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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO.BE ACCEPTED Date: 10-�j• 17 Permit Number.MM— V V s 1 RECEIVED Building Permit Application OCT 0 3 2018 018 Planning and DevelopmentSeMms Building and Code Regulation Division ST. Lucie County,23WlAginlaAvenue,Fort Pierce FL349V � Y, . wmittinq Phone:(772)462-15-53 Fax(772)4621578 -Commercial ResiderWal PERMIT APPUCATION FOR: To Select from dropbox, dick arrow at the end of line �PR4POSED IMPROVEMENT LOCAIIC�N � _ - -. Address: to��pp 2 v i )PI,e. e- }_ Legal Description: 31� u a ,r Z LtQ:7)R2i,-L4 lob- \,2t4v 2$dlo-a _:I.6 Lo L409-7 Property Tax ID#:\ -)6VO r-41- � Lot No. �'-7kO + 1^4i Site Plan Name. 1'C� 's�-+ stock No. 70 _ � f -Project Name• 1/ Setbacks Front Bads R`'ght Side: Left Side: .19 �1 DETAILED DESCRlPTION.OF WORK.: CONSTRUCTION INFORMATIQN: .: Additional work toa under h is perm c a aY- PP HVAC 13 Gas Tank Piping _Shutters �Q Windows/Doors DElectric �Plumbing [jSpriniers. Generator L;1 Roof Total Sq.Ft of Construction: Ft of First Floor. Cost of Construction:$ 9 Utii'rtiesU Sewer E1 Septic Building Height: UWNERf tESSEE. . COMTRAG'Tt3R Name -e Name: Cc Address. Company: f r ti City: FOY State: Address: l-. Tip Code• N q 5( Fax:1111A9 City:Ff Wf MVC4e, State:�� Phone No. � �� u " �c t Zip Code:0'ff 4 Fax: E Malk AV 11q Phone No. -)-?;2-"-q(./-- D b F-- Fill Fill In fee simple Tide Holder on next page(if difiW ent E-Mail: to d from the owner listed above) State or boun `cense: If value of const action is$25W or mores a RECORDED Notice of Comnencement Ls required. DESIGN ENGINEER: Not Applicable MORTGAGE COMPANY: Not Apphcable Name: Name: Adder Address: -- Gtr; State; city: State: Tip: Phone: 30: Phone: FEE SIMPLE TITLE HOLDEIL,• ' Not Applicable BONDING COMPANY: Not Applicable Name: - - Name: Address: Address ' - Zip: Phone: Zip., Phone: 1 certify that no work or irrstaMon has commenced priorto the dsuance of a permit St.t>ticie Courrtul�y�maWes no repr�on that tic ermRa o tdp�mit h to buM the erect structure whMr is in corrfRct with appG Home Osimers anon may restrict or proldbit such structure.Please consult�w tltt your Home Owners Aston and meview your deed ft arty moons which nray apply. In coinkleration of the granting ofthis requested permit;i do herebyagree that 1 wild in all respects;perform the Work in amiaMance with the approved plans,the AM&BuVd%g Codes and St Luise County Amo menm The WWa*wUurft permit aW=flons are exempt from undergoing a full oonarrency review.room additions, accessory structures,swimming pools;fences,walls,signs,screemm mmand accessory uses fiD another norr•residerrtiat use WARNING TO OWNER:Your failure tura Record a Notice afr may result in you*rj*r nig twice for improvements to your properly:A Notice of Commencement must be recorded and Posted on the jobsite before the first inspection.If you intend to obtain financing;consult with tender or an attorney befbm commendft work or recordina vour Notice of Commerio_emlent. re of Owner/Agent/Lessee SWiat ue of Con ami Hokkw- STATE OF FLORIDA STATE OF FLORIDAi COUNIYOF � �.1ClE COUNTYOF The was adoeawted®ei me The s acwu me The crof 1 .20 1 by d1/of 20 by V [Nameofper=ung (Nameofpersaraadmowleulging Y - (Stnat6ve,of Notary ftWk---State of Florida) [ re otary Public--State of Florida) Persorrally Known . OR n Personaliy Known_ OR Prod Type of Identification Produced Tvpe of Identification Produced L ; L, \ y p���� KAR E-N'S."SEN KARE ' COnrintSs10r1 .�0{� (B�� `\1�Y PV .s.St�te.vi Fill!orida�Id6E�/y Public Com_misS!" \` '' N�SL�I IELSEN ate of Florida-Notary Public _* •c Commission # GG 207484. _, ,_ — Commission #GG 207484 °.' M Commission Expires' �� o,: June ' ''�����`" - June 12. 2022 Bl VWN107! REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS KING CARTER ALUMINUM 1603 EDGEVALE ROAD Aic FORT PIERCE, FLORIDA 34982 Fl �(, 772-461-536 3 SrI 10 RECEIVED OCT 4 3 2018 5T. Lucie county, Permitting 40 EAS 61 (1781) 14 11 GAA'- (294)- 14 fiA'.(234) 74 GAA I 0 1 (140) Ad0 3/30/2018 Florida Building Code Online o• • 1 B • a - Y • 0 ms Home I Log In I user Registration I Hot Topics I Submit Surcharge I Stats&Fads I Publications I FBC Staff I BaS Site Map I Links I Search Florida Product Approval d 1 i„ `•; ® USER:Public User • g Product Approval Menu>Product or Application Search>Application List>AppUmtlon UetaB FL# FL16984-R2 Application Typ e RevisionCode Version 2017Application Status Approved 18 Lai Comments Archived Product Manufacturer National Approved Shutter Association LLC Address/Phone/Email 8717 NW 117 Street Suite 1 Miami Garden,FL 33018 (786)621-6706 paloucks@gmaii.com Authorized Signature ]avad Ahmad alfarooq@afceng.com Technical Representative Cliff Yates Address/Phone/Email 8717 NW 117 St Ste 1 Miami Gardens,FL 33018 (239)225-9041 cyates@jupiter-industries.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 )avad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ]esus Gonzalez,P.E. s Validation Checklist-Hardcopy Received Certificate of Independence FL16984 R2 COI SS-Regency Aluminum Accordion Shutter-CI 2017.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By https:/Maridabuilding.org/pr/pr_app dtl.aspl�?param=wGEVXQwtDgvBwYu9TrZNm7QkQEIOjl4oJwyXa9FHrhi2HgFgUQVL7wO/o3d%3d 1/2 3130120'(8 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/14/2017 Date Validated 12/17/2017 Date Pending FBC Approval 12/19/2017 Date Approved 02/13/2618 Summary of Products FL# Model,Number or Name Description 16984.1 Regency Aluminum Accordion Large missile impact resistant aluminum accordion shutter. Shutter Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16984 R2 II SS-Rene c.r Aluminum Accordion Shutter- Approved for use outside HVHZ:Yes 2017 DWG W14-02.adf Impact Resistant:Yes Verified By:Javad Ahmad PE 70592 Design Pressure:+200/-200 Created by Independent Third Party:Yes Other:See drawing 14-02 for span vs load combinations and Evaluation Reports installation details. FL16984 R2 AE SS-Reae_M Aluminum Accordian Shutter- PAE 2017.pdf Created by Independent Third Party:Yes Back Pxert Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::AcrnssibillN Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.;Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a persona 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 hem-. Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr app dtl.aspx?paraM--WGEVXQWtDgvBwYu9TrzNm7QkQElOjt4oJwyXaQFHdnHgFgUQVL7w%3d%3d 2/2 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3•METHOD 1 OPTION D FL 16984 Date:12/13/2017 Detailed Product Description: Manufacturer:NATIONAL APPROVED SHUTTER ASSOCIATION Manufacturer Address:8717 NW 117 STREET SUITE#1 HIALEAH GARDENS,FLORIDA 33018 Model Name:'REGENCY'ALUMINUM ACCORDION SHUTTER Maximum Span:ISO" Maximum Load:+200 PSF,-200 PSF(Large Missile Impact) Installation Drawings#W14-02 This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes No Mandatory Tests(Tested in accordance with TAS-201,202,203) TEST' DESCRIPTION TEST LOCATIONff TEST REPORT TEST Test ATE` � REPORT# Sealed by ASTM E330&TAS Uniform Static Fenestration 02/27/2009 FTL-5874 Carlos Rionda,P.E. 202 Air Press. Testing Laboratory FBC 1626.2 Large Missile Fenestration 02/27/2009 FTL--5874 Carlos Rionda,P.E. (TAS 201&203) Impact& Testing Laboratory Cyclic Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: ��,,,,,,,,,� a : '% No - _� STAT OF ..�� Javad Ahmad PE#70592 '••,Ss�oNP ��;••�` Sealed:12/14/2017 %«,nn%&% AI-Farooq Corporation EB#3538 9360 Sunset Drive STE 220 1 Miami,FL 33173 T:305.264.8100 F:305.262.6978 1 www.afceng.com I alfarooq@afceng.com DEFLECTION CURVE AT 100 PSF SLAT PERFORMANCE CHART �V v ACCORDION SHUTTER EI-e622854 N P07LTSVE LORD I!0 DEFLECTION CURVE FOR POSITIVE LOADS ONLY 99•@bZtm `Y P FAIR OR0,0ELFOR P00.LOM .1 .- Q.TVFLI'N Q � rANVJV.LN rG1 xe0.LOM o� $ m m I 2 m p N W U. N m fill aIle I� - its m Z7 60 70 80 90 100 110 120 130 140 ISO H SLAT SPAN - INCHES W P 0 MINIMUM SEPARATION FROM GLASS SEPARATION REOD.DUE TO WIND LOAD SEPARATION READ.DUE TO SHLRTER SPAN:H IN. LARGE MISSILE IMPACT m DESIGN LOAD. Pd PSF FOR SLAT SEPARATION FACTOR-K-P41100• IN. SPANS UPFO in y READING FROM SPAN D.CURVE-AD. IN. GE' OEFECnON AT Pd-KIND.- IN. . qqq MIN.SEPARATION ROGD.-IQD+1'- IN. IED' 3-14 N FOR INSTALLATIONS UPTO 30'OF GRADE USE MAXIMUM OF WIND LOAD OR IMPACT LOAD B � RMURRMENTS SHOWN ABOVE a 3 FOR IHSTALLAT*m ABOVE 30'OF CAME IGNORE LARGE MISSILE IMPACT REOUIREMENF, NOM No MRF OF SRONJM SHALL BE UNDOM 30ABOVE GME TO PANE WIOt Mffi¢E YP--IPmIlPBLQlf. n USE SPAN DEFLECTION CHART TO CALCULATE SEPAPA71ON FROM CLASS N LARGE MISSILE IMPACT RESISTANT PRODUCT FOR INSTALLATIONS IN HIGH VELOCITY HURRICANE ZONES. 60 70 80 90 100 110' 120 130 140 150 COMPLY WITH TAS 202, 201 AND 203 OF FEC. GLASS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE SLAT SPAN - INCHES HIGH VELOCITY HURRICANE ZONE AREA. LAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY GENERAL NOTES FOR UTHE SE SREOUR OESIGN LOM FOR THE PARTICULAR LOCATION. 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 9 REQUIREMENTS OF THE 2014(ETH EDITION)/2017 (STH EDITION) FLORIDA DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). OF ASCE 7-10. S G �FFOR MEMCUNICAL P" �ANNDSAFtTY FACTORS ARE IN ACCORDANCE THE ALUMIN M CONSTRUCTION MANUAL'LATEST EDITION. 3, ALUMINUM ALLOYS:ALL EXTRUSIONS SHALT.BE ALLOY AS SHOWN 4, MMTERM INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT a COME INTO CONTACT WITH OTHER DISSIMILAR MATERULS SHALL MEET THE PRODUCT MARKING REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE A ADOPTED STANDARDS. FL #16984 g 9. ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS A LIBEL SHALL BE HEEDED ON G MEMBER OF UNIT @ g m MOVE LACK WITH THE FOLLOWINGG STA STAIELIENT. AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO 949E T I IAIF MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. NATIONAL APPROVED SHUM ASSOCIATION M CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, CT EVALUATION AND \ Aya R14TALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALWTNXJ `\'p\,�L'........ 1 6. ALL BOLTS SHALL BE STAINLESS STEEL. ALUMINUM ALLOY 2024-T4 8717 N.W. 117 STREET SURE#1 PRWIpED HE/BNE DOES NOT DL1M1E FltOM THE CON01TI0N3 DflAlIED �� y;•%�,TOEN •Q � OR 707E-T6, OR PLATED STPD..WING NUTS TO BE OF ZINC ALLOY. HIALEAH GARDENS, FL. 33018 ON THIS DOCUMENT. 7. DESIGN CRITERIA FOR SLATS:MAX DEFLECTION S THE LESSER OF L/30 OR 2'. B-RDS PRODUCT EVALUATION DOCUMENT VALL BE CONSIDERED INVALID IF ALTERED ITT ANY MDUNL _ No.70582 0. OR A SITE APPROVAL RC IS G Imo./.LIFE AND DOESY OF t PROVIDE INFORMATION C-SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR FOR TH P AMOT[Ci WHICH WILL L BE THE ENGINEER FO TITHE ROPE • b iM FOR THE PROJECT AND WHO VALL BE RESPONSIBLE FOR THE PROPER WATER INFILTRATION RESISTANCE ETC. USE OF THE P.E.D.ENGINEER OF RECORD,ACTINO AS A 00.EOATED � •'.• p `� dFGWing no. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ENGINEER TO THE PX-D.ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE i Imo• AND TO BE RL'MEWED BY 13UILCINO OFFICIAL SPECIFIC DRAWNGS FOR REVIEW. �i�irMp•.. .••• 14-02 A A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF DIn PED.SMIAU.BEAR THE DATE AND oR wM &SGL AND SIGNATURE OF A S/Q•• ANCHORS INTO WOOD ONLY. FOR INSTALLATION DETAILS SEE SHEETS 3 THRU S, THE PROFESSIONAL 04MM OF RECORD THAT PREPARED B. AA NAti1l T sheet of Sealed:12/14/2017 4.671 3.118 3.116 LOW .0424' 2462 -2.062---1 .128 11� 1W 626 1,125 Z '� ,.286�j 1.2370w TYP. o 289 1.976 I _PI R3 3241 R.112 2.600 1.265 1.237 +I 2000 ma R.174 L Lf: 2 X 3171E6063-TB .718 2 X 6 X% 1%8' .738 4.638 718 11ING HFMPR BUILT-OUT ANGLES 4.032 6063-TB 6083-TB WAII HFADER .049 0063-T6 4.118 6 3:062 4.118 g R33 41 1.000 2062 F1,4 2062 .125 AI FLOATER SL AT .126 2a00 O 6063-7e Iso L 1.255 1,237 1'j37 Llir-R.73 T.062 2.600 1.266 ''?� .800 T -11 _ 718 1.750 ma ,.607 4q M •718 ALL 1' BUILT-OUT.WALL HEADER7�3ij M 1.810 9083-TB FEMALE END SLAT 1" BUILT-OUT WALL HEADER 1.126 .070 6063-78 8083-T6 = 8.118 2040- '040 5.115 4.082 1.044 2,000 2082 EMREDDED TRACK .078 2000 6083 78 Q .780 .126 I 2062 43 333= 2.146 1.� 1.970 2260 2.444 �- y L .125 ,.725 .7fe IND 1.205 1.437 691 •076 11 Z.2675-1 1.237 1•L I 2.225 .832 �1.484� 1.044 .718 rd 2.01 718 4.167 FEMALE LOCKING SLAT 6063-T8 6' BUILT-OUT WALL HEADER ALL 2" BUILT-OUT WALL HEADER THRESHOLD_TRACK 5063-76 a33 To 6083-T6 2070 1.55" 608 3.115 m "j-1.725 .30 2.805 FL #16984.076 .4052.260 1.870 1.aoo D . �/x.129 ,.297 1.297 .� Bii"'••.1.379 .082 e .004 .084 No.70562.614 .164 •164 1.0002286 .269 2.805 3.605 2.471 � •''•, A droWing no. MALE LOCKING SLAT LOCKING SLAT INSERT BOTTOM SIL1 TRACKILL TRACK BOTTOM TRACK ADAPTER ALT. BOTTOM TRACK ADAPTER 14-02 6063-T9 8083-T6 603-T6 a33 T8 6063-76 I I f 1 111 9h66t 2 of 7ji Sealed:1211412017 WALL MOUNTS R INSIDE MOUNTS SHUTTER WIDTHANCHOR 0-use I _ _ EdC B� Tm I NEIIALLI BUSHING TV D D N I 5 Ii ASO MAX TYP >V/ NYLON�BUSHIN/16'LONG I I Hilo D TYP. Q I 1 I 1 I 1/2'DIA X N e LONGL I �j I NYLON BUSHTINPD Al SE 22SCRE1/M C �i TYPICAL ELEVATION 810 81� Z ° �J 1 rm ly C I � � I 1/2' o0.X 111/ill'LONG NYLON BUSHING TYp. 1/2'DUL X 11/16LONG NYLON BUSHING TYP. ANCHORS SAME AS HEADER� RANCHO -5 - II 'LO If Gf Mw c� SECTION A-A - - - SECTION B-B NO,70592 Ed-TYPICAL EDGE DISTANCE ANCHORS:EMBEDMENT'EDGE FOR GENERAL NOTES AND E)nUSION DETAILS SEE SHEETS 1 k 2. WND h 5BLDOX d . 12d(12 ANCHOR:DIM:7) HEADER AND SILL OETAIIS CAN BETHE y&FLOOR My�iDFOR WOOD INSTALLATIONS SEE SHEEP 8, FOR LESSEREDGE DISTANCES SEE SH7. USED IN ANY COMBINATIONS. (SNCCO,•TItE$ETC.) FL #16984 ��NA�1 1�` sheet 3 of Sealed:12l1412017 8UllT--OUT CONOFf1O�1 {QICTOT HEARER ALT. UILT—OUT HEAD T CON: M= = _ __ _ __ I r I — 14 X 3/4' MF CRILUNG 4N0 SCREWS — AT V O.C. _ I I N 1 \ MART TO AMF. EA`CC� N®r A� ' sxJxlJa' TS 3 xx4xt/8• ALUM NOLE Iy }}yy ONWO ME NNE Afill Jill � /10 X 3J4 Ttxs 110 X 3/4•M(S , I AT V 1 0 AT V O.0 Ed t r !t0 x 3J4' SELF DRILLING SCREWS 2 X 6 x1(a' 14 OR(WNC SCREWS R 0 8AM 0e MART 713 USE I A � AT a'O.C. �I��� At i _ dt1�t�6 t cl g}T. A_n IUcrABCE cls!, _ No.70M � k �i—ON C—C drawing no. HEADER AND SILL DEMLS CAN BE oe, 14-02 USED IN ANY COMBINATIONS. FL #16984 MI % sneer Seated:1211412017 10 F • FLOATER SLAT a �; ANCHORS T EEOR 0 OPTION A.0.Ci ANCHORS. OR 0 ppp A, 0,C,0, AT 16.O.C.MAX. g T 16'O.C.MAX. �DY CONO. �ON�. _ - - - - -- __ - � BLOCK �pK --- -_ _ - - - _-_ _ -- - _- -=_ = —=--- =--=-=--- - -- - MEfAI M AC SREEMSNd1S VEU I CLASS I X 1 X.003` (iYPK:AL) ALUM ANCg FOR EN-Ottf SEEN OETAIL LEFT ab°r Igo a LOCK HANDIE CAN n 6E tNSTAtLEO asce'nQN p-p WSIDE OR OLITSNE i_14 2x2XI%X2X.o9s' 2X3X t/8•tX 2 X.003; 2 X 4 X 1/9' X 2 Xx.093, 2 X 34 xxx.093, N f0 X 3/4'TEKSyBE(8063—ie} 2Xx3XAs' e12'6C. ALUM ANOLE S 8 mN0 oNSOWu-OVI /for 3/4'tEKs ° 31ANIL DLE p f0 X 3/4'TEKS e /-0 'ras 1-1/2 r 3 x 1/8' tttf ;�r'rgrr +{ f TTOOP 00170M `���jPa ANGLE \,fCEN�� .�lr���rr' 'y x X X x4'I TAPCONS Na 78602 END Ca_NDMON AT St!!T-Ot1T �,8 drawing no. 14 02 n 18984 '� �afilill NAI. Sheet 5 at 7 Sealed:12/14/2017 (S) 1/4'LAO.SCREWS 0 EACH RAFTER FASTENERS 2'MIN.PENETRATION AS PER SCHEDULES W/1-1/2'MIN. PENETRATION 71 IDGMING WO'OODD8 HEADER }� SUM SOLE CONT. 2 X 6 X 1/0' A 1/4°PLYWOOD ALUM ANGLE NO SOFFIT 4• 2' — Ys' 014 X 1'HEX HEAD SELF DRILLING SCREWS QQ @6.OC I IDO MOWOOD TRUSSES I W000 HE O 24'O.C. I I REQUIRED MIN.2314 MEMBERS MIN.S.G.-0.51 ' I I /14 X 7/4.1F7Csj 8 9.O.C. HEWER CONNECTION TO WOOD TRUSSES =r•;.,•,.;., z FOR SHUTTER HEIGHT OF 72'MAX.DESIGN LOAD- 70 PSF : v FOR SHUTTER HEIGHT OF 84'MAX.DESIGN LOAD. 60 PSF FOR SHUTTER HEIGHT OF 96'MAX.DEMON LOAD- 82 PSF FOR SHUTTER HEIGHT OF 108'MAX.DESIGN LOAD 40 PSF { J ;v Ii a 1 g. _ EQ. I I RFA IREAN i. w000 0 SFASTENERS EE SCHEDULES WO OLO X 3/4'TEKS �. REOU D ON SHEETS 2&3 1'X 4'x!/a-cow.ALUM TUBE W/(3) i/4 I X 4'LAO SCREWS Y x 6'CONT. 0 EACH STUD W 2'MIN PENETRAnON W/(3) 1/4'•X 8'LAD SCREWS INTO EXISTING D O EACH SND W/2'MM PENETRATION INTO EXISTING SND 3/4• FOR SHUTTER HEIGHT OF 84'MAX. DESIGN LOAD 66 PSF _9. FOR SHUT HEW OF e108'MAX.DDEESIGNL LOAD X546� 'e. FOR SHUTTER HEIGHT OF 120'MAX.DESIGN LOAD 42 PSF 3 v, INSTALLATION DETAIL ON EXISTING WOOD BUCKS woe,y,,r 3 2x4x1/8' M 2 x S x 1/8'ALUM.ANGLES ABOVE DETAILS SHOWS CONNECTION OF 2X4 BUCK k 1X4 ALUM TUBE TO WOOD STUDS TO o PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION. L2 C ' n 1/4'THRU BOLT W/WASHER&NUT FOR MSTALLAMON DETAILS OF HEADER/SILL 70 CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4. AT 7-1/4'G.Q. FOR LOADS UFTO 40 PSF 111 AT 84/4'O.C.FOR LOADS UPTO 50 PSF ANCHOR AM ;7- -- tYPE _ - !��• �' �`` No.70592 k COUNTER TOP CONDITION * b - - (PASS THRU WINDOW) . MAX SHUTTER HEIGHT-B FT. % P `�: drawing no. •°•� • �`� 14-02 FL #16984 �aNA1•fc` meet B oT 7 Sealed:12/14/2017 a ANCHORCHART 1 ANCHOR CHART 21 1 1 1 ANCHOR CHART 3 ANCHOR CHART 4 �� M ' M " m � m NL AC M M M M V - PACI 9 dD 9 ~. 6• '� � ffi IA IB 60 60 70 @B 90 1B8 120 SIB 160 40 fie 60 70 90 99 1B0 120 140 160 10 68 60 7@ 00 90 100 120 118 160 /0 Be 6@ TD 95 95 150 120 110 160 SLAT SPAN-VICH90 SLAT SPAN-INCHES SLAT SPAN-ZNCNED ' SLAT SPAN-XNCHES ANCHOR p{ART 5 ANCHOR CHARY 6 ANCHOR CHART 7 Q 4" FASTENER SPACING IN MASONRY m r CRARTS ARE BASED ON TYPICAL EDGE DISTANCE a 12d. w M M 9. FOR LESSER EDGE DISTANCE DECREASE SPACING BY lig MULTIPLYING WIRR TN£FACTOR BELOW OF EDCC GIST. 12d.3'Od.2-1 2 Bd.• d.t-1 2' •1-1 4" FACTOR 1 1.00 1 0.90 1 0.71 1 0.57 1 0.90 SSS ! EKAMPLE.FOR 3"EDGE DIST. SPACING- 12"O.C.(FROM CRV .- m m EOR 2'FADE DIST..SPACING• 12 k.71 �.@.@ 4 C n S TYPICAL EDGE DISTANCE IN WOOD•3�4" m �m TNAL RED G tONACtGN IS REQUIRED �++ M Z EDGE OW. END DIST. _ 40 60 60 78 80 9@ !B0 120 140 160 4' S0 60 70 80 90 100 120 149 165 40 E0 69 76 80 40 100 120 145 LOB SLAT SPAN-INCHES SLAT SPAN-IISI£9 SLAT SPAN XNCNE6 $11 $O TYPICALNA _GHORS: tfn_,ULIRACON By-!EL O (10-177 RSI FY-193 XQ ANCHOR DO=1/4" CALK-INANCHOR BY'POWERS! 1>SE CHARTS 1 TNRU 7 TO VERIFY ANCHOR ANCHOR(Z) 1dd RECUIREIIENTS AND STRESS LIMRATIONS OF g 1-3/4"EMBEDMENT INTO 3000 PSI CONC, TOTAL ANCHOR BODY INTO 3000 PSI CONC. WADJSPAN COM61NA7RONS FOR HEADER AND SGL 1-1/4-EMBEDMENT INTO C-80 BLOCK OR C-00 BLOCK ANCHOR@=A414'ftb.111 ff�MN RY'II.ODI¢u.177 Vast, ® ,"lob K9) ANCHCR =1/4"CIA LAO SCREWS �•�ai��.�.;!ri7d_,�� � � 1-3/4"EMBEDMENT INTO 3000 PSI CONC. 1-1/2'MIN PENETRATION INTO WOOD 1-1/4"EMBEDMENT INTO C-90 BLOCK ANCHOR©=1/4•M MO-JELDsay LLIN,G SCREWS _ N0.70582 - A,NCHOR@= 14C Wk TAPCON Sly*IW (FU-125 ML 17.100 KSI) 1-3/4•EMBEDMENT itRTO 3000 PSI CONC. (S3)THREADS MN PENETRATION BEYOND SUBSTRATE •! - a 1-1/2'EMBEDMENT INTO GROUT FILLED C-90 BLOCK ALUMINUM: 1/8"THK. MIN. (6063-75 MIN.) 99QT�� STEEL• 1/8"THK.MIN. (D -30 KSI MIN.) rvQ'• , Browing no. (S1E31 IN CONTACT WITH ALUMINUM TO BE PRATED OR PAIMSD) y` ''•••.t..... ••',p'@�• 14-02 NOTE:ANCHORS EMBEDMENT SHOWN IS BEYOND WAIL&FLOOR FL #18984 �� 4�i a1,a,1 7 oT TC.E.S ETC. Seeledt12114/2017