.5 4.0 - - 3.5 3.3 100 72 4.4 4.7 5.4 3,4 - - - - 84 3. 8 4. 0 4, 6 - - - - 96 3. 3 3- 5 4, 1 - - 48 5.5 5.8 6.5 4.2 - - 3.6 3.5 120 60 4,4 4,7 5.4 3.4 - - - - 72 3.7 3.9 4.5 - - - - - 81 3. 3 3. 5 4. 0 - - - - - 4 48 4.8 5.0 5.8 3.6 - - 3.1 - 140 6 60 3.8 4.0 4.6 - - - - - 6 66 3. 5 3.6 4, 2 - - - - - 7 72 3.2 3.3 3.9 - - - - - 48 4,2 4,4 5.1 3.2 - - 160 60 3. 3 3.5 4, I - - - - _ 6 66 3.0 3.2 3.7 - - - - - 180 48 3.7 3.9 4.5 - - - - - 6 60 - 3.1 3.6 - - - - - 200 48 3, 3 3, 5 4. I - - - - 57 - - 3.4 - - - - - • •• • • ••• • • • •• • • •• MIN. SEPARATION SEE • • • CHART G ON SHEET 6 •• • • • • • 0 • ••V' • • f • • • r • • • • • •• •• • • • •• 1/4•0 z 3/4' TEN SCREW 4) 4' O.C. TYPICAL ANCHOR SEE CHART ON LEFT FOR BURDOUT CONDITIONS, 1 U 010x3' 410-HT S.S ni S.M.S.Will16'0x7/8• LONG NYLON BUSHING (BOTTOM ONLY) FOR ANCHOR TYPE ON WALL MOUNT CONDITIONS REFER TO TT 1 as ANCHOR. CHART IT) ANCHORS PER SEGMENT MIN, Vi~`~: BOLTS W/ NUT 6 ASHER *tit .SEGWAEENT�2YPERO.C. 4,MIN, �. CURVED TRACK I i a R • S 11 S I I GSS -1 GENESIS ACCORDION SHUTTER SYSTEM +4 MAR RL AD15-12 • • ••• • • • ••• •• •• •• • • •• •• • • • • • •• • •• ••• • • •• • •• • •••• • • • •• • • •• •• • •• • • • • DESIGN LOAD VS PAN AND ANCHOR SPACING DE IGN LOAD VS SPAN AND ANCHOR SPACING CHART MAX. DESIGN LOAD SHUTTER DETAIL 107 (TOP) 5H91tt .B (BOTTGWZ R000 ALUM, 6063- T6 DESIGN CONCRF. + CONCRF,TF.' UCTU TRUCTUR E iETE MOO* METE •BLOCJ( AW . 6063-TS • • ANCHOR SPACING (in.) ANCHOR SPACING (in,) LOADSPAN ANCHOR ANCHOR SPACING (in.) ANCHOR SPACING (in.) '•" rR SPACING (in.) maps SIRCIN6 (ire)_ maim SPACING (in.) ANClIOl SPINR - (in, PSF INCH 5/16"ULTRACO N 1/4" TEAS PSF INCH TYPE A/B/C/F TYPE F,. TYPE A2/02/E2 /G TYPE Al/B1/01/ El TYPE Cl/FI 1/4" TENS 25 60 17. 0 12. 0 60 9.0 9. 0 9. 0 9, 0 .4 ..9. d j 94I1 • 78 17. 0 12. 0 25 78 9. 0 9. 0 9. 0 9. 0 4 9,16 • • 980 • 96 17.0 12.0 96 9.0 9.0 -9.0 9.0 •9. f/ • 9.tyn • 114 17.0 I2.0 114 9.0 9.0 9.0 7, 6 •9. Q • • 9• 120 I7, 4 12.0 120 9.0 9.0 9.0 • • 7. 2 9. a .0• 9.0 150 17. 0 ' 12, 0 150 9. 0 9. 0 9. 0 5. 8 9. 0 7. 8 168 17.0 12,0 168 9.0 9,0 9.0 5.2 8.9 6.9 180 17.0 12.0 180 9.0 9.0 9.0 4.8 8.4 6.5 40 60 17,0 12.0 40 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 6.9 9.0 9,0 96 17.0 12.0 96 9.0 9.0 9.0 5.6 .9.0 7.6 114 17,0 12.0 114 9.0 9.0 9,_0 4.7 8.2 6.4 120 17,0 12.0 120 9.0 9.0 9.0 4.5 7.6 6.1 150 17, 0 12.0 150 9.0 8.0 9.0 3.6 6, 3 4, 8 162 17,0 12.0 162 9,0 7.4 9.0 3.3 5.8 4.5 50 60 17.0 12.0 50 60 9.0 9.0 9.0 7, 2 9.0 9.0 78 17, 0 12.0 78 9.0 9.0 9.0 5.5 9.0 7.5 96 17,0 12.0 96 9.0 9.0 9.0 4.5 7,8 6.I 114 17,0 12.0 111 9.0 8.4 9.0 3,8 6.6 5.1 132 17.0 I2.0 132 9,0 7.3 9,0 3.3 5,7 4,4 10.5 153 8.5 6..3 90 - 4.9 3.8 O 60 7. 0 12. 0 1 60 9, 0 9, 0 4, 0 8. 0 9. 0 8. 1 T8 12.0 78 9.0 9.0 9,4 4.6 8.0 6.2 96 17.0 11.0 [60 % \/ 96 9,0 6,3 90 3.8 8.5 5.0 120 17.0 tLt 120 9�0 J,0 5.2 9.0 144 i 9,4 144 iT - 4,3 3.4 70 60 17.0 12, 0 70 60 9.0 9.0 9.0 5, 2 8.9 6.9 78 17.0 12,0 78 9.0 8.8 9,0 4.0 6.9 5,3 96 17.0 11,9 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 3,6 135 16.1 8.6 135 .6.9 5.1 8.2 - 4.0 3, -1 80 60 17.0 12.0 80 60 9.0 9.0 9 0 4.5 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 - 4.9 3.8 120 15.8 8.5 120 6.8 6.0 8.0 - 3.9 3.0 90 ' 60 . 17, 0 12.0 90 60 9.0 8.9 9.0 4, 0 7.0 5, 4 78 17, 0 11.4 78 9.0 6.8 9.0 3 1 5.4 4. 1 96 17,0 9.4 96 7.5 16 8,9 - 4,3 3.4 108 15.7 8.4 108 6.7 4.9 7.9 - 3.9 3.0 100 • 6Q 17, 0 12, 0 100 60 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 84 IT, 0 9.6 84 7. 7 5. 7 9.0 - 4, 5 3. 5 96 I5.8 8.5 96 6.8 5.0 8.0 - 3.9 3, 0 124 48 17.0 12.0 48 9.0 8.3 9.0 3.8 6, 5 5,0 60 17, 0 11. 1 60 9.0 6. 7 9.0 3.0 5. 2 4.0 72 17.0 9.4 120 72 7.5 5 6 8.9 - 4,3 3.4 81 15.7 8,4 81 6.7 4.9 7.9 - 3.9 1 3.0 48 17.0 I I 48 9.0 7. 1 9.0 3.2 5.6 4.3 140. 60 17.0 9.6 60 7. 7 5, 7 9.0 - 4. 5 3,5 66 16.4 8.8 140 66 7.0 5,2 6.3 - 4,1 3.1 72 15.1 • 8, 1 72 6. 5 4.8 7.7 - 3. 7 - 48 17.0 10, 5 48 8. 5 6.2 9.0 - 4.9 3.8 160 60 15.8 8, 5 160 60 6.8 5, 0 8. 0 - 3.9 3. 0 66 14.4 7.6 66 6.2 4.5 7.3 - 3.8 180 48 17, 0 9.4 48 7.5 5.6 8.9 - 4.3 3.4 60 14, 1 7.6 180 60 6.0 4.4 7. 1 - 3.5 200 48 15.8 8, 5 48 6.8 5.0 8.0 - 3.9 3.0 57 13,4 7.2 200 57 '5.7 4.2 6.8 - 3.3 - • j(3) 5/16" $ ULTR4CON W/ 1-1/2' MiW.EMBID INTO WOOD STItUCTORE, CHART ON •LEF FO9 SPACING - • •••- • 118'x4' ALUMINUM PLATE CONT. 6063-T6 •• • • • • • •• •• • • • • ••• • w CL y ••• •• 0 H w w 60 • O. • 1 12' 1 1/2" I 4` WHEEL CARRIAGE #10x3" 410-HT S.S S.M.S.W/7/16"0x5/6" MEDIUM & HAT NYLON BUSHING (TOP ONLY) 1/4"TEKS SEE CHART ON LEFT FOR SPACING 0 4 1'OR2' II 11 II 0 ,„•:,• 0000000 rii GCE �FlIII' III N MIN. SEPARATION SEE CHART G ON SHEET 6 TYPICAL A SEE CHART • •. • LE 2X1X1/8" OR 2x2X1/8' ALUMINUM TUBE CONT. r" O z W Ui w w #10x3' 410-HT S.S S.M.S. W/ 71 16-0x 718" LONG NYLON BUSHING (BOTTOM ONLY) 1/410 x 3/4" TEE( SCREW SEE CHART FOR SPACING #10x2" 410-HT S.S S.M.S. TYP. TOP & BOTTOM O GSS - 1 GENESIS ACCORDION SHUTTER SYSTEM it 4 a 0000000000 ' WIN 4 ♦rt ens ••-••-u iLanus .. MO lwuw it. F1,#17558 1q .49110410 rcr r•-mr s:44 4•0e10A 'y��.,�R QpO�•� AD15-12 ttttttttttttttttt February 7th 2015 14 Of t6 • • ••• • • • ••• •• •• •• • • •• .• • • • • • •• • •• ••• • • •• • • • •• •••• •• • • • • • , • • • • • • DESIGN LOAD VS SPAN AND ANCHOR SPACING DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART MAX. DESIGN LOAD SHUTTER SPAN DETAIL 11T (TOP) MAX. DES1G IVSPAN LOAD SHUTTER DETAIL 118 (BOTTOM) TODD CONCRETE CONCRETE CONCRET • CONCRETE RLACR • CONCRETE ma, R ANCHOR SPACING (in.) ANCHOR SPACING (In.) ANCHOR SPACING (in.) ANCHOR SPAC4 (in. AN �PPA , •(i•) • ALICHOR4 SPACING (in.» PSF INCH 5/I6" ULTRACON PST INCH TYPE AA TYPE C/F TYPE D/F TYPES AI/81/D1 TYPE El4 25 60 24.0 d5 60 12.0 12.0 12.0 12.0 12.0 78 24.0 78 12.0 12. 0 12.0 12,0 12 0 96 24. 0 96 12. 0 12. 0 12. 0 a C. 0a 4 114 23. 9 114 12.0 12.0 12.0 .11270 82.0 1 • W. O• 132 20, 6 132 12. 0 12. 0 12, 0 149 • 11.00 150 18.2 ISO 12.0 12.0 12.0 b Aye8• 168 16.2 168 12.0 12.0 12.0 ..12.0 • 10.5 1 9, 8 180 15. 1 180 12.0 12.0 12.0 11.6 40 60 24. 0 40 60 V 12.0 12.0 12.0 12,0 12.0 78 22.2 78 12.0 12.0 12.0 12.0 12.0 96 18.0 96 12, 0 12,0 12.0 12.0 11.5 114 15.2 114 12.0 12.0 12.0 11, 4 9.7 132 13. 1 132 12, 0 12.0 12.0 9.9 8.3 150 11.5 150 12.0 12.0 12.0 8.7 7.3 162 10.7 162 12, 0 12.0 11.3 8.0 6.8 50 60 23.2 50 60 12.0 12.0 12.0 12.0 12.0 78 17.9 78 12.0 12.0 140 12,0 11.3 96 14.5 96 12.0 12.0 12.0 10.8 9.2 114 12.2 114 12.0 12.0 12.0 9.1 7.7 132 10.6 132 12, 0 12.0 11. I 7.9 6.7 153 9.1 153 11.1 12.0 9.6 6.8 5.8 60 60 19.4 60 60 12.0 12.0 12.0 12.0 12.0 78 14.9 78 12.0 12.0 12,0 12.0 12.0 96 12, 1 96 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 70 60 16.7 70 60 12.0 12.0 12.0 12,0 12,0 12.0 78 12,8 78 12.0 12.0 12.0 12.0 96 10.4 96 12.0 12.0 12.0 12.0 11.2 114 8.8 114 12.0 12.0 12.0 10.2 9.4 135 7.4 135 12.0 12.0 12.0 8.6 8.0 60 14,6 80 60 12.0 12.0 12.0 12.0 12,0 12,0 78 11, 3 78 12.0 12.0 12.0 12.0 96 9. I 96 12.0 12.0 12.0 10.6 9.8 120 ' 7.3 120 12.0 12.0 12.0 8, 5 7, 8 60 13.0 90 60 12.0 12.0 12.0 12.0 12,0 10,7 8.7 78 10,0 78 12.0 12.0 12.0 11,6 96 8. 1 96 12.0 12.0 12.0 9.4 108 7.2 108 12.0 12.0 12.0 8.4 7.7 100 60 11, 7 100 60 12.0 12.0 12.0 12.0 12. 0 72 9.8 72 12.0 12.0 12 0 11. 3 10. 4 84 8.4 84 12,0 12,0 12.0 9.7 8.9 96 7.3 96 12.0 12.0 12.0 8.5 7, 8 Ito 48 12.3 120 48 12.0 12.0 12.0 12.0 12.0 60 9. 8 60 12. 0 12, 0 12, 0 11, 3 10. 4 72 8.2 72 12.0 12.0 12.0 9.4 8.7 81 7.3 81 12.0 12.0 12.0 8.4 7.7 140 48 10.5 140 48 12, 0 12, 0 12.0 12.0 11.2 60 8, 4 60 12.0 12. 0 12.0 9.7 8, 9 66 7, 7 66 12.0 12.0 12.0 8. 8 8, 1 72 7.0 72 12.0 12.0 12.0 8.1 7.5 160 48 9,2 160 48 12.0 12.0 12.0 10.6 9.8 60 7.4 60 MO 12,0 12, 0 8.5 7.8 66 6.7 66 12.0 12.0 11.8 7.7 7.1 ISO 48 8.2 LBO 48 12.0 12.0 12.0 9.4 8.7 60 6. 6 60 12.0 12.0 11.5 7.5 7, 0 200 48 7,4 200 48 12.0 12,0 12.0 8.5 7.8 57 6.2 57 12.0 12.0 10.9 7.1 6.6 • • • • • • • • • Olt Nix 'ELCOO ULTRACON • • • •• • IAAO • • • • • /// // �/ •• ••• •• • • • • • • • • •• • • •• • • • • • • • • • ••• •• / WHEEL CARRIAGE /A/. M N, SEPARATION SE E DHART G ON SHEET 6 810n3' 410MHT S.S S.M.S, W/ 7 / 16"0x 7/ 0" LONG NYLON BUSHING (BOTTOM ONLY) / N10x3'410.HT S.S S.M.S. WI 7x SHI O8 HAT � NVLON ION BUSHING (TOP ONLY) - / NOTE: WHEELS AND BUSHING ALTERNATE LOCATIONS WITHIN THE TRACK. (EVERY OTHER ONE). 81082" 41041T S.S S.M.S. TIP. TOP & BOTTOM I. wire RIVETS OR RIOTEKS 15" O.C. " TYPICAL ANCHOR SEE CHART ON LEFT i a I a a ?I FL#17558 + %•uu a ma 34,1 ,,iF�81�uON ,,,, February 271h, 2015 16 OP 1E „,L4,.1.* 1...44,,,, to p9 RI !co I71 Sr SA O ft r N IS E i 6 l: U1 at co ANCHOR TYPE A. C.0 OR E 1-1/2' FROM EA. END Q9'0.C. zG 2ig a d as CONCRETE WHEEL CARRIAGE 7 X 3X 1/6' ALUM. ANGLE CONT. 1/4' - U BOLTS IN/ WASH - 8 NUTS 7X3'X1/8'ALUM TUBE 5063-T5 1/4•0 x 3t4• TEK SCREW a 6' 0.C. MAX D100” 410-H7 S.S S.MS- WI T /tire. 5 / 8' MEDIUM AND HAT NYLON BUSHING (TOP ONLY) EXISTING WINDOW GLASS 2 CONCRE V.ja (7) ANCHOR TYPE A. C.DDRE 7 MIN. 0.C.ATEACH ANGLE a (6)- 1/4' 0 THRU BOLTS W/ WASHER & NUTS PER ANGLE Ed�/ R R za W aQ J 1' MIN. KWIEEL CARRIAGE 1r 3'X3'X1/4'ALUM ANGLE r LONG EACH END • • • • a* •rx54,/r • ••••• •OR 2-0516N8 • 850107 YJ1114' • • • • • ALUM. TUBE 6063-TS8 • • • •IEIER00►CHART ON **ET 4 • • direAKINVTEK • SCREW 6' MAX 0.C. •••• • • • • • • • N10631r0IIT S.S S.M.S. • • • • TYP. TOP 8 BOTTOM • • • • •• •A_ • v ••••i • • • • • • • • • • 3 • • • • •\ • • • • • Y • 1 •• • •• • 1 • • • • •• • EXISTING WINDOW GLASS - 2 ANCHOR TYPE A C. 0 OR E LILY FROM EA END 189' O.C. EfJNCRETE d Kuhr 410-HT S.S S.M.S. WI71 1E0x 7 / 6' LONG NYLON BUSHING (BOTTOM ONLY) 3/16'0 RIVETS OR 10TEKSQ 15'0.C. MI 7 X 4' X i/8'ALUM ANGLE CONT. L oM 6: 3/16'0 RIVETS 410 TEKS a 1S O.C. 0.376' MIN. tiWO x 3M' TEK SCREW 9' O.C. 7XYX1/r ALUMINUM TUBE 1/4" 0 THRU BOLTS WI WASHER 8 NUTS T FROM EACH END AND 12' O.C. MAX 2 B.O WALL MOUNTING INSTALLATION HEAVY DUTY TRACK GSS -1 GENESIS ACCORDION SHUTTER SYSTEM GUARDIAN HURRICANE PROTECTION PRODUCTS. INC. NB WEST ZT• STREET HIALEAH, FL 33010 P: (305)1105 - T765 MCY ENGINEERING, INC. GLAZING CONSULTANTS 8501 SW 124 AVE STB. 206A P: 305.27L0117 multi 11. 33183 P. 788.573.5083 inntliCrEngiaerrislipoom MCY.Englneering•Att.net REVISIONS NO DATE DESCRIPTION 2 02.24.1E UPDATE TO 2014EBC