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Home My WebLink AboutSUBMITTED PAPERSI I`1oa301' ' z DATE: 1 —T RECEI _ _ g�a ° PERMIT NO: 1 a3 a PLANNING & DEVELOPMENT SERVICES DEPARTMENT ~ i BUILDING & CODE REGULATIONS DIVISION o 2300 Virginia Avenue -- Fort Pierce, FL 34982 S 772-462-1553 , APPLICATION FOR STORM SHUTTER PERMIT �uCie 1. LOCATION/SITE ADDRESS: 'no % kk A J 2. PARCEL IDNUMBER: 3. DESCRIPTION OF PROJECT: `-�A1 ail IiC� io rJ �v►y (r. 4. TYPE OF STRUCTURE_ SFR: MOBILE HOME: OTHER: Cbitv vsj' �— 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION NAME: 7 nc, 6 In rn^, %\ FL REGISTRATION/= #: cSCC� I OBI O i ADDRESS: 31G�ISc-,,6 COUNTY CERT #: {� CITY: �O�'�® i1 0 STATE: �c.G BIISINESSNAME: 6-�` QS ZIP CODE: M�IC 36,PHONE: LiICO-4'SQJ',�S_ rX{ PHONE NUMBER: l- EMAIL: _ /EMAIL.: Type of Surface attachment: Wood Frame Concrete" Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS ACCORDION ROLL -UP `..' FABRIC OTHER [) ATTACH2 COPIES OF THE PRODUCT APPROVAL WITHDETAILS TO THE PRODUCT BEINGUSED. ALL PRODUCTS SHALL BE LABELED FOR DETFRMMING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. • SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDEN77AL S7RUCTURES ON BACK � j a 7. VALUE OF CONSTRUCTION: $ (9 / . PERMIT FEE: OWNER'S AFFIDAVIT: I certifythat allofthe information contained inthis application is correct and that allwork willbe done in compliance with all applicable laws regalting construction and zoning, PRINT NAME OF OWNER OR C 1 RACTOR/QUALIFIER SIGNA F O ONTRACTOR/QUAT—TAR STATE OF FLORIDA, COUNTY OF OAL)'n't ACRNOWLEDGID BEFORE METHIS L _DAY OF r , 20) 4. BY, O OIS PERSONALLY F NTO ME OR 0 AS PRODUCED AS IDENTIFICATION.� 45 PAMELA A. EVANS "$�t�'`t"✓'S NOTARY PUBLIC SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY �7$CF ATE OF FLORIDA TITLE: NOTARY PUBLIC COMMISSION NUMBER ��,a33 / r Comm# EE033967. Expires10/11/2014�_., NOTICE TO OWNER YOUR FAILURE TO RECORD ANOTICE OF COMMENCEMENT MAYRESULT INYOU PATING TWICE FOR IMPROVEMENTS TO YOURPROPERTY. IFYOUINTEND TO OBTAIN FINANCING, CONSULT WITHYOURLENDER ORAN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 JC INSTRUCTIONS Please complete allinf nnationinthe space provided. Allinfonmtionmust be Printed (use black or blue ink only) or Typed. This application for Shutters to be used for only those activities that is not otherwise included under a primary building permit This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Binding activities involving structural alteration, in addition to the installation of Shutters, mist be permitted through the regular budding permit review process. The infomiationto be provided with this application includes: 1. LOCATIONISITE ADDRESS :............................................. Indicate the street address, or general location, ofthe property on which the budding activity is taking place. 2. PARCEL ID NUMBER: ..... .......................................... ........ Indicate the Property Tax IdentificationNimber fnr the property on which the budding activity is taking place. 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY........ Briefly describe the building activi'tyunder perms application 4. OWNERS INFORMATION :................................................. Indicate the name and address ofthe owner ofthe property on which the product is to be installed. 5. CONTRACTORS INFORMATION:.................................... 6. VALUE OF CONSTRUCTION :.......................................... Indicate the State ofFlorida (ifapplicable) and St Lucie County contractor's registration numbers, and the name of the business doing the work. Indicate the total value ofthe work to take place. Totalcost of construction includes allmaterial and labor costs associated with the buildi 4construction activity. The value of construction is used to determine the amount ofpenr&ing fees to be assessed. St Lucie ' County reserves the right to question and/or modify the indicated . value ofconst mdionifi is demonstrated that the submitted figures are not consistent with similar types of construction All applications for the installation of Shutters are to be submitted to the St Lucie County Building and Zoning DepartmeM St. Lucie County Administration Building 2300 Virginia. Avenue, Fort Pierce, FL 34982. All applications for Permits mist be completed and filed with the Department no later 430 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8 00 AM - 5 fl0 PM), Monday throughFriday. Following the issuance ofthis Shutter Permit, the scheduling ofaltrequired inspections maybe made by calling (772) 462-1261. INSPECTIONS * * EXISTING RESIDENCES All shutters must be installed and in place at the time of the final inspection, except for Egress Windows and Doors where one panel must be installed and the remainder must be by the opening for the inspector to verify remaining panels. ON NEW HOMES ALL SHU'.T.TER PANELS MUST BE INSTALLED AT TIME OF FINAL .'INSPECTION OR INSPECTION WILL FAIL AND C.O. WILL NOT BE ISSUED. SLCCDV FORM NO.006-05 From: 05/13/201!-^°:31 #234 P.001/001 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3928811 OR BOOK 3607 PAGE 1225, Recorded 02/26/2014 at 02:18 PM 1119 aowlq SL0 Prepared by and Return to: Folding Shutter Corporation 7089 Hemstreet Pi NOTICE OF COMMENCEMENT West Palm Beach. Fl 3341 �'t Permit No. 51 �UDra7—e,-2M Tax Folio No, 149V - 90R -QQ39-�.T State of Florida County of St. Lurie The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter713, Florida Statutes, the following Information Is provided In this Notice of Commencement. Le�atgqe��salpGonaf operlv:landstreetaddress favallable: �Tte AFrftar oni + (head. V.II- �tlf3- 316i 0�00!3 MA General description oflmprovement: lnfrtJk � r'rlg!c .e fI6%1-415,c.4 contractors Name: F lci sot Qr `6t` contractorgddress:705t4 33Lt13 Phone Number: I- Surety (if applicable, a copy otter payment bond Is attached); Amount of bond: $ Name and address: Phone number: _ Lender Name: Phone Number: Lenders address: Persons within the State of Fiorlda designated by Owner upon whom notices or other documents may be served as provided by section 713.2 11) (a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates of Lienors Notice as provided In Section 713.13{1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of constmalon and final payment to the contractor, but will be 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTERTHE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART1, SECTION 723.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THEJOB SiTE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the hest of my =elglef (Sign ure of Owner or Lessee, or Owner's or Lessee's Authorized Offlcer/Director/Partner/Manager (Slgnato ry's ntle/Office) The foregoing Instrument was acknowledged before me. this i day of f �I , 2044 By V c7�1J Ioulto-silo as for e Of Person Type of authority (e.g. officer, trustee) Party on behalf of whom Instrument was exeate� Personally known_ or produced identifrwtion v_/ (Signature of Notary Public - State of Florida) (Pdnt,Type, or stamp Commissioned Name ofNota bllc)pMA(iLAA.EVANS Type of Identification produced NOTARY pU81{C STATE OF FLORIDA OommN EE033%7 Et�lreis 101111P014 STATE OF FLORIDA ST. LLIMrr COUNTY Ti JIS IS TO Cf RTNF:Y TI-IAT THIS IS A i JP 1t f1R DBQF a. Date: FOLDING SHI ER CORP. ENGINEERING LAYOUT EET CUSTOMER NAME( J� o I In_C CU�I�I�i�l r� WORK ORDER NO.t I tq'�o► � 1q , lO �I SHEET f� �/ OF LA t ®UT BY:��t DATE: 11•�SP�'113 _I -� I _f I I_ D I _�-- _-!- -I� --r I 1 11 I - -i---1 1 I_� I- ]'~--I- I - ll - 14 I --!-- -; I � I -� I _ ! l � I I � � 11-1-- - -•�- i � _ I I f 1 ! T ; � "� ; t-�- - , , --1_j -�---- I- I I 1-� f_ I I I � I- I -{--}J I - _{--� ' I I - _! � I � I-I� I i _fig � Imo.-- _ I • -�__ __ i � ; - � T Tr:-i !-� _ -3-t- -- �-I -�-�-I- ; -! J_;__1 I I I -J--I I a►�'!�- 1-I-�_� I_ I i I_I,�_� � i I i I _.J__ � 11_ _+-_ °-�- i- i=- I_ I_I- I l �I L_I i--I 1 -I � __I I I i 11T I i_ i-l. -I--!- _i_ 1- --�i-�--- -- -]_ i�i I I I �T-•--� j i. , L I l I --I 1 1 1--n1 I I in- _j Lid *- I NKuuJ JOB INSPECTION SHEET •. ELMUM 04/09/2012 - 5:03pm . . gabriels F:\01 Project Files\ 2010-MPS\400 Wind Series 2010 FLORIDABUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY = 165 MPH DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE'D' INTERIOR ZONE 4 PRESSURESEXTERIOR ZONES PRESSURES ENCLOSED STRUCTURE, FLAT TERRAIN Mean DESIGN PRESSURES (PSF)-ZONE 4 _ Roof Tributa Area (S Ft - Height 10 15 20 25 304091.q,Q �4 0 ' -51.7 -51.7 -51.7 -51.2 -50.6 5 2I �4� 8 '�497Au 49 1 61-70 ft +51.7 +51.7 +51.7 +50.7 +49.9 +49:2- , 48�6 a481' t87 6' -52.9 -52.9 -52.9, -52.4 -51.8 5� 3 50 9 ,l50(6 5W.3' 80 ft +52.9 +52.9 +52.9 +51.9 +51.1 +60.4�'R9 7a +49:2 t48.7" -54.0 -64.0 -54.0 -53.4 -52.9 -52 Z52 Or Ala 90ft +54.0 +54.0 +54.0 +53.0 +52.1 +51.4+50 S if +5Q2 --�49.7 100 ft -55.0 -55.0 -:5.0 -54.4 -53.9 553-453t0 �+52 4 �6,44" 5216 +51 +�-52'3=; +55:0 +55.0 +55.0 +53.9 +53.1 - {F50 Z ! -55.9 -55.9 -55.9 -55.3 -54.8 -54L! ;g53 8f 110 ft +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 -56.8 -56.8 -56.8 -56.2 -55.6 -55.1 .-54.7 -54.3 753.9 120ft +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 +52.8 +52.3 -57.6 -57.6 -57.6 -57.0 -56.4, -55.9 -55.4 -55.0 -54.7 130 ft +57.6 +57.6 +57.6 +56.5 +55.6 +54.8 +54.1 +53.5 +53.0 -58.3 -58.3 -58.3 -57.7 -57.1 -56.6 -56.1 -55.8 -55.4 140 ft +58.3 +58.3 +58.3 +57.2 +56.3 +55.5 +54.8 +54.2+53.7 -59.0 -59.0 -59.0 -58.4 -57.8 -57.3 -56.8 -56.4 -56.1 150 ft +59.0 +59.0 +59.0 +57.9 +57.0 +56.2 +55.5 +54.9 +54.4 -59.7 -59.7 -59:7 -59.1 -58.4 -57.9 -57.5 -57.1 -56.7 160 ft +59.7 +59.7 +59.7 +58.5 +57.6 +56.8 +56.1 +55.5 +55.0 -60.3 -60.3 -60.3 -59.7 -59.1 -58.5 -58.1 -57.7 -57.3 . 170 ft +60.3 +60-.3 +60.3 +59.2 +58.2 +57.4 +56.7 +56.1- +55.6 -60.9 -60.9' -60.9 -60.3 -59.7 -59.1 -58.7 -58.2 -57:9 ISO ft +60.9 1 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 1 +56.1 190 ft -61.5 -61.5 -61.5 -60.9 -60.2 -59.7 -59.2 -58.8 -58.4 +61.5 +61.5 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 +56.6 -62.1 -62.1 -62.1 -61.4 -60.8 -60.2 -59.7 -593, 5SLO_ 200 ft +62.1 +62.1- +62.1 +60.9 +59.9 +59`''. �8.3 +57.7 +57,r 210 ft+62.6 -62.6 -62.6 -62.6 -61.9 -61.3 6 7 j, 460 `59- 5g'5, +62.6 +62.6 +61.4 +60.4 +59 6 -_ 8 & ?+ 8.2 t5T65 -63.1 -63.1 -63.1. -62.4 -61.8 -6q�f''.2f � 0 ^ 60:3 -99'9 220 ft +63.1 +63.1 +63.1 +61.9 +60.9 +6:O.OL' -*59� 38.7i +5�.1"� -63.6 -63:6 -63.6 -62.9 -62.3 -61:h`.�612. <60; BOX 230 ft +63.6 +63:6 +63.6 +62.4 +61.4 +60.5 +59.9, =i.59,1' %+�58.6 240 ft -64.1 -64.1 -64.1 -63.4 -62.7 6 : 1� 0' ff 61J 6-1 - 59f:6= 60-9n 59��0' +64.1 +64.1 +64.1: +62.8 +61.8 `+ { 60.2 -64.5 -64.5 -64.5 -63.8 -63.2 '-62.�= y62l a�61 1=6�, 2SD ft +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 -65.0 -65:0. -65.0 -64.3. -63.6 -63.0 -62.5 -62.1 -61.7 260 ft +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 -65.4 -65.4 -65.4 -64.7 -64.0. -63.4 •-62.9 -62.5 -62.1 270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 +60.8 +60.2 -65.8 -65.8 -65.8 65.1 -64.4 -63.8 -63.3 -62.9 -62.5 280 ft +65.8 1 +65.8 1 +65.8 +64.5 +63.5 +62.6 +61.9 +61.2 +60.6 -66.2 1 -66.2" -66.2 -65.5'-64.8 -64.2 -63.7 -63.3 -62.9 290ft +66.2 1 +66.2 1 +66.2 +64.9 +63.9 +63.0 +62.2 +61.6 1 +61.0 Mean DESIGN PRESSURES (PSF) -ZONE 5 Roof Tributary Area (Sq Ft) eight 10 15 20 1 25 30 35 1 40, 1 45 50 -94.8 -94.8 -94.8 -92.1 -90.0 -88.1 -86.5 -85.1 -83.9 61-70 ft +51.7 +51.7 +51.7 +50.7 +49.9 +49.2 +48.6 +48:1 +47.6 -97.0 -97.0 -97.0 -94.3 -92.1 -90.2 -89.6 -87.1 -85.8 �80 ft +52.9 +52.9 +52.9 +51.9 +51.1 +50.4 +49.7 +49.2 +48.7 -99.0 -99.0 :-99.0 -96.2-94.0 -92.1 -90.4 -88.9 -87:6 90ft' +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 +50.2 +49.7 � -100.8 -100.8 -100.8 -98.0 -95.7 -93.8 -92.1 -90.6 -89.2 Q`Dit +55.0 1 +55.0 +55.0 +53.9 +53.1 1 +52.4 +51.7 1 +51.2 +50.7 `110 -102.5 -102.5 -102.5 -99.7 -97.3 -95.3 -93.6 -92.1 -90.7 ft +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 -104.1 -104.1 -104.1 -101.2 -98.8 -96.8 -95.0 -93.5 120 ft +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 +52.8 +52.3 -105.6 .105.6 -105.6 -102.6 7�K1_ -, 96.4T 94.8 -93.4 130 ft +57.6 +57.6 +57.6 + 6:5,-+ �1.0.0.2, 6 453,8 +54A '+.5 3. +53.0 140 ft '106.9 -106.9 -106.9 10 . Zl� 5 9,� 9C(O -94.6 +58.3 +58.3 +58.3 + 7,2 t56�' 55.5` �9,7.6` t 54.81 fSY4.2 +53.7 ft -108.2 -108.2 -108.2 -145.2{ 10 00.6 ..+9818 , �97.2 -95.8 150 +59.0 +59.0 +59.0 + 7.9l.�,t5]:0 ,+56:2• .+$S.. t+554.9 +54.4 160 ft -109A -109.4 -109.4 106*.4- J 0�9 -1� µ9 !9 `'�83.T -96.8 +59.7 +59.7 +59.7 +58.5 +57.6-ti�56J8:-+6.1 +55:5 +55.0 170 ft -110.6 -110.6 -110.6 ,1 7.5 105 P� 1i t -1�02,28- zjOp.O� 9G.3f( -R7.9 +60.3 +60.3 +60.3 +59.2 _. 5S. +�3z4--+56':7 __.. 456�7` �55.6 -111.7 -111.7 -111.7 108_'Q- 1`Gq: g03b, '10�� Z00:3 -98.8 180 ft +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 .+56.7 +56.1 �190 ft 112.8 =112.8 -112.3 -109.6 -107.0 -104.8 -102.9 -101.3 -99.8 +61.5 +61.5 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 +56.6 -113.8 -113.8 -113.8 -110.6 -108.0 -105.3 -103.9 -102.2 -100.7 �200 ft � +62.1 +62.1 :+62.1 +60.9 +59.9 +59.1 +58.3 +57.7 +57.1, Y -114.7 -114.7 -114.7 -111.5 -108.9 -106.7 -104.7 -103.1 -101.5 210 ft +62.6 +62.6 +62.6 +61.4 +60.4 +59.6 +58.8 +58:2 +57.6 -115.7 -115.7 -115.7 -112.4 -109.8 -107:5 -105.6 -103.9 -102.4 220 ft +63.1 +63.1 +63.1 +61.9 +60.9 +60.0 +59.3 +58.7 +58.1 �230 -116.6' :-116.6 -113.3 -110.6 -108.4 -106.4 -104.7 -103.2 ft -116.6 +63.6 +63.6+63.6 +62.4 +61.4 +60.5 +59:8 +59.1 +58.6 • ,•=�. -117.4 -117.4 -117.4 -114.1 -111.5 -109.2 -107.2 -105.5 -103.9 WQ4 +64.1 +64.1 +64.1 +62.8 +61.8 +61.0 +60.2 +59.6. +59.0 " 250 -118.3 -118.3 -118.3 -115.0 -112.2 -110.0 -108.0 -106.2 -104.7 ft +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 260 ft -.119.1 -119.1 -119.1 -115.7 -113.0 -110.7 -108.7 -107.0 -105.4 +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 -119.9 -119.9 -119:9 -.116.5 -113.8 -111.4 -169.4 -107.7 -106.1 270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 1 +60.8. +60.2 -120.6 -120.6 -120.6 -117.2 -114.5 -112.1 -110.1 -108.3 -106.7 280 ft - +65.8 +65:8+65.8 +64.5 +63.5 +62.6 +61:9 +61.2 +60.6 -121.4 -121.4 -121.4 -118.0 -115.2 -112.8 -110.8 -109.0 -107.4 290 ft +66.2 +66.2 +66.2 +64.9 +63.9 +63.0 +62.2 +61.6 +61.0 o En :O o REMARKS DRWN CHKD DATE INIT ISSUE GSS TSB 03/05/12 D O A m .3 m REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 I� Z H m O ,�'„ THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, 0 I z RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART r z -P . WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER � v MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND ~` rn INVALIDATE OUR CERTIFICATION.. MRH>60' BASED, ON Kd = 0.85 INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO REP..ICT F9E,,_yJORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICALGOpLD1TIOl)TOFrAN,I'-GNi_$iLp WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO OrrMN E UIRED FOR US ITH THESE N SS,,[R��Q 'E`tN TH S TABLES. 2. TABLES VALID 0(V Ll FORBO.I�IQ GS OF.�j' fyEh ROOF HEIGHT AS LIMITED ABOVE. 3.. TABLES VALID FbRL UP,IS. APPLICABLE REDUCTIONS FOR ROOF SLOPES- . . LESS THAN 10' SHA B ERFORMED;BENGINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B 1L NG=MEERf;GE}'ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFzED] SE THE P,EAK R,ODpjkIEICS�{T. 5. ALWAYS. ROUND tU.(';(;ObF HEIGHTLE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIB6TAEi_L _AREA-OF'TE OPENING IN QUESTION (HEIGHT - WIDTH) OR THE SPAN LENGTH (HEIGHT) MOLT-IP..(.ED-Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRDrTHP SPAN LENGTN,(kJEIGIiT_,/,.3) USE�THE AREA BETWEEN STRUCTURAL - OPENINGS ONLY- jrHiSNCLU DE5`,�A,1REA5=BEkW'E„ I� SSTTRUCTURAL MULLS. IF TH E TRIBUTARY AREA OF AN OPENING GANNOrB�,TD Eq; �%_, OST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND,-RIBtLTgRY _ REA DOWN�T0 THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN P�BLISHED, USE`THE`Ll1RGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF,THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. B. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY).FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS: ARE NOT VALID AS A SITE -SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED:& RAISED SEALED BY FRANK L..BENNARDO, P.E.: 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF,THESE TABLES AND CORRESRONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED-14EREIN,SHAZCBE CICTATED-AND VERIFIED BY THE GOVERNING BUILDING DEPARTME,Nl'AN_D,PERM HOLDER. NO;P- RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED REI�I'� �% 5. THIS SPECIFICA 0 I Oi=INN ELTOO ERANYPRODUCTAPPROVED CERTIFICATION. REgER._N,tPEPAR&ELYSMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIG-BGIN$TATrATION',IIVF -?I., MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T�� B VERIFIED-!BYOTHERSiIICCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL (.'OCAL I�QGT_2ROTECT�d SAiIS, TI EM.ORDINANCES. - 7. NO CERTIFICATION'IS;QF. ERED^EOR!, E INTEGRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROUIDaRE AFFIRMATIONS ARE INTENDED. IN, NO ADDITIONAL CERTIFICATIONS OR _ a=:10% OF LEAST Ri1LQ.N'I`ALDIL7FJVSSCl�I f0 L40%j0..151RH, PEAK ROOF WHICHEVER IS SMALLERsB F�NO,yTI,L`ESSSFT, AIV,d, OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (lirrr4�SE�ZONE S+IMP-Afi L�-IN QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF EAVE HEIGHT a a µ ROOF ..I .. ..� - .. HEIGHT . . 5 Q ,� ® ® a. ELEVATION a sO 0 WALL ZONE FIGURES /ISOM RI 2.0,10 FLORIDA BUILDING CODE W.ENGINEERING EXPRESS ASCE 7-10, CHAPTER 30 160 SW 12th AVENUE, #106 O I DESIGN LOADS FOR COMPONENTS &CLADDING • I MASTER PLAN SHEET: DEERFIELD BEACH, FL 33442 mz PH: (954) (954) 354-0660 FAX: (954) 354-0443 ASCE 7-10 WWW.ENGEXP.COM mp CERT OF AUTH #9885 .D yj st, f x "7 `•;'�1R}iS Y '�- . -' rr•�-,•:; c BCIS Home Log In ' User Registration ' Hot Topics I Submit Surcharge ' Stats & Facts Business�:�` Pc User rofess ib"nal tt PER: uc t Approval Product Aooroval Menu > Product or ApplLc ion earc > Aoolic�Qn_l ;st > Application Detail of v FL # FL6410-R5 �- Type Application T e Revision ,adei; Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 gary@foldingshutters.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)209-7675 edh@foldingshutters.com a� ABQfIt.,. C+Jti?AD Xft� 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 Frank L. Bennardo, P.E. developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2015 Validated By Jorge A. Pomerantz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL6410 R5 COI Cert Inder).pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 Wajj2szs... 3/8/2012 1. 1Vll " LualYaaab vvv __.— Sections Sections from the Code Product Approval Method Method 1 option D Date Submitted 12/15/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/26/2011 Date Approved 01/31/2012 ICummaru, of Products FL # Model, Number or Name Description 6410.1 Titan II Folding Shutter Accordion Shutter Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6410 R5 II Dwg.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PED046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See engineering drawings for design limitations FL6410 R5 AE Eval Rot.odf (allowable spans, mounting conditions, anchor options, Created by Independent Third Party: Yes etc.) Back Noxt Contact Us :; 1940 North Monroe Street Tallahassee FL 32399 Phone• 850-487-1824 The State of Florida is an AA/EEO employer. copyright 2007-2010 State of Florida ;: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbprstate.fl.us. Product Approval Accepts: O erM.k Ma V�rls�i�B�n ^,.� Y[F�rr� http://wwW.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs7kTE8Waii2szs... 3/8/2012 GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE CKVHZ•), PER TAS 201, 202, & 203 PROTOCOLS. 2. NO 331 1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 3OB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 2010 FLORIDA BUILDING CODE SHALL BE LESS THAN OR.EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. S. THE SYSTEM DETAILED HEREIN IS GENERICAND DOES NOT PROVIDE INFORMATION FOR ASPECIPICSITE. 'IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 6. THE ADEQUACY OF THE EXISTINGSTRUCTURE TO WITHSTAND SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. 7. ALL COMPONENTS SHALL CONFORM TO THEIR RESPECTIVE SPECIFICATIONS AS NOTED HEREIN. B. ALL EXTRUSIONS SHALL BE,6063 T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE 9. ALL POLYCARBONATE MATERIALS FOR USEWITHH THIS SYSTEM SHALL BE MANUFACTURED FROM SOD% SYNTHETIC THERMOPLASTIC POLYMER RESIN (UV STABILIZED) AND DEMONSTRATE COMPLIANCE WITH SECTION 2612 OF THE BUILDING CODE SPECIFIED ABOVE. 10. SHUTTERS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER ASSEMBLYCONTAINING THE FOLLOWING: FOLDING SHUTTER CORPORATION WEST PALM BFACH,£L TAS 201, 202 & 203 FLORIDA PRODUCT APPROVAL" NUMBER 11. THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND.IESTED TO THE MAXIMUM SPANS AND CORRESPONDINGLOADS SHOWN HEREIN. 12. TOP & BOTTOM DETAILS SHOWN.MAY.BETNTERCHANGED AS FIELD CONDITIONS DICTATE WHEREWOTED AS SUCH. 13. ALL BOLTS, NUTS, & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, STAINLESS STEEL, OR ALUMINUM ALLOY 2024-T4 OR 7075-T5. TEKSAND'SHEET METAL SCREWS SHALL BE SAE GR. 2 MINIMUM OR EQUIVALENT. 14. STEEL SURFACES TO BE41LACED1N2CONTACTWITH ALUMINUM SHALL BE GIVEN ONE COATOF.ZINC13AROMATE PRIMER OR SHALL BE GALVANIZED. TITAN II FOLDING SHUTTER {--WIDTH UNLIMITED---} AS REQ D 1 TYPICAL ELEVATION 1 N.T.S. EXTER ELEV (j)SLAT SPAN SCHEDULE NAND PRESSURE (+F) MAXWUNSLAT SPANS REACTION ATTOP& BOTTOM POSITIVE PRESSURE "NEGATIVE PRESSURE 30 Psf 1440 1440 18o Mll 35 PSf 60.0" - 80.0' Be HIM 100.0' -- - 700.0' 148 MR 1M.0' 144.V 210 M. 40 Psf 80.d' e0.o" 1001b11 100.0" 100.0' - 1671M1 144.0" 144.0• 240 MA 46 Psi a", 97.0• solo, 87.0• -- ttsovrt - 187 lhIR 139.11 144.0' 270IbM 50 Pef _ 60.0• 60.01 128 MR 89.0" s9.0• 1e7am 100.0" 100.0" 208 roM 120.0" -- 120.0' 250 mM 138.2" "40 300 Ib" SS psf BOA• 80.0" 1381bfR 81.0' 810 187 MR _ IOD.O" loo.0' 1200" 1204" 2751bM 133.0" 144.0" so pSf -- 60.0" 80.0' 150 011A 100.01 100.9" 250INA 130.1• 138:4__ 348 IhM as pN 590 59.0" IeDEM 92o" 920" 2491NR 1000 127.6" 100:0' 13&V 2711bM _ 3601bflt .. 70 psf 80_0' 100V 126.2' 80.0" _10oA" 128.1" 1750VR 292MA 374 MA 75 psf 590 100.0• _ 690 100.0' 1870M 313 dR 123J- 123.e' 397 Hit 80 psf 119.9' 119.9" 100 dR 90 Psf 113.0' 113.0' 424 bM 1o0p8f 107.2• 107.2" 447M8 - tID psf 102.2' tO2Y 120 psf 98.T 88.71 __468MR 484 Hit 130psf 892• 89.T 4831bM 140 psf 160 psf -029' - 77.3" e2.e" TT 3' 4e4 RAt i6o psf 170 Psf -" Be2• 862" 180 psf 94A' fi4.1" id 190 psf 200psf 91.P 58.0' 811• SE.o' SLAT SPAN SCHEDULE NOTES: 1. SPANS SHOWN IN SLAT SPAN SCHEDULE ARE MAXIMUM ALLOWABLE SPANS AT EACH RESPECTIVE POSITIVE AND NEGATIVE DESIGN PRESSURE. MINIMUM OF POSITIVE OR NEGATIVE ALLOWABLE SPANS SHALL GOVERN DESIGN. 2. THIS SCHEDULE MAYBE USED FOR ALL MOUNTING CONDITIONS LISTED HEREIN. 3. USE 'REACTION AT TOP & BOTTOM• TO DETERMINE ANCHOR SPACING FOR APPROPRIATE MOUNTING CONDITIONS PER CONNECTION CAPACITY SCHEDULES. 4. ® DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 11-FSC-0002 b } —4 36' 1 3,534• 0.045' TYP R0.04z• R0,123' RO.074' R0.1S4• 1 SLAT 6063-T6 AWM 2.941• 2.5 0.697• 0.062' 272.500•---f a 1.596 ' a 0.688• 0.125' RO00.TYP 54• R0.123• 9 123 0,062'T .i 0,625• OUTSIDE 1 6 9404S FLAT END CENTERPIECE AWM N.TS. 6063-TS AUX 4 N.TS. 6063-TG AWM 6 WALL HEADER N.TS.-W-TSAWM 3.715• u 0,609• a: 2.074• o� .o9a•TYP }—l.z6a• � ALTERNATE WALL HEADER 7 N.T,s. WW-T5AWM ALT. BOTTOM TRACK ADAPTER 11 N.T,S. 6063-TSAWM �--- 2.725• 0.600•. f '•012•-j r 0.•TYP 100 �-1.264'� J • ZBOI CEILING HEADER j- 0.s00• o.zso, 0 T 0.062• 1 TYP. N (O - ONAI• 1 BOTTOM 12 RAIN GUARD 606 AWM t----s.000•--t r0.125, TYP zxzx119• 2X4X1%6• L2Xsx1/6• BUILD -OUT. BANGLES %Z:/ N.T.S. 6063-TB AWM w 0,124• 1— 0.676'" NON-. ROUCT 1) ) 14 RAIN HOOD N.T.S. 6063-TS A" N X HOST STRUCTURE !Ci:ANCHOR SPACING PER :,••�. /;i+:' µCN01t SMbET I EXISTING HOST 1-1/4• ;,. •r,;r L e Aaut00: r e COMM TYPE C2; �ED STRUCTURE MIN' 1/4• X 3/4' TEXS ORRIM♦'•.' iRMUESS 0 FORMED CONN TYPE C4: HOUSMG RI ALUM POP PBL SCHEDULE 2 OR 3 )4g ALUM POP Ex HnosT SCHEDULE 2 OR 3 PER NUTS ® WASHBI 0 6' Az: i. `. RIVETS 0 241O,C, RIVETS 0 24' O.0 STRUCTURE 0.r- OPRONAL RAM HOOD OPTIONAL RAIN HOOD 2 X 3 X 1/B• �_ =_r_(IVON-STRU _ _ _(NON-STRUCTRAL,) 21XT 5 X 1�/B' '1(e' ALUM P0, NYLON 0.0LI.ER f — _ ..�....LLL RNET' 0 24 QC `V ALUM ANGCEf—rNm 0 OMONALRAMHOOd..� .500 DIA U % (NON�STR 0.43T N BUSHING IICRURAL) ,6 • a * E MAX 500 CIA 0,43T W I MAN 'OTYPE G7: ! =c n vim Ti 8�C (TYP) NYLON BUSHINHG MAX I ANCHOR SPAH]NG 11 U O ` - #10 X 2-1/P S.M.S. SCHEDULE 2 OR 3 x STAINLESS S�1 -� O.43T O H $ < � AN LEG MAY TURN MAX lu a OPTIONAL RAM GUAR H 43 UP OR DOWN lei (NON STRUCTURAL) g NOTE: HEADERAND SILL DETML CAN 0.43T I n BE USED M ANY COMBINATIONS MAX � � M O 3//16' ALUM If < 0.43T PDP RIVETS I I 0.43T 2 X 3 X 1/B- 10 O&E 2X4X1/B- l11UC 'SIDES II M I 2 X s X 1/8E TOP1LID OF PAWN. 0 I OONN TYPE O: MAY BE CEILING 1 rPOP •• ARIVET�S W All SPA% HEAD�rjtp{I LOCUTION Ip 10.O.0 PER SCHEDULE 2 ADXISTABIE LL V Z _ I OR 3 CETApX 3. SEE COTIII TYPE tl: ON TOP lAS TO a ANCHOR SPACING PER ALT. RIVET LOCATION: ~ I n 11J 710R SPACQ(G 6ETI1A) R i p . -C I PHt SCHED 2 0A 7 �aOR SPAC7"G �Eq--}`-� Eq BOTH PER SCHEDULE 2 OR 3 \AOXISTABLE SILL FASTENERS: WALL FACE WasmGXOST BC9T5 W/NUTS 1 MOUNTING SECTION staucnDnE E4Ed L>asTwr rm.BUILD-OUT WASHER O.0 N � � R � 3 6•-1'-0' vERTSEaIDN TRAPPED MOST 3 MOUNTING SECTION �' 2 MOUNTING SECTION STRURURE 3 6•.1•-0• weTSECTION Z 3 6'-1'-0' vERrsEcTIDN 0 q OP (NON RAM CR1Aggp6�� _ j ALUMINUM TUBE IC (NON S7RUCTURAL) / I (3) 1/4' LAG SCREWS W/ 2• MIN. 1 at 8 / EDGE DISTTHREAD ANCE BL ��D 3/41 MIN. 3P DP6•R3AVE�T' II � R a 10. O.r- 0.43T (2) ANCHORS AT ENDS BOTH SIDES \ 'I MAX � 24. O.0 MAX.D �'-•� 11(( CO ! CNCHOR ANCHOR SPAC Hs MO 1OmasTG "�' O�CORIVETS SRUTUE I 00'St�C�6. AA R AGA EDDSEE SPACING DETAIL) A }--Ed Ed-4 AT TRA CK ADAPTER STAGGERED ANCHOR a MOUNTING SECTION' Q ING DETAIL SPACING 3 6' - V-w VERT SMI ON 3 6• - AC of K EXISTING HOST STRUCTURE ANCHOR SPACING PER SCHEDULE 2 OR 3 C OPTIONAL RAIN HOOD L 1-1/4' PER SCHEDULE 2 wLMIN. OR 3 EXISTING HOST STRUCTURE ALT WALL FACE 1 MOUNTING SECTION 4 6" . 1'-0" VERT SECTION ANCHOR TYPE SCHEDULE: A. 1/4" TAPCON (BY ITW), WITH 1-3/4- MIN EMBEDMENT TO CONCRETE (3192 PSI MIN), OR 1-1/4" MIN EMBEDMENTTO HOLLOW BLOCK. B. 014 SMS WITH POWERS SCRU-LEAD INTO CONCRETE (300D PSI MIN), 1-1/2" MIN EMBEDMENT. C. 1/4' ALL -POINTS SOLID SET ANCHOR, WITH 7/8' MIN EMBED INTO CONCRETE (3000 PSI MIN) OR INTO HOLLOW BLOCK. D. *14 SMS/LAG SCREWS INTO WOOD (S.G. 0.47), 1-1/2" MIN PENETRATION. E. N14 SMS TO MIN 129a STEEL STUDS WITH FULL THREAD PENETRATION ( CONNECTION CAPACITY SCHEDULE CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE A).j B I C HOLLOWSLOCK ANCHORTYPE A I C WOOD ANCHOR TYPE D STEEL ANCHOR TYPE E 24 36 Fi 125 LB/FT 325 LB/FT 85 LB1Ff 201 LBIFT 163 LEIFT 218 LBIFT 12 731 LB/FT 250 LBIFT 049 LBIFT 171 LBIFT 4D2 LRIFT 326 LB/FT 433 LBIFT GO 9 974 LBIFT 334 LBIFT 8B5 LBIFT 228 U9/FT 639 LBIFT 434 LB/FT 577 LB/Fr 1461 LBIFT 1 501 LBIFT 1298 LBIFT 342 LSIFT 804 LBIFT 851 UVFT 005 LBIFT 9 277 LSIFT 100 UBIFT 298 LBIFT 94 LB1FT 169 LBIFT 110 LBIFT LBIF'T O 415 LBIFT 150 LB/FT 444 LBIFT 141 LB/FT 263 LBIFT 168 LBIFT _191 _ 2136 LBIFT 3 030 LBIFT 300 LBIFT 086 LBIFT 282 UBIFT 507 LB/FT 331 LBIFT S72 LBIFT 250 LBIFT 90 LBlF'f gas LB/FT e_ LBIF'f 101 LB/Ff _ t70 LBIFT _ 415 USIFT 150 LBIFT 444 LBIFT _ 141 LBIFT _151_LBIFT 253 LBIFT 166 LBIFT 283 LBIFT 751 LBIFT 270 LBIFT 788 U/FT 244 LII/FT 454 LBIFT 303 LB/FT 509 LB'FT C4 9 8 22e UN!IfT 342 LBIFT 7e LB/FT 117 LWFT _ 203 LS1FT 53 LBIFT 125 LETT 102 LB/FT 135 LBIFT 1. 304 LBlFT 80 LBIFT 188 LBIFT 152 LBIFT 202 UBIFT 3 as4 LBIFT 234 LBIFT 608 LBIFT 160 LR/FT _ _ 37a LBIFT 30S LBIFT 405 LB/FT 9 366 LBIFT 1126 LBIFT 324 LBIFT 85 UVFT 201 UvFT 183 LBlFT 216 LB/FT C5 _ B _ 3 _ 647 LBIFT 1004 LBIFT 188 LBIFT 460 LBIFT LBIFT 301 L&4T 244 LBIFT 324 UBIFT 376 LBOT 972 LBIFT _128 266 LBIFT 602 LBIFT 488 LBIFT 848 LSIFT 12 432 LBIFT 159 LSIFT 468 LRIFT 160 LB/Fr 265 LBIF'T 172 LB1FT 300 LB/FT C6 e 676 LB1FT 208 LBIFT 622 LBIFT 199 LBIFT 354 LBIFT 229 LBIFT 400 LBIFT _ __ 6 856 LB/FT 313 LBIFT 033 LBIFT 299 LBIFT 530 LBIFT 344 LB/FT 699 UB/FT a 173 LB/FTL9IFT 41 LBlFT 85 LB/Ff 191 LBIFT 77 UBIFT 155LBIFT 103 LB/Ff 205 LBIFT 3 347 LBIFT 118 LB/F'f 908 LBlFT Bl LB/FT EC7 9 283 LBIFT 97 LBIFT 262 LBIFT 86 LBIFT 1fi6 L8_IFT 120 LBIFT 188 I.B/Fi B e 426 LNT 14B LBIFT 37B LBlFT 99 LB/FT 1 234 UIF7 189 UVFT 262 LB/FT 2"X4•X CONT. AU ANGLE 1/4-20 MACHINE — SCREW & LOCK NUT 1" FROM ENDS AND 6. O.C. MAX OR 1/4° TEKS SCREWS 1"FROM ENDS AND 3%' O.C. MAX. MAXANCHOR REQUIRED SPACING POSNEG 1N•ALL PRESSURE 1l4• IfW pOINfS TAPCON O3 CONNECTION CAPACITY SCHEDULE CONN CAPACITY SCHED NOTES: 37 PSF F71R RFDI 2T MACDNRY AN7 nR FD7:F DTGTANfFi CONNECTION TYPE ANCHOR SPACING CONCRETEANCHOR TYPE _ A _ .__ C _-._ 1' EDGE 2" EOGE DISTANCE DISTANCE HOLLOW13LOCK ANCHORTYPE C_- __�`__._ 1' EDGE DISTANCE 2' EDGE DISTANCE 24 LBIFT I 28a LBIFT 78 LBIFT 101 LBIFT _ 12 _31l 822 LB/FT 672 LB7FT 188 LBIFT 382 LBIFT C1 9 _ 8 830 LBIF'f 1245 LBIFT 782 LB/FT 208 LB/FT 509 LBIFT 1143 LBIFT 313 LB/FT 764 LBIFT 9 118 LBIFT 258 LBIFT 84 LB/FT ' 144 UBIFT C2 B 3 - 177 LBlFT --354 LB/FT 388 LBlFT 775 LB/FT _ 95 LBIFT 191 LBIFT 218 LBIFT 433 L&FT 9 112 LB/FT 229 LBIFT 57 LBIFT 130 LBIFT C3 a 177 LSIFT 388 LEWT 95 LS/FT 21s LBIFT 3 338 LBIFT 688 UVFT 171 LBIFT 391 LB/FT 9 104 LBIFT 170 LB/FT 49 LB/FT 119 LBIFT C4 6 291 LB/FT 268 LBIFT 73 LBIFT 146 LBIFT 179 LRIFf 358 LB/FT 3 683 LBrT 535 LB/FT _ 9 311 LIWr 285 LBIFT 78 LRFT 191 LB/FT CS a 3 488 LBIFT 932 LBIFT 420LB/F7 856 LB/Pr 117 LSIFT _ 234 LBIFT 286 LB/FT Siz LB/F7 12 181 LBIFT 407 LB/FT ICU LWFT ! 225 LB/FT C6 9 241 LBIFT 542 LBIFT 133 LBI -T 0001 BIFf a 361 LBIFT 814 LBIFT 199 LBIFT 450 LBIFT a 141 LBIFT 136LBIFT 37 UWT 91 LB/FT 3 286 LBIFT 211 LBIFT 74 LSFT 181 LBIFT 9 241 USIFT 222 LBIFT 01 LB/FT 148 LBIFT C6 8 382 L6/FT ; 333 LaiFT 91 LBIFT 222 LBIFT 1. CHOOSE COMBINATION OF CONNECTION TYPE, ANCHOR SPACING, & ANCHOR TYPE SUCH THAT 1/4-20 MACHINE CONNECTION CAPACITY IS EQUAL TO OR GREATER SCREW & LOCK NUT THAN 'REACTION AT TOP & BOTTOM" AS GIVEN IN SLAT 1" FROM ENDS AND SPAN SCHEDULE. 6" O.C. MAX OR 2. CONNECTION TYPES SHALL BE AS SPECIFIED IN 1/4- TEKS SCREWS APPROPRIATE MOUNTING SECTION DETAILS. 1" FROM ENDS AND 3. WHEN USING SCHEDULE 2, ENSURE MINIMUM MAX. 2-1/2° EDGE DISTANCE FOR ALL ANCHORS TO 33e, O.C. CONCRETE & TO HOLLOW BLOCK. 4. WHEN USING SCHEDULE 3, MINIMUM EDGE 1/2' DISTANCE FOR ANCHORS TO CONCRETE & HOLLOW BLOCK SHALL BE AS NOTED IN SCHEDULE. 5. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR TYPE SCHEDULE. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. f 7. WHERE EXISTING STRUCTURE IS WOOD ^I FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. B. WHERE ANCHORS FASTEN TO NARROW FACE OF ' . STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x4 (MIN) WOOD STUD (i.e. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 9 ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM NNCANCHOR ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE REQUIRED SPACING SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE POSINEG "I ALL SHALL APPLY. PRESSURE 11ITIN POINTS 10. MACHINE SCREWS SHALL HAVE MINIMUM OF TAPGON SOLIDS! 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND 110 PSF 3" 3" MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD 'SIDEWALK BOLT") U.N.O. _ - - 66 PSF 8" 6" 11. DESIGNATES ANCHOR CONDITIONS 37 PSF 8" r WHICH ARE OT ACCEPTABLE FOR USE. Z. orl W ;e s ZW W=tea (z4 QQg1��11 WW �9am1 CONCRETE�I V/d/l ,fin O NOTE: SEE ANCHOR SCHEDULE AND NOTES FOR REQUIRED ANCHOR EMBEOMENTS. EDGE DISTANCE IS 2-1/2' MINIMUM. 2 X 3" X 1/4" CONT. GLLE � a � - iB p MIN. 3000 PSI Indu I I6In1 CONCRETE u d d IB d- NOTE: SEE ANCHOR 6 �! SCHEDULE AND NOTES FOR REQUIRED ANCHOR 9 I� EMBEOMENTS. EDGE C DISTANCE IS 2-1/2" MINIMUM. WMID�RRLLVfLL�4W910P1 11-FSC-0002 ALT TRAPPED. 2 MOUNTING SECTION \11v 6" = 1'-0" VERT SECTION T� y L •i"M� ff tBBB�.1::•:'•1:Ry LLl1CL�l1I:[!:I^ll♦ t� � �tgJC4Ul5-�iS�lil•I�bl:-jam ��>_t�.�■oat�-mesas ��Es�E>•ass��.>♦as uooaB��as1�E� p • MIN 2.4 EXSTI"IG WOOD TRUSSES AT 24' Of. MAX (S.G. 2 0.51), OR 16 GAUGE METAL G. AT 24' O.0 MAX. (3) #14 SMS WITH P MIN. PENETRATION AT EACH WOOD RAFTER, OR (3) #14IBM AT EACH 16 GAUGE METAL STUD. _ 2St4yt1/a• ALUM ANGLE 2-XS'ui/B• ALUM ANGLE, 1/4-K4- ALUM BAR, I-z4-Wa- ALiM TUBE, OR 7/a5t4•Ml/a• EXTRUDED ALUMINUM TUBE TO SPAN TRUSSES R SUPPORT TRACC. ANGLE SHOWN; OTHER MEMBERS SPECIFIED ARE INSTALLED THE SAME: HEADER TO TRUSS MOUNTING SECTION S 6' - 11-W VERTSECrION SOFFIT ALT COUNTER -TOP Z MOUNTING SECTION HOST i 41 TEIM EMBED SPAN TUBE PER D6IGN SCHEDULE 0 B' O.0 SPACING f sql 1 4' X AS NOTED; I/OIT5TUW/ NI WASHER @ 6. O.C. 7 ��~ t M z I bb� FF FF � N O• Q� t ANCHORS MAY Be INSTALLED i IN MULTIPLE r ROWS AS 8 to NECESSARY. SEE SPAN TUBE SC1®ULE NOTE i2 PSF FLAX DESIGN LOAD - *72to S SPAN TUBE MOUNT S 6• m 1'-0• VERT SECTON POLYCIR EACH SE . R• POLYCARBONATE SNAP-M END CUP NOTES: C21 WDiDOWS MAY BE IN ONE SLAT SPACED M OF 24' APART, WINDOWS GBVERAL N�OTE�9 S P(OL3CARE�OMASE MDTES. OPTIONAL SLAT WINDOW DETAIL S 6• - 11-V VERT SWTTON SPAN TUBE BtREDU E ALLOWAaLETIaE NUMBEROFTEKS NUMNEROF TUBE Sm"m SPAN sewn ANCHORSPEL ME SPAN am TOP BOTTOM TOP BOTTOM TOP BOTTOM nw TUBE TUBE TIME TUBE TUBE 21cr or load 11a,11 2 2 7 7 20.12r or m r eg.'r a a ■ ■ , 144' T02 7aLC a a 11 11 21t4' or 134A' 14ST a a -■ ■ X8.2r or 111.1- 116.r a a H it 14C ao.T M.4• 4 4 14 14 2- or 12a.r 1a6:r 2 a a ■ ROA2r or tot.r Haar a a to Bo 144• aa,1' ' 87.0 4 4 12 13 , B, eo• t2s.r 13►.0 a B to a0.12r or 111.0 1Mr a 4 H 12 a..r....-M e—.n to1.T 4 4 14 1a a, oc A- - rummuM, 57t5' KAMM ANDS, ANGLES MAYBE I/a' OR 1/4' THIM 6063 T6 ALUM". 2, NUMBER OF ANCHORS PER END' INDICATES NUMBER OF TOTAL ANQ"ORS IN THE ANGL AND TUBE END. ANCHORS MAY BE INSTALLED IN MULTIPLE ROWS AS NECESSARY IN IN ANGLE PROVIDED THAT THE MINIMUM ANCHOR SPACING INDICATED f5 MAINTAINED. TUBE END SHALL HAVE A MIMMUM OF ANCHORS. 3, COON aaNECR%N DETA . MAWHERE ® TOGETHER SEAM M� BE LIMITED DTTo TOP BEAM SPANS. 4. SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WIT" SHUTTERS SpAWMG ABOVE AND BELOW THE 6EAM. MID -SPAN TUBES SHALL BE LIMITED TO TOP BEAM SPAN, WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. S. ALL BEAMS ANND ANGLES ToB 6061-T5 ALUM". 1 N ii ANCHORS- - OPTION TO PLACE ANGLE OUTSIDE OF FLAT END END PIECES MAY BE 'RAT q�p: 0 10 X 3/4- TELLS OR Re POP RIVETS • 12• o.c PIECES SE'RAT rMn• • OR BOTH ANGLES7 F% MIN GLAn sEPARATION IREOUIRED ALASTAft_REN MDYle I. GLASS SEPARATION REQUIRED ONLY IN HVHZ ONLY IN DID AM WZONE 4. ASTM MIND ZONE 4, AND ESSENTIAL FACILITIES. AND ESSENTIAL FACLITIE31 2. FOR USE OUTSIDE HVH7 ASTM WIND ZONE AND ESSENTIAL FACILITIES, PRDDBCTHAS MEN SLAT SPANS 56.5': 2.25• DESIGNED AS A KMPOROBS SySH3( a HOST SLAT SPAN S 144•I 3.25'_ STRUCTURE MAY IRS DESIGNED AS ENCLOSED. prrSpE) 3/e' qy�� / TRAPPED END CONDITION (2) 0 PLASTIC THUMB SCREWS 30• MART Ll MIDSPAN (THUMB SOLEW MAY BE SlUARE AL BODY yy PIASRC p PROTRUDING TNRU H D 9 SILL SLAT DIRECTION SHOWN MAY BE MIRRORED TO OPPOSITE DIRECTION (FOR INSTALLATIONS INSTALLED INSIDE OR OUTSIDE) LENGTH MAY VARY. WITMN THE HLR Z, ASTM WIND ZONE 4, AND 1 HORIZONTAL SECTION �"N"'TERIo IiLDD CNA nUaBT L. SS SEP RATIO FACMEMAMAINED). SEPARATION MUSTBE MAINTAINEp). G 5' 1'-0' HORIZSEQION BE USED WN)U WITH ILI] THUMB SCREWS. (2 3/e' O PLASTIC THUMB SCREWS 30• MART d} MB>SPAN JlOx4• TEK SCREWS __ _ L7HUSM SCREW MM BE [N57 INSIDE OR OUTSIDE) ATTACHED TO ONE CEMERPIEm a u• D.C. YOBS A e, qt ��TI llni\INSTALLED (2) 3/8• 0 PIASTICTHUMB SCREWS 30• APART @ MIDSPAN (THUMB SCREW MAY Be INSIDE OR OUTSIDFI., I NO A v 2) #14 x 3/4• TELOI OR A 29d• REAL /16' POP RIVETS PER xo.12S' A T NGLE ALUMINUM (2) 3/16• POPSTRU _ ANGLE RIVETS, EACH LEG OF 2'x2'ANGLE BUILD -OUT ANCHOR TYPE ACE TO NORMOIIHT PEIt CONC)PL9tANGLE STRUCTURE DETAR3/3 AWAYOPEUG OS S OPENIMM NG 4-1/r x r it 1/e• MIN NOTE SIMILAR ALUM ANGLE TOP a AT HEAD eOROM OR TO WALL AND SQL AND BOTH EX7EN10R El"ATION SIDES OF DER POST SHUTTER PUN YIEW MA 4N PM 3 END OONDITIoM WITH HAT END e rp wai a c s O ce In ; al 4 ORQS VN 50. . ANGLE SLAT QEND LOCK ANGLE 6 - Sb• HORIZ SWTZON O