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WS-18-2335Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Date: Permit NO. WS-8-18-2335 Permit Type: Windaws!Shutters Work Classification: Shutters Permit Status: APPROVED 2018 Expiration: 03/18/2019 Parcel Number Applicant 54 NW 96 Street Miami Shores, FL 1131010330500 Block: Lot: JOHN FAZIO Owner Information Address Phone CeII JOHN FAZIO 10321 SW 157 Terrace MIAMI FL 33157- (305)238-9830 10321 SW 157 Terrace MIAMI FL 33157- Contractors) FERGOSA INC Phone (305)823-2073 CeII Phone Valuation: Total Sq Feet: $ 4,020.00 0 Type of Work: INSTALLATION OF 7 ACCORDION SHUTTER No of Openings: 7 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $2.55 $2.00 $1.00 $170.00 $9.00 $4.00 $191.55 Pay Date Pay Type Invoice # WS-8-18-68747 09/19/2018 Check #: 3406 08/30/2018 Check #: 3383 Amt Paid Amt Due $ 141.55 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Shutter Final Shutter Attachment Review Building 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 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 ELECTRICA PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID T/11 construction and z►ifhit! Authorized Building ify that all the foregoing infor ation is accurate and that all work will be done in compliance with all applicable laws regulating ermore, I a thoit the re -named contractor to do the work stated. J� t{ re: Owner / Applicant / Contractor / Agent rtment Copy September 19, 2018 Date September 19, 2018 1 BUILDING PERMIT APPLICATION VI BUILDING ❑ ELECTRIC ['PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF CONTRACTOR 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 Master Permit No. ❑ ROOFING ❑ REVISION JOB ADDRESS: 51/ kW g 6 (S T City: Miami Shores County: Miami Dade Folio/Parcel#: // •" 3/0 /' 0 33 - O STOD Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): ()DOA) Milk) it i D 4OCao 4% FBC 20r1 —233S Sub Permit No. 0 EXTENSION El RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: 33/3V -/453 NO X BFE: FFE: Phone#: 3OT - 230 - MO O Address: 1031-/ SW /V 7JJ City: //*LC,I, rL^ State: P Zip: 33/57- Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 1 Oi3 Ci Phone#: MS 253 —2L 13 al Address: 7b 7 s-/UW 9 JJ City: / ► State: r-'-oxi.0i4- Zip: 331)/6 Qualifier Name: Phone#: State Certification or Registration #: • Certificate of Competency #: 46 od t/J DESIGNER: Architect/Engineer: /S 4f y/L #L/49Cj Address: `Z/DD W 7-6S/ J Value of Work for this Permit: $ 020 • Type of Work: ❑ Addition Alteration ElNew I Description of Work: 7ti1/J O 51 �i�-CL —i/OA) Of 7 AMoiit /n,U c5rn)77 ?1.6 • City: ,Phone#: g b' 22t3/9) J EL4-J State:F . Zip: , 3b/b Square/Linear Footage of Work: ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CO/CC $ Notary $ Double Fee $ Bond $ II TOTAL FEE NOW DUE $ l ) • �� (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoing instrument was acknowledged before me this 30 day of AMFazio Signature CONTRACTOR The foregoing instrument was acknowledged before me this b'T , 20 Ig , by '30 day of�, (Ors T , 20 i . by , who is •ersonally know to CJ Jtr <M449— me or who has produced as me or who has produced identification and who did take an oath. NOTARY PUBIJC: Sign: Print: Seal: identification and who did take an oath. NOTARY PUBLIC: Sign: -� S"Pt") ` r` ve andez Print: >;A7V� fef 'r +I �a��"' COM tSS10N tGG117715 �a` � , T � ez �f ;� ate; EXPIRES: June 21, 2021 Seal: �:� • OMMISSIONOG0117715 9rF e�.� Bonded Thru Aaron Notary ,,.. • EXPIRES: June 21. 2021 "'� '.,;'ir A• Bonded Thru Aaron Notary �i•4NAi�P as APPROVED BY nni .ans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000520-2018 Permit Number: WS-8-18-2335 Scheduled Inspection Date: October 10, 2018 Inspector: Naranjo, Ismael Owner: JOHN FAZIO Address: 54 NW 96 ST Miami Shores, FL Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Shutters Phone Number: 3052389830 Parcel Number: 1131010330500 Contractor. FERGOSA INC Phone Num JULIO FERNANDEZ r: i058232073 Building Department Comments INSTALLATION OF 7 ACCORDION SHUTTERS Checklist Item General Comments Passed False Passed Failed Comments 7spector Comments Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 09, 2018 For Inspections please call: 305-762-4949 Page 14 of 34 By 00VA "ittz4 0 Notary: SEAL: Notice to Owner — Workers' Com p IVliami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida County of Miami -Dade 30 day of 11011)61. The foregoing was acknowledge before me this , 20 ti . who is personally known to me or has produced as identification. • ap'.'i� 4l9 Steve Fernandez d;% COMMISSIONSGG117715. EXPIRES: June 21, 2021 . /` Bonded Thru.Aaron Notary �nim�� OVUIVU rt■nt I sa= Awnings & Shutters Date: August 30, 2018 State of Florida County of Miami Dade Before me this day personally appeared Julio N Fernandez who, being duly sworn Deposes and says. That he or she will be the only person working on the project located at: 54 NW 96 ST Miami Shores FI 3315 Contractor Signature Sworn to (or Affirmed) and subscribed before me this 'ao day of iluqOS3 20 1$ by d oIl o W PQn' oh z Personally known Y Or produce Identification Type of Identification Producgd ��'�P Y•67,6*, Steve Fernandez Q'' �, IL y=_ COMMfSSION NGG117715 sl..►��.; P EXPIRES: June 21, 2021 '% 0. . °�, Bonded Thru Aaron Notary �e o Stamp Name of Notary 9695 NW 79 Avenue #34 • Hialeah Gardens • FL 33016 • Tel: (305) 823-2073 • Fax: (305) 823-3441 www.fergosainc.com DRIVER LIC Tie F655-43 JULN FERNANDEZ 19540 BELVIEW DR MIAMI. FL 33157-8534 DOB 02-07-1968 SEX !Ss' ` 71-2011 ++. aA. ''-202O SAFE DRIVER op. .motor v.Ntieb coM¢kaxsl ron5erp to any sotmMy ttxa .eaaiad b laa. CTCB Construction Trades ualifying Board BUSINESS CERTIFICATE OF COMPETENCY 05BS0041 9 FERGOSA INC D.B.A.: FERNA EZ JULIO N Is certified under the provisions of Chapter 10 of Miami -Dade County VALID FOR CONTRACTING UNTIL 09/30/2018 Municipal Contractor's Tax I cei pt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY CC NO: 05BS00419 BUSINESS NAM E/LOCATION FERGOSA INC 9695 NW 79 A'vE 34 HIALEAH GARDENS FL 33016 OWNER FERGOSA INC MIAMFDADE 002531 RECEIPT NO. 7527673 EXPIRES SEPTEMBER 30, 2018 • TYPE OF BUSINESS SFMALTY BUILDING CONTRACTOR Pursuant to County Code Sec 10-24 PAYM ENT RECEIVED BY TAX COLLECTOR 175.00 02/ 13/ 2018 0224-18-002691 This receipt is not valid in the fdl owi ng Municipal itiesr'Aventura, Dora!, Iialeah, Key Biscayne, Miami Gardens, Miam Lakes, Palmetto Bay, Pinecrest, Sunny Isles Beach, Town of Cutler Bay. For more information, visit www miamidade aovttaXcdlector • Local Business Tax yRecei t Miami -Dade County, State off` Fldrida� -THIS IS NOT A BILL - DO NOT,PAY 5554044 BUSINESS NAME/LOCATION 'tv FERGOSA INC 9695 NW 79 AVE 34 HIALEAH GARDENS FL 33016 OWNER FERGOSA INC WorkeT(s) EECEIPT NO. " RENEWAL 5794483 LBT EXPIRES SEPTEMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 PAYMENT RECEIVED BY TAX COLLECTOR $45.00_'08/21 /2017 FPPU02-17-021059 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder'squalifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed orLall commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit im miamidade aov/taxcollector SEC. TYPE OF BUSINESS 196 SPECIALTY BUILDING CONTRACTOR -058S00419.- JEFF ATWA`CEH CIU F RMAINOCAL OFrpttt STAVE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES .SON OF WORKERS' COMPENSATION .. CERTIFICATE OF ELF TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW "" CONSTRUC1TON INDUSTRY ESN 1ceriTtes 111$11he Indivithrol listed below hes elected to be exempt from Fonda Workers' Condon irgm EFFECTWE DATE 5h i/2017 EXPIRATION DATE: 5/11/2019 PERSONFERNANDEZ JULIO N FEIN: 200909680 BUSINESS RAW AND ADDRESS: FERGOSA A INC 19540 BELVIEW DR CUTLER BAY FL SCOPE OF BUSINESS OR TRADE: ©aa asd Whew lastal teal AR T» 0 Ffeser es are) Goerrerettli 33157 UA .1.01" M: Pt/start to Cbapitw 440 (t4. F.S. an oat er d a eortMdort who eks[s chettet t xr cram tbo ty KA& be 11J a otsOwe a emton meet 6113 ee0kxxt may nbl, recorerbenclOs or ermensettri Prder thb OR M. Portuatt IO Chapter 4422Of, f s2 . e'-% Getaleaoss of deaden bare exempt._ apply *way el9iin ttte scope d Vie bootless or trade Rseo on the rtt7tieB of eke bon to be extxttpt Rcamnt to Chats : 4404503. F 3 , Nat= is demon b be exempt eras dttitifrade%d dean b bo+owtT1t Wei be WW1 Yr rC+Wdicen ff. at air Mit after the 1an3 d taro notice o► ale retied the r ma mum rowed on the nuke or wont:o o no Iowa meta re egL*oment of fps melon lot Iskenne at a mlma►1b. The demetmor* shoe rerokea ceonete at any bait_ for labae of the person wood on the oortekeire to mega the reeefelrndnb of able effort OFS*2-DVIC-252 CE ATE OF aEc-noN ioSE REVISED 06-13 QUESTIONS? t85OjAi316009 IVD tID BLUG KEPT -- tH ALL FEDERAL � tEGT TG COMPLIANCE WI r�D RcG.L)LATICNS W SJ COUNTY RULE �N. e _ Arc C36 x&'3) Oas-E) 64XS6 hett`-Z x9i) Ey /Jana, hioat►o) 5-iarefiS• or,to ud - eui67hvy A,zeoabino 6110Ik72-6 da�h,f) Savo fq Nw 46 S j iym-144i SHcleS� 33/J2 •• • • • • • • • • .. •• •• • • • • • • • • .• •• • • ••• •• • • ••• • • •••• • •• • • • •• • Ceo-xtv)-- RECEIVED AU6 0 29 DooO. C,36Xig 9695 NW 79 Avenue #34 • Hialeah Gardens • FL 33016 • Tel: (305) 823-2073 • Fax: (305) 823-3441 www.fergosainc.com RAMMS ENGINEERING, INC. 2100 W 76 Street, Hialeah,'Florida 33016 Robert S. Monsour, P.E. FI # 11955 / 0006024 FLORIDA BUILDING CODE, 201T7` ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. Kd = .85 FOR 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures k Exposure C For the 175 mph Wind Zone CATEGORY'2YBLDG r Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet,, 10 20 30 40 50NN , 601 1.00 0.95 0.92 0.89 ,-0.88 ...-i-0.86 15 40.4 38.5 37.5 36.71 '36.1`\ 35.7 4 40.8 39.7 38.9 `�,38.3 r ,�' 37.8 t 44.6 42.6 41.5 40.6x ..- -- ''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\ \ ,r-. 44.2 43.6 50 51.8 49.4 48.1 /,4771 `� -'' 46.4 45.7 60 ' 53.7 51.2 49.8 ` -(08.8- ' 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures/ `Ni Wi Exposure C For the 175 mph nd,Zone CATEGORY 2 BLDG Height (Maximum ) Effective Wind Area,(or,,Tributary Area) in Square Feet •,, 10 20 < -30/ j > 40 50 : •• •, 60 '... -1.10 -1.05 ,- - -1.02 , -0.99 -0.98 " '-0.96.'•. 15 -43.8 -42.0',/ )1-40"9'' -40.2 -39.6 ...:..-39.1 .. 0 -44f 4 N. ,- --43'. 3 -42.5 -41.9 ,• • • • • -41.4 . tr• -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 ' ,51'.4 ,. -50.1 -49.1 -48.4: • • : •: -47.8 . 50 -56.2 : -53.8 -52.5 -51.5 -50.7. •60 _'-50.�...; -58 2;---. ` „ 155 8 -54.4 -53.4 -52.6'..' : -52.0• • • .' •• . DID • • • .• • Exterior Zones (5 - Walls) Negative 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 60 �°---r-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 ` 's, -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 ,,, 25 'r -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 it ( 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 �,/ 'N `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 'NN \ 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). 'THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE TABLES ARE INVALID UNJ.FCS SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. • • • . . • . .•• • • BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links ! Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL17552-R1 Affirmation 2017 Aped Product Manufacturer NCCL Corporation, Inc. Address/Phone/Email 9811 NW 80 AVE. BAY 78 HIALEAH GARDENS, FL 33016 (305) 883-9940 Ext 216 rick@gicaluminum.com Authorized Signature Yiping Wang mcy@mcyengineering.com •••• • •• .••••• Technical Representative Rick Pelaez •• • • •• • Address/Phone/Email 9960 NW 79 Ave • • • • • • Hialeah Gardens, FL 33016 (305) 883-9940 • rick@gicaluminum.com • •••• • • • • • • •••• •• •• Quality Assurance Representative • • •• •• •••• • • •••• •• • • • • • • Address/Phone/Email • • • •• •• • • • • Category Shutters � • • • • •• Subcategory Accordion • • • • • • • • • • •• • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Piping 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 FL17552 Rl COI Certificate of Independence - GSS-1 NCCL SS =lam 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 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation,Entity Yes No N/A FL17552 P,1 COC FBC 2017 Affirmation Letter-SS.o�if Method 1 Option D Product Approval Method Date Submitted Date Validated Date Pending. FBC Approval Date Approved Summary of Products 11/09/2017 11/09/2017 11/18/2017 i 1 FL # Model, Number or Name Description 17552.1 GSS-1 Genesis Accordion Shutter System - LMI Limits of Use I Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes 1 Impact Resistant: Yes I Design Pressure: +150/-200 Other: FOR SHUTTER SPANS VS. DESIGN LOADS AND ANCHOR TYPE VS. DESIGN LOADS, REFER TO INSTALLATION 'DRAWINGS Installation Instructions FL17552 ai. II AD15-11 02.27.15 SS.(2df • •• Verified By: Yiping Wang PE #55983 Created by Independent Third Party: Yes••• Evaluation Reports • • • • • • • • FL17552 R1 AE Evaludijpr•Report -NCCL SS.pdf Created by Independentahird•• Party: lies•••• •• • •• • Back Next •••• • • •••• • • •• •• Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-467-11249 • • • The State of Florida is an AA/EEO employer Soovriaht 2007-2013 State of Florida :: privacy Statement :: Qcoessit�lity Stater�e1lp:• )tefund Statement •• • • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response t• • pubic -records lesueet, do not srti%lbStibnic office mail to this entity. Instead, contact the by phone or by traditional mail. If you have any questions, please contact 850.487•1395• PVrsuant t3Section* 455.275(1), Honda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with eilail 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 dick here . Product Approval Accepts: • • • • • •• •• •••• • • 9000 • • • • • Credit Card Safe Se,curit�'A ETRlCS' • • • • ••• • • • •4• •• •• •• •• • •• •• • • • • • • • •• • • • • • • • ••• •• • . • • • •• • • • al • • • • • • •• • • • •15• • • • • . • • • • • • • • • • GENERAL.NOTR91 . • •' • ' • • • • • • • • • • • B 1. THIS PRODUCT HAS PEEN OESONE0 AND 1E51E0 10 COMPLY W1114 THE REDINREME*1S OF ANTE FLORIDA RIMING CODE 30w EDITION INCLUDINOIIOH VILOCII( HURRICANE 208E (NA12L • •• •'• • 7. ALL ALUMINUM EXTRUSIONS SHALL SE $08534 ALLOY WI1ll4W54UM YIELD STRENGTH OF Fy51.0 N51 tN I E6S IT IS SPECIFIED. S, ANCHORS SWILL BE AS USIED. SPACED AS SHOWN ON DETAILS, ANCHORS E45EDMEIjYicr•ASI AIIEN�LZI•U.0 # •• BEYOND WALL ORESSINO OR STUCCO. • • • • • • • • • • 4.MC1/04IN0 OR LOAO•EL CONDITIONS NOTeHOWN IN THESE DEINLS ARE NOT Mr Of 1l 14R02At.• • •• • S. WOOD SUCIIB BY DrIERB MUST RE SOUM8NH PINE. 0.0.35 AND MUST SE ANCIIOREO PROPERLY 78 MAMA LDAO?TO • • • THE BTAUCTIWe. S. ALL ALUMINUM SURD 111vE7510 SE 6052 ALUMINUM ALLOY WI11L ALUWNU4 MANDREL T. BOLTS TO RE OALVAN1EO OR Ruin. ega STEEL WITH TN an 45IUUU YIBLO 5TREN0TI. S, If SNAU . RE 11411 RIIPONSMILITv DF !Ha CONTRACTOR 10 WAFT THE SOUNDNESS OF THE STRUCTURE %WERE SHUTTER Hsi 10 BE ATTACHED 10INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY SS ATTACHED TO CONCRETE, BLOC* OR WOOD FRAME BUILDINGS. s. A PERMANENT SHUTTER MANUFACTURER'S LABEL SHOULD RE PLACED ON THE EXPOSED SURF*CB Of THE CEMERIATE Wag IC0IAPONEHT 10)MOON tacit. omit MEE.LBNALL BEWACED FOR EVERY OPENING. LABEL SHALL NEAO AS FOLLOWS. NCCL CORPORATION /140 NW TITH AVE,. HIALEAH GARDENS. FL 30014 MISSILE LEVEL P •AIM BIEss. SIB00 A B110 TAS.201. TAS-10a. ANO TAB-20). ID NUNS PRODUCT APPROVAL. DOCUMENT (PAD,I PRE7ARIO RY THIS ENO WEER S GENERIC. (0) CONTRACTOR 70 BE RESPONSIBLE FOR 711E SELECTION, PURCIIASE MO INSTALLATION INCLUDING LIFE IAPE7Y OP THIS PRODUCT DAOED ON TINS PRODUCT APPROVAL PROVIDED HEIMLIE DOES NOT mum FROMYME CONDITIONS nE1AE.E0 ON THIS DOCUMENT. CONSTRUCTION OAFE7Y Al 511E ID IH0 CONTRACTOR'S HEEPlO75SIEI7Y. NUBS PRODUCT APPROVAL DOCUMENT WALL SE CONSIDERED INVALID N 400114k0. Id) SITE IPECMIC INKLMOTB emu. RE PREPMEO Si A ftCRIMREGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF NECONO IE.AR.) FOR THE PROJECT AND *NO WALL BE RESPONSIBLE FOR INNS PROPER USE OF THE PAD. ENOIRER OP RECORD, ACTING AS DELEGATED ENGINEER TO THE P.A.O. ENGINEER. SHALL INLET TO 'MS LATTER TILE SIZE SPECIFIC DRAWINGS FOR REUIEW. N) THIS PAO. SHALL DEAR THE DATE ANSI ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENOWEER THAT PREPARED it 11NEA0 S SRL MAY ER INTERCHANGED WHERE NOTED IN MOURt1*0 SECTIONS TO FIT FIELD CONDRIONA I.WHERE EAS11110 STRUCTURE IB WOOD FRAIGNG WOOD FRAYING CONDINONE vARY,fIELD VERIFY THAT FASTENERS ARE INTO AOEOUATE WOOD FRAMING MENBERSNOT PLYWOOO,FA5IENINO TO PLYWOOD S ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. la, UL1MM1Etom carman mom ASCE T•10.OILIIPLY sr 0.6 BHALL eE TESS 1)WH 0R Emu TO MAS. DEBIGN LOAD IN 11Bs 00CULIe1T, TIE DEMON LAADs 5*10NN W NOS DOCWIENT ARE NLOWARIB 0ESI1W MALTS. MIL WHEN EDGE OSTANCE EOUALOR GREATER THAN r MO LESS THAN 146E EDGE INSTANCE SPECIFIED ABOVE, THE ANCHOR SPACE IN ANCHOR CHARTS ON THE DRAWINGS MUST MULTWLY BY FOLLOWING REDUCTION FACTOR,. ANCHOR 1W'! A. S AI; RVPUCTION FACTOR • (1 se JM4C14oR TYPE R 4 BP • Re0U6 TON FACTOR • •et ANCHOR TYPE C S CI RCIRHCNON FACTOR • 0.10 ANCHOR ME E. REDUCTION FACTOR • 0.40 ANCHOR TYPE F.. RE()UCTON PACT* • 0.5T PLEASE HOTS THIS WS7ALLAIION MS ONLY VALID f0R THE ROBULTINO ANCHOR SPACE MUM OR GREATER THAN r, REDUCTION FACTOR MULTIPLY DESIGN LOAD ON SHEET a THRU SHEET Is, HAS TO BE GREATER THAN PROJECT DESIGN LOAD. TYPIFII•ANCHORS: (SEE CHARTS FOR ANCHOR SPACING) • OT'7EAe' 1N' DIA. 1APCON SY IIWDURDEOI (Fw• 1i0 ESL Fa • 1EKS11 INTO CONCABTE N'•(000 PSI I.)4• INN. EMBED 7.UT MIN, EDGE DISTANCE XIII AI. INTO CONCRETE BLOCK =Ate, INTO WOOD 1.1/0 MIN. EMRl0 t.10• MSL EUIED • • 2.1R• MIN. 000SOSTANCE 2.111• MIN. EDGEO5TANCE •ice UP•E0 CALKMN RY POWERS' FASTENERS INTO CONCRETE COMM PSI NY ON, DAM r MIN. EDGE D16NINCe TYPE Et. WO CONCRETEOLOCK ]TMIN,E48EO r MIN. WOE DISTANCE • 1N• CREI7RF5 SS} MAOOJIRY ANCHOR RY 'FLCO• INTO CONCRETE K•2000 PSI t y1•LON,EMOEO a TIr MW, EDOE DISTANCE TYPE CI, INTO CONCRETE IPOOCK I OF ON EMBED a Ur MIN. EDOE DISTANCE Dm, 14•DIA, ULTRACONIY 7tCO WM. NTT K61. FT• 1Se KSI1 INTO CONCRETE K.3000 PSI 1JH• MN, EMBED a•10. ON EDGE DISTANCE 777E E: TYPE El, DZLIL TYPE f I, LY2§ 4 TYPE H. 1100 CONCRETE asks y Dj,. INTO WOOD • I.IH' ON, EM1EO (.1I2. OTC. WIND i•Ur MIN, EDGEOSIANCI tin* 1OH. EDGEIK5TN1OE )l0 PIN, TAPPER. BY 'POWERS - INTO CONCRETE IP' • SODA PSI 1.2N• MIN. EMBED 2.1f74W. EDOI DISTANCE ono CONCRETE ELME 1.114.1.1114. EMBED r MIN. EDGE DISTANCE Ear& 1N•. 711•ALI, norm 50(10 SET ANCHORS INTO CONCRETE le • 2000 PSI Sr LPN. EMBED r 4W. CODE DISTANCE INTO CONCRETE BLOCK TM1• MR. TAMED Y MIN, EDGE DISTANCE 1N' DIAL IRO SCREWS (77 • EBBED IN10 W000STNUCII%IAI law NAL (NASALS() E4600 1.1? MIN. EDGE DISTANCE WO W000 1•ID• MN. VAUD r MW, 700E MITANCe NNE• PIA. ULIRACON BY ELCO ITN • IN AM. Ty • 1E5 SEP IN10 WOOD STRUCTURE 1.1R' NUN, EMBED 1•N' HIND, EDGE DISTANCE rWY.•MY ,tl.•1..wV,s6..MU •1. 11.11 .1.N MI MYI•• IIMCY.M1IARIOnu. 1••I00.1411 ad•M••Mur Wadded YAM d M. 1w....1 MrlYw.•w • Ma coos w.err `I MIwo «MI,MWIY.u•.11.M.1MrM.,W Nr•1r.uMW mown.& • .666.11 trl.ww 6 M16046.166616.66M ea +R1i1MwM•'N Snub de NA rAsamoauswo.lss 1MM1•w..Mr*t....w. • 1::=mMMwMs•�s1.1.WOO 11wMM1•W b P. nor. MAIM .014.11dall mum 01.1M661W «M • O.w'rI,.NM Mmr WIw•t 1.•� 4 A 8t0 h�II �OEtN� '� Fe61UBry 271h01S V Ss ' a. C E tl F417552 • • ••• • • • ••• •• •• • • •• • •• •.F • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • • • •• •• •• • • • •• •• • • ••• • • • • • ••• • • • • • • •• • • - . . • .._ IMP 4 ,.61,• • OO • • • • • ••, OPTIONAL NFC1004l Sossis QNSCIIRDIC • OPTIONAL 1ASM I NRCI00-0T•OSIT• O OPTIONAL ®NFCSTMJQNOAW. x' STANDARD CEILIND TRACK iTCANDAROADATOPftL ROT. iI . DMI WALL TRACa STANDARD I•S r SURD OW b 1, OSIP w. I...xzar.,... - /�1NRCW 4I Sq�t•T. OWALKDVER %1t4 .� Ct60•• SOWS .��IIi�IFS-LJ� LITY NRCIOS•II0.6.T. 4.00T �NRCt00-0;•T6#•TC_ • PTIONAL NRCt00.1••6,3•�6 i0 WIMP MARTER ? •}1J+. h•r.••. �.1TRENCH STANDARD TRACK TRACK (f T.I TRACK . STANDARD TRACK (i.T.) CEtnER MARE OPTION t L?* Per. _�' N00 Malt W10 SAW DOW I SOP .... , 0.t23•. i 44 A . h - 15 6 o OPTIONAL —I/ NRCIOPI 16006-Ti - BTANOARD TRACK (S.T.I 8 TTos to OPTIONAL NRC100•/00S•TS u r■ Ur THK Akan&b A.. dd 1•mS• PROW INK. AA" At* 606yT6 HHAW DUTY CE6JH0 TRACK 'Z./HEAVY DUTY WALL TRACK I'T 6MYT6 T.Dir t, ' :.� . st • 2 OM • ea 1 MT ,c + 0.0600 aTUSE ;.TOS•I 1. ' 1�`�,.. i '. .. ,iwn 111661tr.: USX ftx•x s. USX slums. �� T(. f - • 4- it '. .. # �o '1� tl IOP14666}Ta �_ tiL�.]i �NPC10M113606YT• 2S i•tlTp ! •OR•T6 •6oua•HLAW 1T WIY AOJ, TOP SILL 18 W DUTY ADJ. ROT, SILL ISOl Q. 7MER MATS UI A� MLR MARE \.(;7\, FLNI755z VAN •t..n ...wi WII.1 R ADO- II • • f or 16 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • •• •• • • • • • • •• •••• •• • •• • • •• • • •• •• •• • • ••• • •• •• • • ••• • • • • • • ••• • • • •• • • • • • '• • • •• • • • • • • • • • •• • • • • • • • • • • • WITH UNIMATE CENTER MATES 0.2S0'1• HITCH HITCHi9 PIN b...—. 0,07 �1 ,,. 0a��T NI _ q _• • • • "Art • • •• • •I • •• • •• ••• •• •• • • • •• • • • •• • • • • • �320'. (tam r,..,_-0.013• 11, � Fa N M til 1 I III' CJ l t N 01•bl illo 0.3111' ,�� b. .'" .um. LGCIONO PIN 0 PUSH LOCK W ! HANOLC @R _ 76• KOREN PUSH LOCK 18 �3� PUSH LOCK T4 • _',.''.."— U - ER MATES II 4 • (WORN 1 1 ,/1 • sy. ' '/OL,‘. ►OCK = 0.010' k SCREW f iri yi J:•• ()THAW ©EGRESS TURN LOCK EOREO$ TURN LOCK (�n •100CREW SUST OPTION 1 WITH HANOLE OPTION 2 WITHOUT HANDLE 9U (Fu • 134 KIR, Py • 100 101) ALL LOCKS MADE 11Y ALL POINTS 111 1 tiL FL/117552 rlww 1 N "; AWN t °M a4 w.r.. %. PL 1.°1 ADl6-Il #44 /0tit: tit:PI' o or io 1•ul tunty 171N, 2U15 MAX. SHUTTER SPAMLI Al.OWABLE DESIGN LOAD PQSITIVE NEGATIVE IN PSF PSF <.52 •'1901:- , 11"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 jNSTRUCTION: ITI;P 1. DETERMINE DESIGN WIND OAD REQUIREMENT BASED ON APPLIC E ASCE 7 STANDARD. STEP 2 CHECK SHUTTER CAPACI FOR A GIVEN SHUTTER SPAN USING CHA 9 ON SHEET 4. MAX. DESIGN LOAD FROM HART HAS TO BE EOUAL OR GREATER DESIGN WIND LOAD FROM STEP 1. STEP 2 USING CHARTS ON SHEET 8 TH SHEET 15 SELECT ANCHOR TYPE AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE ANCHOR DETAIL USED. • . .•• . . . •.• .. .• . • •• . •• •• • • • . •. •• . •. • . . •• ..• •. • •. • • . . • •• •• • • • •.. . •. • • • ••• • . • • •. • •• . •• . .• • .•• • • . • • . • • • • . . . . . • . . . • . . . • • . • ' • • • • • • • i— EXIST1NO WINDOW GLASS • •• = rz•10111.w.• 0 • • • • CENTER MATE OPT • ti•• TYPICAL ANCHORS C2P O.C. TYP. SUBSTRATE Niur Nr4opr Nur- 0000,U OIOTEK SCREW 0tYOAT,:— CENTER MATE OPTION 1 A SECTION W I STARTER AT ENOS TYPICAL ELEVATION STANDARD TRACK Qi 1 CENTER MATE OPTION 3 40TES. 1) LocK SHNi SE LOCATED WITHIN 1r OFIAID4PAN: 2) FOR SNUFFER PAN a 12 FT USE 12) LOCKS AT /q SPAN: 2) LOCK •t+ ED FOR STANDARD TRACK ONLY. 4) LOCK OR SHUTTER SPAN LESS THAN Or ONLY. 0) LOCK •?) T SE USED WHEN LOCKS@ONeIRE USED ON SHUT! ANS OREA7 �R THAN IN•, 0) LOCK PSI)USED WITH QOJIS OPTIONAL EXCEPT ON SHUTTER SPAN GREATER TAN 1N•. .kY iit4) OWN NO • i✓.�of Ib I! F1:N11852 Yin ea. S. MIS w to ■r we Fid luaty:2701, .uwe • AD15-11 1OT.O • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • ••• • • • • •• • • • • • • • i : - • • • • • • • • (2"x3"x 1/8"THKALUM TUBP) • • • • • • • • • • • •••• • • • • •• •? • • • • • • • • ••• •...-•--• • •• •'`J! • • • • •• •Q us EO0 = r, 01 {7/AMCHO• AORT7•C e! la Mid_ h r11 r.1 ur Alm% AMOtY O e O q o °EACHt \ e O O IIe E -IU•la"wflre izl r r (2" x 5' x 1/8" THK: SHUTTER WIRTH1 _,. MAX.42dM' ELEVATION OPTION 1 CHART T DESION LOAD FOR INTERMEDIATE ALUMINUM 1UEE 4UIIEH TUst lust T711 minion r.r.ur T.r. Ur r•r.l"• 71.16 ' - UPII to fir u 11H1 0117 row 77 gPyr MMr 7OMir L UM, TUBE) SUBSTRATE TYPICAL ANCHORS 24' o.C. TYP, •10 TEK SCREW 11 AT 24.O.C. ELEVATION OPTION 2 90 DEGREE SHUTTER OPTION 0 SUBSTRATE fulnuluy 27111. 2015 .vela • • ••• • • '• ••• •• •• •• • • • •• • • • • • • • • • • • • • • ••• • • •• • • • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • I44 IG4 11AW VS SI.SPANAAAN114 0 SPACING OUTOUT(1ESif9E alit VI SP)� AND A7�I1PA7 !Tilt • • • • • .- ANCHOR ' . ;' •• RE TART ON LlF7 \•'1 ', VI9alLCARW1161 . 1110 a 3.410417B.9 SUS. 14.1719184 HAT NYLON _ r 7, '� - • 1KTA11- ITf I•..,_- - 0 01 (H' 1AA,, ' 043 WA. A'' 5119(1151 (IQ,tia!ta In¢NLRa 4191016 SN44.128H 199911111 IQIKE ¶ KOCK W7. " In.' souNkN lA &Sl TOA4 • R/01.1: 107111610 N1.U1A rnM71HT6 HULK 11191 A5 AM1004 011614NG 11n.1 AM1KlQ WW1M: Ils1 AN771H. 6041:IN1 (In.) AN1al4 SPACING lla) AV15M SPACING 116,1 111111 SPAN SPl11:NHi •(0a4 AVnNW M'ALWI •111�}F AM11N 14 LI MI 1 AM10K wW:INt Is,lI iwE Q 111: 401QK1 19'O'1M lin.lol • {.IIPI ..T.'', • /IIJuh f.' SUS�(TOP UNLY► - Q10.7./101TRS 61A.3al R POP lSQI f1PF A/9/f/F T1W. I: ME .14/02/I7/ Till 51101/o illol TYI7'. fl/FI ItiF .IMTI Tli „Tat �11.0 •ifo 1'�a • ••ti } �2/U!!F1 .11•M • � / 811•R1MTE; � r © TYP. TOPa BOTTOM Q aw, • 00 11.0 14.0 '14.0- 10.8- Li 0- 60 14� 1.LO .7 v41l • �' ' ' .. . _ �•:II • 1..74 1.1:0 14.11 -14,II 0,3 ' 111 5 iR 1.1.0 11.11 ' 1.1.0 (Li 11.7 �9 y 96 14.0 12.I 14.0 5,a 0,5 ,1- 96 14:0- -14:0- -14.0 6,7- -I1,7- [-J 1T / uN. 6EPARATON I[l� CIIARTOI7llOW - .. ( ( �� RI e+S g go . •.•1 f1G ii il ill 1...L4.4_.__-__.L!/...__ 3,5 6.1 1 IH. 25 41. it L_. 1LR 131 14. a lu. N J o 1, 0 5 150 13,0 0:6 11.0 4,3 7.6 ISO 10.1 _.JI 7.8 __AA 12.5 161 • II 0 R. 9 13.7 3.9 6. 7 164 9. 4 a 0 11,1 3,1 5.4 4181 10V IL 12.0 3,6 6.2 101 8,0 11.5 111.1 5,1 04 14. 0 44. a 17.0 6 7 11. 7 60 IL0 12, 1 14,11 5. 5 0.6 76 12.6 0, 3. 14.0 1, •t la 70 11 11 S 11.0 S. 2 v.0 H 96 10,3 7,6 12.2 3.4 59 96 17.1 _ILL 9.3 11.0 4,I 7.3 0 MI R.6 6.4 10.3 - 5.4 40 111 le 7,0 12.6 1,6 6,2 13'� 7.3 6.5 0.9 - 1.3 433 9.2 0.0 IQ 3.1 5.3 111 iv y 5•i I 150 G. 6 1. 6 7, 8 -• 3, 6 150 .6.1 6.0 11, 6 • • I 167 6. ! •!, 6 4, 5 7, 2 - ]. 44 (62 T. 5 6.6 N.9 - 4.3 cs12 6ss. =41:2:� 11. 0 lf. l .1. 4 844"- -. 13,1' 11, 0 L 4 7.6 1 70 l7.6 U,2 Il 0 4. } 7.2 79 10. I 1.5 12.0 3, A 44171 , / , VI r / i8 en .4.1 t1 Nf: �dj1j 80 1 111 6.9 5,1 8.7 . 0 R. 3 - J 112 6.n 1.1 .1 35 137 7•I 4.4 a.i •},] iiiTTT 153 5,2 3,R 6.1 id3 6.4 •1.7 7,d -f .1.T 60 13,5 10,0 11.0 I. 7.a GO 10.9 H.1 13.0 3.8 6,3 78 464 6,7 LQ D , - 3,.,Q 70 10.4 7.7 12.3 3.5 fi0 60 96 0,0 5,0 R.1 • - 4,0 60 90 6.4 6,2 10,0 1.V 120 0.5 4.0 f•,d - 3.2 110 6 7 6 0 11 0 •" 3.9 . y� 6� 111 5.6 4.1 IL - 3,3 - 141 4.6 3,1 6.4 - - 11.8 8.5 13.6 S H - 5 1 o 2 qV 3.1 7R 7R 1.2 5.3 La La - 4,2 12 15 TH 8.,y 6,8 10,8 •- 5, 1 70 96 6.9 .1. 3 1, 0 - 1. I 10 96 7.2 5.3 11.0 •- 4.2 114 0.1 4,5 7,"•• 7 1 •1.1 3..9 115 &1 3,R GA- - 33 133 •t.7 3.1 4.v - - :. ` TYPICAL AHCN4M1 SEE CHART ON LEFT , CHART G ..i01B171. -,, .. �• 1_ J ... Q O la O NYLON O�USIMNO (ROhOM O4•.rl g >! II d yy , L I 6 R V , GO (0 { 7,S ISA S.V 60 0.2 0.1 V,T _ 67 TR 0.3 67 7,d - 3.7 7a 7,a 0,7 0,2 ,3:L LS e9 96 1e ] 4. 7 7, 5 - 7.'t_ 4q 116 6 1 3. a a, I - - 120 4.1 O.Q -1,0 Iz0 5-I 3,r G.0 .. .,. w V.0 O,R IO.T 3.0 S,2 611 7.1 5. •1 6.t 4.z•alp.rAlwrc•.B 1.4 4, 1 a. 7 - 3 2 7tl 44 @ .. -•II 90 .44 96 4.6 3. 1 5.1 - 911 9a 5. 6 ._1,1. 4,1 41 7 3 3 {Oa 4,1 3, a :L N " - I IM 5.0 •3, 7 6.9- - re R.1 6•p v,0 • 4,T G0 6.4 4.tl 7,8 - 7,44 72 6.3 4.0 6. a - 3. 2 6. 7 SO 0.0 - 3, 0 i1N1 A.6 3.5 6 - - Km72 6l all 4.3 (19 3.3 _7 0R1 4.11 3.9 •169 - - 06 S.1 3.7 6.0 - - 1L_..^ OJL...._I4.t • 1. IL ,A.-. 0 I .1 6 Rea Guff 10P406110NCHM/ .: 60 -Li-. 0.7 S,b N,0 - ..2- . d.R .._ . AnS.3 -.6.1-- . 4.11 a,n - 3.1 120 72 5.6 4.1 6:7 - 3,:4 12U 72 4,6 1.1 6.4 - - HI 4.I 3.0 4,8 ^ R4 5.0 3./ 5.0 - Malta 5PA11 4644 ,*5(R 1111 48 1.2 .3 8,6 - 3,3 49 5.9 3. 5,0 - 3.4 aw.Ir �' F1.p175SE 1i0 s.e 4.3 G. 3..1 EL, IA 3.5 5.6 .. .s^ a.awr Mr�� J wr � r••-w I10 436 i 3.1 5.1 - - 140 aR 0.3 19 M19 7• 10 Ht. transIL• 3P1• * e+1s r+l• 72 3.9 - 4.6 _ - 72 4.R 3.0 6.1 - - 411 6.3 4:7 7.5 - 3.7 49 6.1 3.8 0.1 1u.14011lw• 7r M• 16a CAI 1,1 3a L0 Um 60 6,1 3.7 6,0 - .• ur.YMtlINr o M * 1•01.1 �, r•.r RIt 3./ -. 7.4 . 66 4.6 3.1 6.6 - ... .N'.004ater AI}• 94 .I ..' ill 5.6 4,1 6,7 - 3.3 4N 4.6 ].•1 5.4 - - 16000 I,a 13 5.3 ,,Go 3.6. 1.3 .. • '-thealRa1 ..445' AD15-(1 41 R .. _ 19 •tJ. 1.0 19 - *y448910N��'5Yt - 0 ar M IPI.....r),Qa 200 57 I. 3 -3, 1 0. 1 ... '. 200 07 3. 5 1 I ... .. • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• ••• • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • . •• •• • • • • • • • ••• • . • • .• . • • . • • • •• • .• • • •. . • • • • • DESIGN LIMO VS SPAN ISO ANCHOR SPACING CHART OSSION LQAD VI SPAN ANS NICINIA *BA INO GNAT • . • • • • • • • • Wu Diorr. Ida DETAIL Ulf (TOP) W OWNS 1h0IB0TTOUI .I�• tpliMl• Ootitalkta wow." NatS1town 2 n Kw� •carlt61l SCaUllle 6t bOODum T1 y� E �1 C ,iE • 444404 swim' In1 7wla snow* Iw1 MOM wows 1.1 611a01 Wna•6 O. b71/70• van 1%1 • • snobs • I' • • IV • N�7011 • 6+&• 1!I L AMC* ••an6 YIp171 7 00710 M 6i�►•0 4 .v. A1p11 t6 C�111 trig if '' 7110 7 OIIt•1 6tMG1/. Irst1 4W.2. •M •1: „..t• 'A.l11a 1.14..1 Tar •-Ti•. wllt M Ila y6 ua 01 11I sr • 170 I/a its Ste 7r Ile 1/11III 1/0 Ir 111 111 1/1 fa III N W . Uo .. �171 i us it if - % U• NI I,. at . 62 71.• WI it? 11l ' 111 a1 • 111' /71 is Ul 61 N Ur 170 MI 01 41 76 116• 111 61 171 IS a 161• ul I1 U1 4,7 11 112- 011 74 171 14 11 111' 111 as US II a• Hr 90 /.1 116 71 16 Y 10. 110 III 1/1 . 7.7 171 , N fr UO 117 WI 10 161 sr US 110 Ul /t ►I rr GI 71a 01 /t 10 w 1/II Ill Its 14 N Ir 11.) a1 1714 al IS air .1II Oa us 76 II III' 11 7o .71 37 6f lir Ilfi- N.. 17 171 II 11 71r .6 11 Itr 11 ♦7 NO IA 111 11 1t 111' 61 I7 11 a NI or 170 17• II/ of ttt N I►' U1 It. 11.0 a al Ir MP N.• 1/0 lI 11 W111.66 170 16 LI II' I11 II /11 7e 6I lo' 14 /1 1.1 11 t• 11r 04 11 114 11 II I7r T1 17 11 as 1N' l/ 41 414 ILO ur tI l7 se - N If K 11' li• 111 111 1.1 I1 10 •f tr tit •1 Ill 13 /,1 III 11 110 1s 1l 1S la 71a 11 S1 1r II 71 St► ' 11 6l N• 11 46 .a • 4.1 1lr 11 6.4 I1 10 fir 1N' is /1 It ' . a1 111 11 la II • 11 66 •1 T7 a1 Y 7d 770 11.1 ' 11• . ' 16 r.■ 10 •r 11.1 as 74 fa 11 tr N6 La 1f1 1• II 7r 11 •1 Ala IS /6' 06 11 103 Ia 1r CI II l• 4.1 111• IA /1 I/ . 11 III. ♦1 41 b 7t ar 111 sa 171 1.1 1.1 ' W 10.1 1• u• 11 61 or .1 61 lei 7.t 61 Ir it LI 61 41 4. Il 7I 1.f 11 W. 41 Al 11 ♦ II SIr 1/ L/ La . .0 141' 61 II 64 . le IN /P lie 11 III /r 64 sr sI II 7U as 61 /r 61 61 us • 40 - tr I0 01- a 41 N. . 41 11 1/ 40 7a• 11 11 4.1 11 1Y 4.1 •► 11 .• 16 01• II .a as Si t)• /6' 1111 U ill VI 66 4 01 IA A -' 711 . 14 ►I W. 67 II t7• II 7.7 - sr 1r. so If 41 Ir 11 II la 1/ IN rr • • fa 41 - 44 /• sr 60 46 It • L1 Ir Ia It 11 aN 163 If a7 111 71 II 14' LI 11.6 11 L) Ir 7.1 II ■ a .0 • .r IA 4I PI • 17 fr a6 a is • 11 MO 7r . 61 L7 1.6 . wr 10 lI 61 • 14 61• al 71 11 • W 14' 10 61 107 . 10 1)' 71 61 61 4.1 /r to - Il 41 6 136 Sr LI 1t 47 1.1 Ir 06 If 11 • 11 7r 4.1 If II - TYPICAL ANCHOR SEE CHART • SUBSTRATE WHEEL CARRIAGE _MIN. SEPARATION, SEE,,,,,•._ CNA(i -Oti911EETS SUBSTRATE TYPICAL• ANCHOR SEE •.�+/ �,+�//// CHART ON LEFT •tl1011'410•NTS.S S.M.S. WI? 1Wes S/a' MEDIUM *.HAT NYLON BUSHING (TOP ONLY) O r1ORT41041T S.S S.M.S. TYP. TOP a BOTTOM M10ar 41044T B.S S.M.S. W171 I0'0171 r LONG NYLON BUSHING )BOTTOM ONLY) ,.I//161 1. o�,'.1tu21y R Eg PO at. y1• 1 F L# 17552 KIS fl umy21dt z6111 t0I 40.•1• .L • ►aM. AD15t• 11 1 Or IS 11Rt. PSIG1 1640 63P 15 In 60 60 70 00 90 100 120 140 160 Igo 0Fs101 16191S SPAS A20 AaMM* SPACING CiN111 . Ail. 27 P) W1f0 195111E19 1I36-101e smug MOUE ntR1R:7E 5161T11N ow, RIx ITAS 1NCB 80 78 96 111 132 160 IRO UK- M M'UND 044*11NG 110. ) 71TE An2rtn 11.0 12.0 13.0 12.0 12.0 12.0 AVIIMA6 SPACI06 1)n,) ins ' t2.0 12.9 12.0 12.0 12,0 12,0 *00109 SPACING Iln.) 11TO A21621k2 12.0 12.0 13.0 12.0 12,0 120 to. o12.0 12.0 12 0 12,0 12,0 M041* SPAYING 116.1 717'E Al/9l/U1t Ft 13,0 11.3 11,1 7.7 0.7 5.11 4, 0 9.1 7, U AD1N111 SPACING 114J TWO Cl/FI 13.0 12.0 r2.0 12,0 11,6 1110 R. 6 12.0 110 VIM14 t. 3.9 11.1 I31 163 60 11 All 6a .IQ.._ 00 II 6 10,0 M. e 17. 17 0 L $ 7,0 12, 0 . 0.6 0, 5 7.4 0, 1 12 10.4 0.1 6.8 5, ILR Guy 7.2 12.0 11.9 10.2 11,4 12.0 12.0 10.9 4, 1 13.0 11.e 1 L7 3,3 -Si 3. •L 7 3.0 R.4 7 s. x 0 b: 7 8, R 5,0 4g u 6. I 6, 0 611. ORSIG' RIA1) 5, 2 3.3 7. 5, 136 ea 70 t,0 12.0 10.6 i. 1 19.1 7, e N.3 12,9 12.0 1 . • L6 3. 1,0 7,9 6. 1 5 170 Ix 96 19R GU 72 01 08 IS • 9. 1 7.0 6.R u.0 9S 2 7.6 6.9 11,6 n.. !1 � 6.9_ 0.6 5,0 x. I ILe 5.8 5, 1 1.4 1,0 4. 4 1,9 CO- 16 4,0 66 PUP 25 -40 6.0 7.2 R. I 11,a 1,3 L3 I. 0 0.3 Sa .1.6 'n 0 1.6 3,11 5, 7 1.6 •3,R 6,0 1.9 3.0 4 0 s9 e0 70 10 •M! 100 12n 110 160 IRO '2U0 206 • • ••• • .. • ••• •• •• • • •• • •• •• • •• • • •• •• • ••• • • •• • • • •••• •• • •• • • • •• • •• •• • • • • • • • • • • • • • • • • • • • nest:, It 11"561A% AWLnolL6�'.V1 f1�i C1T101. • • • in 11 TOAD 1D00p • • • • •Null siiume ar43IEl MUM MIMI! IC11 E t• • SPAN 00 76 101 III 60 1e 114 177 1511 161 V4 90 114 11,4 12, 12.0 12,0 IL!! la 4.a 0. 1 12.0 111 9.5 0.2 t. I .12 12 17.0 17,0 10,7 MAN M11101 ARUM SPACING EPACM SPACIND 116.) (In.) ([ -) 7PIE . • TE I 1 '�• �/1�1 jllFY .. �. 12.9 j2 0 1 .0 0 7 -1 .0 4 12.0 8.3 11.0 12.0 6,6 0.6 • 12.0 4,R A4 4.6 2.11 L 7•g R,0 12.0 •1.0 7.0 12.0 17,0 7.6 t2.0 13.4 13.9 6.8 IO 10.4 12.0 4.7 6,7 a,0 R.N IRO •1.0 7.6 12.0 7. t L.2 117 10.1 ' 3.0 6.2 6.2 9.9 L0 79 i6'l i7 4.a x,0 7,0 IL3 32 6,5 0 1 U.0 6.1 0.1 1.6 44 .... ld:. .. WI x,1 T.0 11,2 3.I 6.1 Ithl 7.6 1L1 63 d.0 7.41 0.6 a x .lid__ 1.. 3, s S.7 96 91 6.0 4.6 - 4.7 III 6.6 6.0 6.) 3.4 135 5.7 1,2 6.6 3.3 60 U.R 12,0 4.3 7.6 60 11.3 0.3 17.0 3.0 0.6 76 0,7 64 48 7.1 5.2 126 I". 7 1,2 69 72 7,6 6.a RI 11.6 4,0 90 5.1 4,2 10.3 R. 4 6.7 11.l1 1.6 6.6 3.1 6.0 4. I 5, 6 4.6 3.6 .3 10.7 3.0 5,1 e.9 4,1 7,7 6.1 3.7 3.3 46 9,4 7.0 11, 2 3, I 5.4 72 81 40 72 10 00 /Ai • • • • • • TYPICAL ANCHOR SEE CHART ON LEFT •• •• •• 7.6 6.6 R.11 4.4 1.1a. 6.6 RI .1.95.0 5.4 7.1 5.7 6, i 0.3 4.1 00 4.ri 4.3 7.0 L0 A. 4 L I 6,1 4, 2 6.7 3.8 6. 1 60 5.0 3.7 6.0 1x 67 .2 . 7 67 4.R 3.S 5.7 6.b 3.7 4.7 7 2, 3. 4 4.1 3.3 3.6 81033' 410407 8.8 S.M.S. VA 7 / 18'0n Sir MEDIUM 8 HAT NYLON BUSHING (TOP ONLY) "MAY 41044T •-^ BA B.OA.S. VP. TOP 8 BOTTOM 8102Y 410.HT S.S s.M.S. WI 7I 78'0R 7 I B' LONG NYLON BUSHING (BOTTOM ONLY) nrq dW i��J�' • • I I v P 1 • F1417552 • •W N.1Hq • �11. 111 66 x.6 72 7.0 1� 10.3 60 6,3 ., 7,4 Ix 0.) 14 60 7,2 40 6.9 5,1 5 6,11 -1.3 0.4 - 3,3 44A. 4'1114Y 1WN SIG1G.1 WIN 1s.1;4 4(11111 t0'6I A\n A4141111 4I'1,41u•. cunt -eau, L.dUJ .4 SL_4J.u!NALI 1uu k11 WtlY111.:11411YT1. 6111111 CUMtY,N:1Tk 47N'I4k1Y. XIINI Itl'1 DAWN A411011 1A•A4 IN1 149I170 ttb-4 1116 4/11 Intl 4.4F 411111117 }1M111.1: 4.n 1 1116. 0/4: 4313019 594 IN: 101 I Tilt 411 414E 14 70 414 110 40 11N 114. 1N1 _'40 116 4P0 111 7N w_ !11 172 ![.1 4 111 311. 120 144 14,0 ILO _U411- 114 14.0 14, I1 160 N,u 41,4 11.0 14.1E 11,0 14.11 14,11 I4.0 11.0 114 11/ 133 11.8- _AWL_ @,3 11,0 0.4 17.E IJ AILS - 11.0 II U.A 13 i 7.9 w.1 11.1E 14:u- )0.3 11.11 N,b 11.4E 7, 4 I4 44 11.44 11,1E 14.Y N.Y 4n 14,4 17.0 12. 1 110 11,1E 14.0 44, , 14.4 14.4E JI b I. 4 I1.H_ • Y.► it4 b I. 13.7 II.0 It II 14.11 I4.3 13.1 U4 .11.1E 13.11 14.2 41, 4 X. 1 14.14 a. a 1.4 11.5 0.6 -1541!� 1,6 5.0 30. 10.'I •t41,111 Aw'Ik1M YI'11'IN. 09N•4N4 lu. 1 (41I It4F 111Y. F1 U/N1/U1 14, I, 14, 0 14,0 I1.11 14,0 I:.N 11,4E 11./' 9.1E C 0.1 I,U 7,8 7.14 14,1) 14,4 11,„ 104 0.2 N9 7,7 7 5 N, 7 I1 4 54 8.2 4, T 4 !EY . _Lit-. 7 7� 7, 4 '4'3JUL..., 6,0 11 411 N 44 7.7 41 1 9,3 N4 4,6 N.,• 6.7 I.4 1/. :4 N • 3i' 4.1 141 111I 1431E 7X 1311 11,11 14.0 1 II 4 I. 2 II.9 4.2 5 6U T.0 4..L E49 51. 4N 14+. 1N '7.I, 78 • 165 14' 4u 72 NI A 141 H2 .i 4,8 17,0 011 11.1 7.1 UK 11.5 l 11,0 9 4 13,3 N 2 11,4 7.2 44.11 1'1.0 11.0 9.0 13,4 I 11 1 7,1 99 n7 1I 7 NI 101 144 44.1 N1 ,4 b. 4 4.5 t7 M. 1 IL 4.• 4, ILL X. 1 4, 6 86 I 4 4 J.0 :1.b 414 5N S I L1 4.4 4.2 ;1 4 4.7 • 114 t 1. I'N 144 7• 1,1 116 7. It ItX 0.'1 - 11,4 n4 1'. 1 S.N 62 4.7 4.3 4.4 143 4,14 80 3.3 I, • • ••• • •• •• • • • • • • • • • •• •• • • •• •• • • • • • • •• • • • • • • • ••• • •• • • • •• • • •• • It • • • • -•- - - • • • •• • • . • •• • • • • • • • • • • • • 711,011 444 V'i\ ISII who tl'NI'M, plan • • 111111�. 1 Itll�ll>fl ' • • '��--.. -'-�t -ir mullelq'Ti k t1i • nRrwou mom it (uu'Nklti .x �� glumll wlNix 0 WW1111111E 4411BIX /WW1 AV11W1 A4114M 4'.u1V, 51'N'1V1 441411V1 61841ND 5141'Iu1 • Y �17•F� /E / 111Y itl'R 4•IJMJN �1,1 4 / 4.11 9.II 4,41 9.4 6 40 50 66 74 614 w 1W 120 1411 1�iy tYl'C U141143:1'/F 141 (I U.0 4 11.11 'T,L.. U.0 _VI 150 7.1E 911 11A4 1_0 911 1,41E ' 9,1E 9.0 1A1 '1 (1 U 4 74 1 4,11 IX. 141 9U ( ILL_' u 'l 1:1: t . '4 no 3.44 14) 114 1.q 1 •4.0 r !L± •1. 154 IA4 9 II 4 II 'N 41.' + M 111 R,N • T.7 4.0 4.0 4,11 :/.4 0.4E M II 40 1. 4.1E bl 5,4 A. 1 5,9 811 1 73 a. To. 0.2 1.4 .1/ - '1 4,0 :t.11 n 3.2 4.J r,4 1Y It Y 4 1.4 NI 7,4 14.1E '11:1 131 3.11 MI U.0 1.0 01 6,0 0.0 • 126 5.1 41.1i IA 4.11 .i4.0 1.7 0 .1 6.11 . 4,;' N.4 49 3.1 ' 8. 4 62 24 3.4 A, N 16/ ,� 4,5 1: 3,7 7.9S. 1 1 TN 7.1 11.0 1.2 1.5 iX 1.7 1.2 3,;1 LO 3,8 101 41 1 R', 441 M.:1 9. 73 7.4 AA +i 11.0 t.b 14, 3 it. M N- 7 937 !2 A. 7 4.b 1. II L't 1.0 7N 7.2 1,6 1.3 12 N N 1 11 4 4 4• • -1 N 4.9 7.0 4.2 1A• 4 1.1E 14 u X 4ti A• 2 •19 4.1 1.49 7.3 I 1.1/ 40 14*11 111) 7 3 10.1 1. 1 4.4 3,0 7.7 110 1 . I •1 . 1 :1'. ' :1 1 IW 44 IL I 11 1 61 0 1 4.1 4.1 ...A..9 7.1 .1. '15 '1: 1 4:Ii N ''OM 44 1 1 111,E ....1_t_. 4. 4 ,1 11 ...AL..: 114 1 f. ^' 47 b 7 .J61_:9.1 -_4 I _, t:d._ _24I_L }` 1_,4 4 4 00 3.2 1.0 5.1 3, 2 I:2 a TYPICAL. ANCHOR - SEE CHART ON LEFT - EO. WHEEL CARRIAGE IY10ir 410-11TS.8 - &M.B. W/7t MIN 5tIY MEDIUM & HAT NYLON BUSHING (TOP ONLY) 3.11444EPARATION SEE CHARra ON $HEFT B_, 010tl3 410-11T 8.8 8.M.8. WI 1 t 16•03 71 r LONG NYLON BUSHING (BOTTOM ONLY) 4416'O RIVETS OR TYPICAL ANCHOR SEE CHART ON LEFT " MIN., ibtftligr SUSS/RATE CONCRETE • ....,-. 013 EDGE DIET• 111012:41044T $44S.MSTYP, TOP t BOTTOM 1.1141U01yZ7111, 10)5 Y b tra Nn 1 FL#1755Z Mn M.41•Y 1411.14 Ib 414111 W61 FL MUM y11.,A MOM u, A015-11. • •• ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• • ••• • • •• • • • •• •• • •• •• •• • • • • • • •• • • • • • • • • • • • • ••. • • a •. •• YEWS UPS 75 371.3 AM I 00-11011 FPAtl\5 C14417 R;511•�1 I t, T;� .{�.1VrA.q'Irllf t Y I C�lti - • '1 AWL I9.S14N LOAD IIEfA L 4A Idf7147 11A7, IAD • • . , CET 11.6n Al9 •• . TILM ySPAS 1 .Mal* 6PKI1G CIF. HA 116.1 1111! 41Y1711.17. AITi1N1 5231ION 61'ACI.10 1104 nN111E1E 5PAC15G 110,1 nri710i0 O W SPACING II0.) A%111.10 1 SPACIND 116,1 n•A1111P 11I2'177F. nl'l9E70 En t1„I.gT, • *50604 SPACI40 44..) 9`AN" L'A1111 SPACING 1101 I'fl8 SPACING 1115) ANJIQI SPACING 118.1 11 STACIMG It ) PSF 13711 Tin AN 1116 C/F 11TE 0/1 Al1444 11 MP El PSF 180 Hf 7.,-.,17.,-., '1 yPE j/0 V& a/E •* 1N 404 11MA . (0 17.0 17.0 17.0 17.0 17.0 G0 6. . • 7 •i!1 I; 5.$ O F16 9 11 7 O i 1 0 7.: I .0 76 IA,, _III,0..R ,, '• 15,0 _..1 ., 114 7:I0_-.L7,_. `7.0 l ' 7.0 7' It _,1,7:A-:.., li..1_, .' ', 11 ._.' , • U .� �F . '=l, . 1111.1lik - 25 -'4..0--_.-14.7 ILO 25 0 6.0 16.0 11.' 16�q 111 17.0 177 0 17.0 12, 1 11. 1 1 ' .. ' 15,0 11.4 IZ.0 10,2 19,4 15.0 17.0 I{.0 le II.A 9.9 160 - 15.0 13.0 16,0 15,0 5 n 15,0 15.0 15•n 17.11 12.0 6b. u _ IGO ILO 1.0 415.0 10.6 9.1. NO .__... ,...__ __V 79 1T.O J7..0.. 17.0 0\I (7.0 17.0 a 13. 50 1 0T 0 - I5,3 __�� 96 ' ,1 . 96 17.0 17, 0 17, 0 12.4 10,9 160 '16,1 160 ILIA 11.7 40 111 I 17,0 15.1 10 5 9.1 40 11I 15.0 16,0 13.0 11.9 9.9 0 1 t 16.0 16.0 14.2 10.2, 0.7 1 7.. 6.0 • DV 12.5 17.0 _ 10.7 7,4 0.4 462 13,3 ILE 1I0 0.7 5,9 70 09 17,0" 17.0 17,0 I2.9 13.9 S0 60 15.0 ILO 11.0 13.0 10.0 78 17,0 17,0 17.0 111.2 10.7 70 10. It,0 It.O 41.11 165 .,, • n. 7 0 11 ' 1 0 7 15,00 9 1N 71.2 17.0 12.2 S,1 7,3 111 46.0 MA) IJ,I 9,1 .9 171 12.2 17,p 1a6 7,2 0,3 at 13.1 ILO 11.3 4,2 O.3 1041 10.0 15. '61 _ O.2 71.5 45,7_ _11.1 I611 60 7,0 5,9 60 60 47,0 17.0 - 17.4 ILA 60 _ O 6 0 1.11 12.5 70 - FLU 17,0 11, 4 , 15. 2 14. I, 15, 0 ..-.J.:x0 Mg 0.6 IM ILO 17.0 17.0 12.A 11.9 9 . J.' 9,1 7,1 120 17.0 17.0 15.0 'I.9 9,3 '' , 04 7.5 4 5,3 141 19,7 Oro 13,1 03 7,9 Hi 10.0 14,9 ' 07 6.2 • 10 17,0 17,0 (7.0 ILL 3. _HU_ 2.. 76 36 16,0 D • 0. -_P _ 7 7 0 76 ILO 15,9 13,7 9.9 0.2 _ _ 0.6 10. 2 . _ , . ' 6 7 ,, 1L4 47.0 17.0 1.68 0.9 71.11 III 10,8 15,1 9,4 41.7 5.4 133 11.1 170 12.1 7,5 7.3 III OJ 12,9 7.11 5.7 4,9 .611 60 17,0 17.0 17,0 14,9 14,,1 00 60 5.0 F.0 .0 78 17, n 17.0 401 41. 4 L1, 4 15 0 I . ,. :.'1 6. 9.e o In 17,0 (7 T, 1L_ I'10 110 13.3 7,0 5,6 1,7 EII!_... 71 - _I_, t.._._...1.7, 1AU �_ - 4..---.)i,.' �., i U 5 13,9 ' U tl.J - i.T _ 6,1 914 16.7 17.0 1Li 9.J T.J 1 tl 1 7 . . 10) I40 .7,0 11,7 7,3 T.4 101 11.9 11.4 7,7 5.5 4.6 IOA 4 17.0 f7.11 I7.0 ,• ____ILL..., 9,11 9.5 15.0 12,5 _ 9.0 73- 71 1I.0 1].0 15.1 12 17.1 15, 0 10.4 6,3 ,,,_,! 41 IPA l7. 0 115 &L ma__ 7.1 100 h;L tl 2 . _ILL) _ tl,1 b. 4,,' 6 ,l 4, 7 11.1 17,0 ILO 7,.1 96 ILO' 13,1 7,11 120 411 17,P 7.0' 17,0 12.1 9.11 111 9. Ti .19 15.0 Ib.O 47.0 b.3 7,1 IFI 17,0 7.pp 15.0 GO .0 0 Al_ 7.5 '¢3 72 15,7 17. D 11 1 9.3 7, 9 120 1 0.0 5 111 14.0 17.0 11.7 7. 3 7, 1 04 1.9 13.4 7,7 6.5 ' 4.0 in • 11 17.0 17,0 11:.9 I0.6 10.7 40 17.1 I6,0 II. 1 0.0 0,7 RI 10, I 47.0 13. 5 1, 5 6. 2 60 11.3 16.0 ILO 6,1 5.4 IS0 ((.1 )7.0 17,:1 7, 7 7. 4 140 69 9. 3 11,1 1. 1 5.8 1,9 7/ 13,5 17,0 . 11.3 7.1 41.9 72 IC 13.17 7.4 5.3 4.3 I50 MIIT,0 17,0, J4I V,3 9.9 ____11 60 11.2 . 5.0 9.1 7.0 5,V .,.!It_.,1)�Ij.:4.-_4.Iab-_Li--_L.)- GO 14',1 '47,0 10.1 IL 0.5 160 .0 IL 7,6 5,6 4.7 40 0.2 12.I 7,1 5.1 0,3 IFO 49 16.7 47,I 111 R1 - 7.0 10 110,0 15.4 Al 5.2 5,2 RI 12.11 17.0 10.5 ' 6.11 11:1 IAO 60 9.0 13,1 69 5.0 4.2 200 '45 1 s 1 I7, 0 11.0 7.1 7,1 .NO .. ' 1 . _ .. . 57 11.9 10. 4 10, 0 6.3 a II 1' 7.6 11.5 $. 6 4.7 3.9 • • • •• • • • MIN. SEPARATION SEE CHART 0 ON SHEET 6 01013' 41046 8,8. 8.M.5.WIT118'8r7l0' LONG NYLON RUSHING (BOTTOM ONLY) 3118'0 RIVETS y II Ad (I 3418'ORAMIS �!,���I 1,J1•u ® {2' Iili tJ ADP u �El iki W U CONCRETE u'I TYPICAL ANCHOR _ SEE CHART ON LEFT 0 0 z:,: • EDGE DIST. � 1111 SEE 1/ 0 6 Bt! �� MIN. SEPARATION CHART G ON s SHEET 8rnd 410.1ITS 8.11.8. WI 7/f0'00 LONG NYLON BUS (BOTTOM ONLY) BUSHING TYPICAL ANCHOR SEE CHART ON LEFT 0 EQ. CONCRETE MIN. EDGE DIST. Y 1 I EEC f"T{Ilul� IFI.A117552 .., ww-o. Mit ..,. •• Mart 1n IF•. mom op. ADIS-11 10 or lb • • ••• • • • ••• •• •• • ••• • •• •• • • • • • •• • • • •• • • • •• • • •• •• •• • •• • • •• • • •• •• • • • • • • . •• •• • • • • ' • • • • • • ••• •.• •-..• 119419 IIW111 NIT; AND AV 11111 51'A17% 1161 • • • • • PETA 4. N O4 1a1N1. . . • • • • • • 411 11141911 S9TN tKAI14 NW t1YU1 94x11• tWr1Id rA1147 tS • • • • • • • • • • • 11E51A Y1W1 VAS .L1N11N1 41I'M•1Ni. M1111111 51'MYt4 AW141N 51:9:194 A.4111N 51111.'1,V: A'4..UII 81'AUa1. A OEN 5I',0:19i 0 Ilu.1 1111.1 jl0,3 11m. I,• 1190 1i4.1 MIN, SEPARATION SEE I.'PO 1? 117 CHART OON SHEET El IN111 1111: li A2,71.11' NI/111111! • i1%,i1 1.4 I* •••• •;• A!NCjI'1111i li . • •� • NI • • •• • • 1 1 1 ITS 9.p 9.I1 9.11 9 ll t 0 • t • • • • • 741 9.0 9.I1 1.44 9.0 11. 0• . 9 • • • . 610d' 61041711E 1 116 9,p 1111 N!1 11. 11 •h-9, 0. .4.0. • • • • • •• 2 SALS,W) 7716•04 77 .'' 111 9.0 9: 0 11.9 l . 11. 0 9.9 P LON01moN BUSNwn "• 120 1,0 9,0 9,11 • , 1.9 9,0 '' .64 i5 93011OMONLY) cR`1 t 9,U 9tl ....I!AQ-_ �14_ G.� g _ ,IIA�..:..:'4.0 1,r1 ,,. 4.II 9.4 a4 41,A 5,0 9.0 9 9 11 4 x41 n.n 99 9.n 6': 9,n •4.n + kV, INt up 9,41 all 9,0 9,u '4,11 i1` at U #V, __. �i1,0 9,14 9,U 9.0 9.0Y , O. �• r 6L: ,. 41 11 I '1.11 9.44 9,11 - - �ly,(� - 5. 2 11.41 9.11 SUBSIFATE • , _ 7� 194) 9.9 9, II 9 9 4. 9 0,5 9, 0. ZI «. 192 9,11 I. 1 9. 8 3.9 5.9. N Q. 0 QU\1�l\) 0 • fe Ih l 9, I '7, ti.O / 11-.11 8 B I p g1 1 fill II 9,U !I 4I U U.11 9.1! 9 7, 4 p,4 11.0 'Ifl � IN'OaYA'TEN Y 1n 1N...- NH4,n all 1.11......;..:9,u_-ilk 9.0 9.1! 1.11 _i1.U....::.: N,fi -'I1_,.. 9,0 TYPICAL ANCHOR SEE CHAY0111E97 SCREW SEE CHANT t•MN/. FOR SPACING �p 91 111.,.,,, Lit ......9,11...........A 9.11 9...... 1)� 7.9 .1;u_ _.1_!- .,_.Z,:'=__ , ,I , ® 77 • 193 '1. II 4,. H 9,11 T I IT. 4 7.9 t �: 40) 9 II 0. 4 9.9 0.5 9, 09.0 7x 9.11 9,II 9,11 '. II N.11 90 l t 4N1 911 'L9. 9,11 9.0 4, 1 7.1 9,4) O 4944 '4,44 7,.1 11.11 3.:1 11. 1 N.1 ✓ ri �( 111 N.2 91 9,p .' - 4,7 UN LYG41 11U a 0 9.0 4 11 5, x 9.0 9. 1 1AN, SEPARATION SEE 7x 9,0 9,4 9.11 ),a 7.9 99 / CHAR100N SHEET. 5 U) 111119 '1, 0 7,11 11.9 A. 6 11 I N T 4.1..., 44.,,., 9.1! 4,,1__ t,:1 ffi ,, J Km7, .-/Iti•L_ 0 -1, 0,:{ .. KO " . I.3 N. 2 111 S 1 IV ;I.1! ILL._ 1• II -+a- S tt •10a3 410+47 S,6 dg ... -PA 11.I 11.11 ;1.14 N tj�_ „ 1.11.S. W1711.'Oa 7IS' Z f-' .. 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Am A91161 0110,111. *sirs 011t i951111 AIN %A16t t4't11%1''UAW • • • • • lig C •. 011111. 111 iOt6'1 • • Intlii.' 1n4w 1 t • • • � 4A1. 7[3191Y.N•IN51t VINO- utt.. s4Fl117i11 r Mild r LMi VIP NAME* Pt YE .111 1 QAlF. • • • •_. •• ••f • 1!Ylh9 WAD4'AV A111N1 AMMO liul V IJIUI sl'AV t111NIN !YM'INi 1il..l Alr'IU1 SI'AI:IM: 11...1 A11111 SI'ACNG iiu.1 Aurt1W 51'AGlli tin.1 Ii1 SrAI'111: Nn,1 611C OK •ELCtY aR7MGON Midwtl'8U 1 11nU•a1tLNi8Aa.Ms.w1 '- 7111C0 NSICUEONiY 4 NAT 11 t'A 9 "-"` 1111 NO 15 17116' 010141111' 1.0, 15111 1 PP MU I111,1 I1 VI 'P 1'I Ill* AI}Nt 01 1YLF. NI • • • • ? 10, NYLONBUSIIINO LTOP ONLYI U WE:MEELOANOBU90N0 ALTERHA E LOCATIONS wR1AN NU 24,4 NU 1" 11 �' 11 • 1" 1'291 • �B �:- INC (RACK (11VERYOTHER ONEi, tx 21.0 7N 12.0 1 .1� IZ • • 10 21. 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LIt 72 N. 2 1.11 72 12.0 1411 1411 9. 4 11.7 NI 7..1 NI 1.`: 11 12.11 11)1 x. I 7.1 FLIy 17552 414 105 114 12.0 14,0 12,11 12,11 11..2 1.N1 •po't'S cn N: a tot le 4 12. 9 12. 0 '1, 7 N. 9 �. � 1 , Iltl ON 7,1 14U 1pi 1" U E7.Jl 12.0 N 1111 1 �'Ni L.n r•q•p 72 7.11 72 12. 11 12. 11 12, 11 N. 1 7. !i _ ,;\ .` 1 41, WWI Y NM Ill 9.2 II 11 2. I 11 111, N V It' :'6 7 „ ~ 04 11Y1 E11 7. 1 00 lilt , IL�,1I 1,, • I U _ N.S r 00 11, 7 f16 17.11 •,,1.1 12,11' 11.71 7. 7 7. ( `* # , rM1s. �+ 4N N. 2 IN ' 0 ". U U •1 I N. 7 01F p r p..r AU15x11 r 11U1 011 11. h' [NU 11 I'd 11ipiii 7. 6 T-tl y 4N 7.1 Ng o N.1`i N �'h 1�L�. ♦ QN.o.�Q►J� es or /s ew 8j Il, w 21N1 67 1 . U 12. 0 111, 11 T. 1 h. h 'DjOrkFt9Ar �11A tiy...1.L41 Fel6Mary 2 1714 2O15 , • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • a • • • • • • • • • ••• • • • • ••• determination. Action by either of these entities could result in fines being imposed and/or liens being placed against your property. 11. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers' compensation coverage. 12. 1 understand that final inspection(s) must be scheduled by the permit holder and approved by the City to properly document completion of work and closure of the permit. Failure to do so will result in an open permit status in the public recordywhich may prevent future real estate transactions from occurring. •"' • 13. Issuance of a development permit by the city does not in any way•cig�t+e,any rtglIt•Qn •• the part of an applicant to obtain a permit from a state or federal ages sand does riot create any liability on the part of the city for issuance of the permit jf•tfitsapplicalft fail: • . to obtain requisite approvals or fulfill the obligations imposed by a state or fithrai • • agency or undertakes actions that result in a violation of state pf;%%Aral I r.Al1 applicable state and federal permits must be obtained before conZmemment of the •• development. • Property Owner's Signature: STATE OF FLORIDA ) COUNTY OF BROWARD ) • • • .• .• • Date • ••. • • • .• . Affirmed and signed before me, on the foregoing document was acknowledged before me by Affiant , who personally appeared before me at the time of notarization, who signed and acknowledged signing the foregoing document, who did take an oath, and: [ ] who is personally known to me or [ ] who produced the following identification: Commission Expiration date: (Notary Public Signature) (Seal) (Printed or Typed Name) Page 2 of 2 17250 Royal Palm Boulevard • Weston, FL. 33326 ■ Phone: 954-385-0500 • Fax: 954-384-7723 ■ www.westonfl.org dm#61469 vl Rev8/2015