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HomeMy WebLinkAboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED 772-462-1553 By St. Lucie COunty ^� g APPLICATION FOR STORM SHUTTER PERMIT J DATE:. ii a3 r Z.. PERMIT NUMBER: Ja; n 1. LOCATION/SITE ADDRESS: 2. PARCEL ID NUMBER: �_`�'Uo %3U — 000 1 -- 3. SECT ! TWP 1,3( ZNG LU t I INIT a DESCRIPTION OF PROJECT OR WORK ACTIVITY: kC,(Lo e7O) Ari-3.S - 1 D Ac,), iJ Gs` ' ( AI It &A n t'ncS F,6.4- 4. TYPE OF STRUCTURE: SFR )< ADDITION �ckK i vH n L,y r hd T1 uJ 5. OWPaINTQ I�AK �RH'-[4�v 6. Name:l.► tq 4 S I Akd Address: _�J i �Y�h City; state: L o Mr Zip: ,?¢9 f% Phone: P(I a —3 C ? Type of Surface attachment: Wood Frame Concrete OTHER CONTRACTOR INFORMATION FL Reg/Cert #: V-0 13A (I,?.? S- County Cert #: _� Q g qg Business Name: 67PP /364 Phone number: �%S�/ (o ��7 — 9/ 5y Masonry Other Product Type Maximum Opening Pressure per A.S.C.E. 7 Product.Compliance Report # Method of Attachment As per Product Approval or Engineers Analysis 120 mph 130 mph 140 mph 140 Exp. C FL N.O:A. Other Anchor Type Anchor Spacing Removable Panels Accordion ©'?.W c2 61I Up. Colonials Other ALL PRODUCTS SHALL BE LABELED FOR llE"1. ERMINUNU JIMFAC'l' llEZ51>"1ANC;E rl(UM WIIv:) uURINE IM1,15R1J.��� **SEE FINAL INSPECTIONPROCEDURE FOR EXISTING RF,SIDENTIAL STRUCTURES ONBACK �O /C 7. VALUE OF CONSTRUCTION: S O 5a ro FEES DUE: <w. OWNER'S AFFIDAVIT: I certify that all of the information contained in this app ' is o ect and that a I work will'be done in c pjlance, wl��jyyalyapplicable laws rc lat• g constniction and zoning. PRINT NAME OF 9WNER OR CON CTOR/QUALIFIER SIGN OF OWNER OR CONTRACTOR/QUALIFIER STATE O 1(� COUNTY OFF ACKNOWLEDGED BEF ME THIS DAY OF �aY, • 20 �2 BY, ! L`8C i �C . Li rCLGI (��r, ma O IS PERSONALLY KNOWN TO ME OR HAS PROD D AS IDENTIFICATION. SIG OP N TYPE PRINT NAME OF NOT^AR SEAL• - � ' T NOTARY I COMMISSION NUMBER LCPDSD Revised 96 /2010 ' 02/07/2012 09:58 FAX 772589075 , ATRIUM-INC la001/001 AMR RECORDING-REViM TO: JOSEPH E. SMITH CWI',+,: )F THCIRCUIT COURT SAINT LUCIE COUNTY i a rn - �bs FILE 3K 3:3 66 PAGE 163 - 12:416ag PM RE ORDI 3360 PAGE 163�3 - 1639 Doc Type: NO RECORDING: $10.00 PERMIT NUMBER: NOTICE OF CONM MENCE MENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 113, Florida statutes the following information is provided in the Nodce of commencement. 1. DESCRIPTiOU,F >?i QPZRTY (Legal description and street address) TAX FOLIO NUMBER G-6,60 — 30_ b(f t 2. CENF,RAL I]FSCRIPTItON OF IMPROVEMENT: 1 f.1. !a I sit C-C-Lr/C/)1 ON J 11 Lt 11 E2 3.O'WNERINFORMATION: b. Address �ry� tea % 01 a interest is pmperry d. Namo and address of fee simple titieholdos (f vther than owner) 4. CONTRACT-OR'S NAME, ADORE$$ AND PHONE NUW>BER., 15 - 9- g 15' a P p , 4 jCo SW 51 sr ST Oaui[r553�- 5, SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6, LENDER'S NAME, ADDRESS AND PHONY, NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided b Section 713.13 (lXa) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: S. In addition to hinsselfor herself, Owner designates the following to rcccivo a copy of the Lienor's Notice as provided in Secti 713.13 (1)(b), Florida Statutes: NAM, ADDRESS AND Pl IONE NUMBER: 9. Expiration date ofnotice of commencement (the expiration date is 1 year frotu the date of recording unless a different date is specified) . 20 Signature of Owner or print Name and Provide Signatory's Title/Office Owner's Authorized Officer/Direetor/PartnenWanager V~°r•nr State oRftrtd9 , County of r4 i&AI �e•%7 cl _ The fordping instrument was acknowledged before me this day of aGAY"\L lOtd 201'L By. �LONO"-\- �)eln n rr+ e-C N as ni.A) Y�� (Printed name of person signing above) (Type of authority... e.g. Owner, officer, trustee, attorney in h (Nana of party on beh f o;f iyAorn instrument was executed) Personally Knvwn__.e—/Or produced the foIlowing type :d blame of t ublie) (signature ofNotary Public) (Seal) penalties of p ury, I declare that I have read the foregoing and that the facts in it are true to the best of my knov (section 92.52 ida Statut re of er(s) or O er(s)' Authorized Ofiicor it ct'or / er/Nlanager who signed above: ate. o� tR�orelnel (Sigti{siure) (Printed Name) 7U I 1 I Property Appraiser - St.Lucie Co�' j, FL Page 1 of 1 PROPERTY RECORD CARD Robert H Penniman (TR) Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification ,`�,UCIE CO Site Address: 54 SILVER OAK DR ParcelID: 3426-500-1307-000-1 Sec/Town/Range: 26:36S:40E Account #: 176145. y�l < Map ID: 34/26N Land Use: SF Res Zoning: CG City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Robert H Penniman (TR) Linda S Penniman ST LUCIE GARDENS 26 36 40 THAT PART OF BLKS 1 AND 2 LYG (TR) ELY OF US #1 AS SHOWN IN OR 2389-720 BEING Address: 54 Silver Oak Dr More... Port St Lucie FL 34952 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: Land Value: Acres: 0.11 11/30/2011 0116 LE 3348 / 1056 Assessed: Building Value: 1/1/1900 0 / Ag.Credit: Finished Area: 0 SgFt Exempt: Taxable: Taxes: BUILDING INFORMATION No Sketch No Ima e Available Available Exterior Features View: - RoofCover: - RoofStruct: - ExtType: - YearBlt: Frame: - Grade: - EffYrBlt: PrimeWall: - StoryHght: - No.Units: SecWall: - Interior Features BedRooms: 0 Electric: PrmintWall: - FullBath: 0 HeatType: AvgHUFI: 1/213ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 1 0100-SF Res N -Site 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/prc.asp?prclid=342650013070001 2/6/2012 Customer Name: Bob Penniman Address: 54 Silver Oak Drive Number of Openings to be Shuttered: 7 Number of Stories: 1 Type of Construction: Masonry/Concrete Manufacturer: Atrium Windows and Doors, Inc. Product: HT-100 Aluminum Accordion Shutter Miami -Dade County NOA # 08-0722.01 75 X 58 5 6 27 X 39 7 27 X 39 3 54 X 58 2 54 X 58 MIAMI•U44DE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Atrium Windows and Doors, Inc. 4800 S.W. 51' Street Davie, Florida 33314 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 www.miamidade. ov This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Buildin C DESCRIPTION: "HT-100 "Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 08-159, titled " HT-100 Aluminum Accordion Shutter", sheets 1 through 7 of 7, prepared by Knezevich Associates, dated September 14, 2005, last revision-40 dated September 14, 2005, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety: INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07-0511.02 and consists of this page 1, evidence submitted pages E-1, E-2 & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. huAMwADE COUNTY NOA No. 08-0722.01 • "' • • Ex iration Date• p :05/01/2012 0cf1ZS�ZooB Approval Date: 09/25/2008 Page 1 Atrium Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02-0419.10 A. DRAWINGS 1_ Drawing No. 02-619, prepared by Knezevich & Associates, Inc., titled "RobiCordions ", dated July 23, 1996, last revision #6 dated June 10, 1999, sheets I through 6 of 6, signed and sealed by V. J Knezevich, P. E. B. TESTS 1. See Association's generic approval # 99-0036. C. CALCULATIONS 1. See Association's generic approval # 99-0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval # 99-0036. E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated April 17, 2002, certifying this product to meet the criteria of product tested and approved, and allowing Robico Shutters, Inc. ,to use the test results approved under Miami -Dade County Approval No. 99-0036, signed by Mr. Frank Cornelius. 2_ Acknowledgment letter by Robico Shutters,' Inc., dated April 17, 2002, signed by Mr. Tim Robinson. 3. Letter by Knezevich & Associates, Inc., dated April 17, 2002, certifying that the drawing (No. 02-619) prepared for Robico Shutters, Inc., signed and sealed by V.J Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc. Association generic drawing (No. 96-168). 4. Acceptance Letter issued to Mr. Tim Robinson on April 30, 2002 and returned signed by Mr. Tim Robinson on May 01, 2002, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #-07-0511.02 A. DRAWINGS 1. Drawing No. 07-338, titled " HT-100 Aluminum Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton Tomasetti, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 05-0321. my A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0722.01 Expiration Date: 05/01/2012 Approval Date: 09/25/2008 E-1 Atrium Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. See Association's generic approval under 05-0321. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS See Association's generic approval under 05-0321. F. STATEMENTS 1. Release letter issued by Hi -Tech Shutter Group, Inc., dated April 13, 2007, certifying this product to meet the criteria of product tested and approved, and allowing Atrium Windows and Doors, Inc. to use the test results approved under Miami -Dade County Approval No. 05-0321, signed by Frank S. Cornelius. 2. Acknowledgment letter by Atrium Windows and Doors, Inc., dated April 11, 2007, signed by Mr. Tim Robinson. 3. Letter issued by Thornton Tomasetti, dated April 13, 2007, certifying that the drawing (No. 07-338) prepared for Atrium Windows and Doors, Inc., signed and sealed by V. John Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc. generic drawing (No. 05-509), revision 0. 4. Acceptance Letter issued to Mr. Tim Robinson on June 16, 2007 and returned signed by Mr. Tim Robinson on June 18, 2007, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-159, titled " BT-100 Aluminum Accordion Shutter ", sheets 1 through 7 of 7, prepared by Knezevich Associates, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V. J. Knezevich, P.E B. TESTS 1. See Association's generic approval under 05-0321. C. CALCULATIONS 1. See Association's generic approval under 05-0321. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. eJfelmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0722.01 Expiration Date: 05/01/2012 Approval Date: 09/25/2008 E-2 Atrium Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05-0321. F. STATEMENTS 1. Release letter issued by Hi -Tech Shutter Group, Inc., dated July 17, 2008, certifying this product to meet the criteria•of product tested and approved, and allowing Atrium Windows and Doors, Inc. to use the test results approved under Miami -Dade County Approval No. 05-0321, signed by Frank S. Cornelius. 2. Acknowledgment letter by Atrium Windows and Doors, Inc., dated July 22, 2008, signed by Mr. Tim Robinson. 3. Letter issued by Knezevich Associates, dated May 23, 2008, certifying that the drawing (No. 08-159) prepared for Atrium Windows and Doors, Inc., signed and sealed by V. John Knezevich, P. E., is engineering wise identical to Hi -Tech Shutter Group, Inc. generic drawing (No. 05-509), revision 0. elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0722.01 Expiration Date: 05/01/2012 Approval Date: 09/25/2008 E-3 A a .048" N U Q-if IIF+t2 tl �, Qr1._, " = HEADER-CLG. MOUNTED 1 HEADER -WALL MOUNTED SCALE: HALF SIZE 2 SCALE: HALF SIZE CENTER MATE 1 9 SCALE: HALF SIZE 0 0 N u1 2' MIN: 5' MAX. L ANGLE 11 SCALE: HALF SIZE .048' 3.840' MAX. p .483' (TYP.2) ; 91s ` 6 .tor �.00, a� - A7 5 6� .326' 1.890' 620" BUILD -OUT WALL HEADER SCl� E: HALF SIZE / - (WITH OPTIONAL LGM14G RODS) CENTER MATE 2 CENTER MATE 1 10 SCALE: HALF SIZE 9e SCALE: HALF SIZE • {t--.375'-�I . 15. 1*.320"0 STAINLESS STEEL 0 485" ASSEMBLJ 1 _1 5" OLE NaOS`PLACE S`�TlAAX1051" MAx. NYLON NYLON TYP. AT EVERY OTHER NTOPN BOTTOM CARRIER INSIDE )OINT AT TOP BLUSHING BUSHING BUSHING ROLLER ASSEMBLY 12a BUSHINGS 12 SCALE HALF S[ZE SCALE: FULL SIZE INSERT 13 SuuE HALFSIZE .040 t2 (WITH OPTIONAL LOCKING RODS) CENTER MATE 2 l0a SCALE: HALF SIZE ti o t-j O'.550• L � •080" .375' R .435' R m tl .135' R 505` R O 4211'.315" R 2.110" 7 ' P150-(NYLON) 1 40" t=.I00" (NYLON) LOCKING ARM INSIDE 15 Ls OwCE:�HANiGs1z�P 15 O�ESILL 17 SIZEscALE HALF SIZE ALIGNMENT BUSHING 18 SCALE: HwSa HAjrlDLLtc M twnrkucnP7PvichlAs-endationslHi-TechlAtrium\08-1591RO-sub108-159-01.dwg, 5/23/2006 9:01:52 PM, 11 x 17, 1:1, MiDisparate.cOm 2.373' .472" I.D. �- 158• .61T D.D. tl 1.A� jl- $ � 21L' tz 151" tl - 5 L350" .500" t2 (OPTIONAL) SILL- ALT 1533' 05U" 1.0257" .055 .641• 1 �, 900 END SLAT scA1E. HALFSIZE r .136" 3.283" IV I ADAPTER SLAT SCALE: HALF SIZE 45" 052" 4.078" 4.534" TYPICAL SLAT 8 SCALE: HALF SIZE GENERAL NOTESi 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISIONS SET FOR THE ISSUANCE OF A NOTICE OFAOCEPTANCE ((NOA)) BY MLAMI-DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE, 2004. 2. TO VERIFY THAT THE ANCHOFSASNTFD,ARENOTOYERSfRE55FDINTHESE APPROVAL DOCUMENTS, NO INR&lSE IN ALLOWPBLF STRESS WAS USED IN THE FASTENERANALYSLS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004, A DIRECTIONALITY FACTOR OFW =0.8S SHALL BE USED. 4. THESE APPROVAL D0014 CUTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE -SPECIFIC APPLICATION OF THIS SN(IrTERSYSFErti S. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE 6, THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE aW=CTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE 03NamoNS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE Da5nNG STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRIICNRAI SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVALDOCUMENTS WILL VOID THE APPROVAL DOCU` EM 8. WHEN THE SDE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS. A) T��HED AND BY THAT REGISTERED AECIFIC COMMENTS BE �CWiCDETAIL AND 3u5M THE DEVIATION. SAID DOCUMENTS SHALL BEiiWiTTED TO THE 1l8' THICK � REVIEW AS A OONOI IRA TO THE BUILDING OFFICIAL STAINLESS STEEL 8) R6QlARETHAT AONE-7IME SITE SPE�ICAPPROYALBEAFP=FOR AM LOCKING ARM S�EllLLRi�ED FROM THE Amwl'DAOE COUNTY PROOUCr CONTROL DIVMONL 14 : HALF SIZE WHEN THE SITE CONDITION DEVIATIONSOOCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, OKY OPTION'B' SHALL BE ACCEPTED BY THE BUILDING OFFICIAL 9. EACH RU TER ASSEMBLY SHALL BE PERMAN FLY LAMM AS FOLLOWS* ATRIUM W�IINjNAADlIO�FIW,, S AND DOORS, INC. FLORIDA MEAMI-DADE COUNTY PRODUCT APPROVED PRODUCTRZ-YISED 10. ALL SFWFERSSMALL HAVE ALOCIMMECHANISM ATCENTER ORSIDE WMX as complying Kith the Florida Mrr P°Fa0®rna T) LocaNG MEawNrsn sTwtL BE Loacm TO PROVIDE W,!diligCodd2 IL STORM SHUTTER EKFRUSNX5SHOWNSHALLBE6063-76ALUMMINALLOY, LLO.N. . Amptance N D_ p ZZ .01 IL ALL SCREWS AND BOLTS TO BE 2824•T4 ALUMINUM ALLOY STAMM STEEL, Expi tielil �AiCO Q' Z OR GALVANIZED STEEL WITH A MIM M TOCI E ST� OF 60 KS.I, U.O.N. POP RIVETS TO BE 3116-0, SM AWM. ALLOY, U.O.N. �y 11 TOP AND BOTTOM DETAILS MAY IE INTERCHANGED AS HELD CONDITIONS REQUIRE. P,liaeLiQ cduciContra! 14. FLOOR TPACIGMAY BEREMOVABLE ATNOWSTAOONGLOCATIONS. USE 13i4:sicr. REMOVABLE MOM SUCH AS POWERS CALK IN ANaiDRs. Is. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADETM OFFICE, PATENT No. 5,755270. 1.250' 98. 400 .050" FLAT END SLAT 7 SCALE: HALF SIZE a CA E s� W �^V •V w 1f�Y L� M N 0� N V �• Y Y i o® Y O d tia� .v'= C>�= J:.i Fw- Q M�LJ Q` _ W c�o•o �m LL V L LuNt• N Lu �OMCu cZ � Y sU vim � N J W ®0 h�M Q ,- H; � 2 w N ��meOD d O Z. fY v'mv o; O U z a ag _ C U o � CIE J rn :3 O 00 0 0@ z ,o o, O Ln i ul �g m s N � L 4J a i; O o ti M 00 y O N ` O I>c V Ln V J. Knezevich Pmfessiomv.wfeer FL Lianss. b4pf0OIQ983 Mf Y112Y 2008 drawn - X* ARV, AS NOTED d"e 09/14/2005 dn.my "o. 08-159 sheet I of 7 50 4E-7/16' O.D. > 43' LONG NYLON nm R1141TW,' T7a #10 x 2" SMS. MANUFACTURED FROM #410Hi OR 18$ STAINLESS W/ XYLAN 5200 FUJORDCAfttBOf'1 STEEL W/ XYUW SZ00 FLUOROCARBON COATING & .460'0 x .050' THIIX 300 SERIES STAINLESS STEEL WASHER (TYP. TQP &BOTTOM) -7 3/8' O.D. x 0.90" LONG NYLON wffoM BUSHING 12a x 3' SMS. MANUFACTURED COATING & .460'0 x .050' THICK 3( SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING &ROLLER/ BUSHING ASSEMBLY SCALE: HALF SLE 3/4' MIN. 1-1/2' MAX. aV11 TMIT (SEE GENERAL NOTE 10) TYPICAL ELEVATION N.TS. 4 & SO OPTIONAL 0 HOLE FROM JOINT BETWEEN DRILL BOTTOM OF EXTRUSION® REMOVABLE AND BEFORE ASSEMBLY FOR FIXED SILL TRUSS HEAD BOLT (TYPJ REMOVABLE FLOOR TRACK DETAIL SCALE: r= V- 0' (TYP-) S MAN VIEW 1`xl'zl/8" ALUM. ANGLE W/ 3/16"0 POP RIVETS @ 6" O.C. MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM IHANDLE NSIDE. WHEN MOUNTED SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 7 TYPICAL PLAN VIEW SCALE. r = il-T ASSEMBLY PTIONAL ACCESS HOLE NG STRUCTURE SHEET 3 SEE SECTION 8 ON FOR COMPLETE INFORM CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION S FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING GLASS - mPa 6-1/2' USED WITH PIECES 9a AND �i0 LOCKING PIN 3/4" MIN. SEE FASTENER SCHEDULE 7�� 1-1/2" MAX. I I I I ["x 1' z 1/8" )/16"0 POP -14r JOINT BETWEEN REMOVABLE AND FIXED SILL SUKR.E ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2-1/4' INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.rs SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER L000 MAY BE INSTALLED ON 21/4' INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK H.T.S. MAN VIEW OPTIONAL REMOVABLE FLOOR TRACK DETAIL mPa OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING STRUCTURE SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION T MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM INSIDE HANDLE WHEN MOUNTED SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER OPTIONAL PLAN VIEW SCALE: r = I'0' NYLON HANDLE �I (DOES NOT RE9LKE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE KTS. NYLON HANDLE I I (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.TS. PRODUCT R-Evos—w as complym yl-th the 'F�gr a said:'ig cme Aesep.a^re fio O _ 22 . v �Ex, p3- liar Date o 0 0 / Z 7 Pc3amiDa rt$actcn;i�3 �31Y:SIQa FASTENER @ 24' O.C. SEE ANCHOR SCHEDULE R ANY ACCEPTABLE ANCHOR). EXISTING GLASS - 6-1/Z" U Z a 0. F ij LY W C% .0 0 u Lu M -ON Yj- f-' AO V H V -• N O Y '� r Ln y .� o Y Q v r W aia� cn �� ENE �w U C v ~ v W. y C `vo �r co V m rC) N�• u u�w o O OoMO cZ N W U $" >w U W o�" u 00 w trh = pip U W a Z 3wvo O .n o o u rn`oN 0 0 L) = Q n ao Q 0 o Z c� � zy � a � J y Q 3 "� 0 o om aU8 o = 3 A VT Knezevich WyC' al En99�� FL License No.:FE'00 L3 MA'lf 2312008 -ATZTi�AS NOTED drt` 09/14/1005 dw..iag na. 08-159 sheet 2 Of 7 C: 11 x 17, 1:1, m I'D EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE SEE ANCHOR SCHEDULE, TYP. C2 CIDNNECTION TYPE SCHEDULE FOR MAX ROLLER ASSEMBLY 12 _ L TYP. EVERY OTHER NN GSEE TABLE 2 {( OR DOOR I• EMB. S "— C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8' MAX. EXISTING CONCRETE, MASONRY { OR WOOD STRUCTURE SEE ANCHOR SCHEDULE, TYP. j C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. i SPACING BUT DO N07 j EXCEED 6" SPACING i .11 ONTO I1 COP � 1 1 1/2' 112" _ 11 ONT. TM014-20 MACHINE BOLTS W/ NUT OR # 14 TEK SCREW @ 12' O.C. (TYP., TOP & BOTTOM) f SEE TABLE 2 t R o- l 9-3/16' MAX i ALT. ANGLE LEG DIRECTION. ANGLE LEG Y = BEFROM DONE ANGLE OR FROM i BOTH ANGLES (TYP.). r Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING BUT DO NOT o EXCEED 6" SPACING F = I 11 ONT. 1/2" u'CONT. (,,)CONT EMBED. 5/8' MAX NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. BUILD -OUT MOUNT SECTION E SCALE: 3" = I'-0" SEE TABLE 2 3/16.0 POP RIVET OR #12 TEK SCREW @ 6- O.C. (TYP.) — O&O ASSEMBLY — 1"xI"x18" ALUM. ANGLE W/ 3/16"0 POP I RIVETS @ 6" O.C. }- EXISTING CONCRETE, MASONRY POSTING CONCRETE, MASONRY v OR WOOD STRUCTURE SEE OR WOOD STRUCTURE SEE ANCHOR SCHEDULE, TYP. ANO10R SOiEDULE, TYP. TT" /8' MAX m 4 CONNECTION TYPE REFERENCE ANO EDIRE FR OR MAX CPACING EDGE DIST. W P5 w g� 6. O.0 (TYP.) t-4J4" MAX. I ; PTIONAL FASTENER I$1 LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER CS CONNECTION TYPE 1 ANCHOR 1/4' OFF CENTER REFERENCE ANCHOR 5 CONNECTION TYPE SCHEDULE FOR MAX. 1 2" REFERENCE ANCHOR SPACING SCHEDULE FOR MAX EDGE DIST, SPACING \CEILING / INMOUNTSECTION ° SCALE 3" =1'-0" -2@1Z ONCEBOLTT NNUTT TOP (TYP., & BOTTOM) ROLrTYPLER ASSEMBLY 12 W C+ EVERYOTHER Wo O 1/4" MAX. W z-' kjj yen sn 3?_ q��5 OR DOOR =ZZ NQ O J <cl f x f� P— 1/4" MAX — EXISTING CONOIETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2a TYP. TOP & BOTTOM IJ4"MAX. SEE TABLE 2 z d m Ln 2-7 8"LLKn >� MAX tn i 41/4' MAX. _ FRaEFERENCE CONNECTION TYPE ANOIOR 3- HEDULE FOR MAX SPACING 5/8" MAX F BUILD -OUT MOUNT SECTION SCALE. 3" =1'-0" 159-03.dwg, 5/23/2008 9:02:01 PM, 11 x 17, 1:1, MiDisparate.com ODNT. - FOR LARGER SPANS TWO 2' x 5' AL ANGLES SCHEDULE I TYPE C) C2 CONNECTION TYI REFERENCE ANCHOR CIL CONNECTION TYPE - SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DONUT SCHEDULE FOR MAX. EXCEED 8-1/2' SPACIN SS 14-20 MACHINE BOLT WI LIT @ 12' O.0 (TYP., T6P SEE TABLE 2 & BOTTOM C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING M8. 11 CONT. -FOR LARGER SPANS TWO 2" x S" AL ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX. BUILD -OUT MOUNT SECTION SCALE: 3" = I'-0" /2" 3• 2" 11/2' 1-112" EXISTING WOOD R .C. OR OR @ 24" MA EXISTING WOO STUCCO FINISH MATERL III II I 1/2' MAX #14 SMS @ 24" O.C. MAX. IN BETWEEN TRUSSES SEE TABLE 2 EMBED- E. WCIURE. SEE RULE, TYP. 2' x .050' ALUM. TUBE TOP & BOTTOM 1/4" MAX AX. '4 1 1/4- MAX: 3 EMS"C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8-1/2" SPACING 5/8" MAX. /BUILD -OUT MOUNT SECTION SCALE: 3" = 1'-0" 4" x 1/8' 6063-T6 ALUM. CONTINUOUS PLATE W/ THREE I/4.0 WOOD LAG SCREWS WITH 2-3/4" o MINIMUM THREADED t7 PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, a 24 O.C. MAX WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS 1/4" 4—MAX. s%n PRODUCT P EWSEF3 2s compel r.g vvkh I!ae Montle iBuMling 1J4' MAX Cade 16 . E4rs.pls�^ej 7-7"01 Fa�i;atse� D2Se o o ! 2 C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. Sr SPACING flee! ^s .`�, eEdid Conw. RUING CONCRETE,MASONRY/ i OR WOOD STRUCTURE SEE 1 E . ANCHOR SCHEDULE, TYP. J ,/\WOOD SOFFIT / FLOOR MOUNT SECTION SCALE: 3" =1'-0" MIS o Lj�:. Z c' E~ r W •M u r NNE �Q' MQ> u W MO N .s 0"4 v v c �l V -- • Ic 0 Y = N O L LLDY q VI O at W _ti O. _. v= �U E �w �� �F; W• CAvo �? m ~V =1.._LLV LQ I r — ~ W C ,n , y v1 0 CD c Z >w vf�� rJ WC,®o r� N N rN L F-3 v2 w u ?dc W lA ^no�ovOO rn z O n 2 q 0 oo.ornh W m > a O 0 U �B cQ O 0 G O 4 � oa- z o > zq a J Q 3 •b 0 CD 11 o m �w = 3 c T cg o N to u O c 00 O 'w O s � a> �8 u V J. Knezevich P"derimal Engineer FL license No.:IE16109E3 Nf'Y 212008 d n by soak AS NOTED doe 09/14/2005 do kV — 08-159 sheet 3 of 7 r • i EASTING SIRRUC LIRE CTWO -IN w_ /3-1/4•C N.EMBED. oNc WITH 4-1a MIN. g" EDGE DLSf. OR FOUR 1/4"0 ELCO CRETE r� @ 3' O G_W11-3/4' EMBEDMENT & 2-1L7E EDGE DIST. IN EACH ANGLE i I i TWO 3 f 'O POWERS CALK-1 9, 3-3/4 O.C. W/ 1 1/4 M[N. EMBED. IN 3 KSI LONG WITH 4 1/2 MW. EDGE W. OR FOUR 1/4 0 ELCO CRETE-FLEX 0 3" O.G_W/ 1-3/4' EMBEDMENT &2-12" EDGE DIST.IN EACH ANGLE -E Mw.-" Sir MAX. 2'x3'x1/4" 6063-T6 ALUM. ANGLE r DETAILS9* �} THREE 1(4"0 THRU BOLTS I 'Tw =/, Tf LEG 2 (MAX DESIGN LOAD-72 PSF) TOP SUPPORT BEAM DETAIL H SCALE: 3" = I'-0" TABLE 2 6ZFK Tf 6063 T1ALUM. ANGLE THREE-1/4-0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOADt72 PSF) BOTTOM SUPPORT BEAM DETAIL I SCALE: 3" = V-01 ALUM. BEAM SOW FOREE BEAM SCHEDULE BEAM DESCRIPTION & MAX HORIZONTAL SPANS) -1/4-20 S.S. MACHINE SCREW & NUT @ 12' O.C. USE THRU BOLT OR ACCESS HOLE AS 'ztj -WWS ww w m.T„ =0 � ZZ w=oSva f �V DRILL 7/16'0 HOLE DRILL 5/16'0 HOLE LIT 3.75' 8 8 S L5'r 1.12' 1.88' 1.88' I.IY 1. 6.00' ANGLE DETAIL USING 3 8"0 CALK -IN ANCHOR DRILL 5116.0 HOLE 1.00, 3A0" 3.00' 3.00' 1.00, 8 S S 1.50' 2.50' 3.00' 3.00" 2.50' 3. ' 11.00' ANGLE DETAIL USING 1 4"0 CRETE-FLEX ANCHOR V2 SCALE: 3' = 1'-0' z ,6�1 �w, On'S¢ t=JI �r2f f -3116.0 POP RIVET OR #12 TEK SCREW @6'O.G AL BEAM (51 BEAM SCHEDULE ABOVE FOR BEAM DESCRIFTICNH & MAX HORIZONTAL SPANS) C — 1/420 S.S. MACHINE SCREW & NUT @ 12' O.G PROVIDE 1"0 ACCESS HOLE IN BOTTOM OF BEAM OR USE 1THRU T AS SHOWN IN DETAIL HH ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION D SHUTTER SPAN BEAM SPAN 2" x 5" Tw = .125' Tf = .125" 2" x 8' 14'-0" 8'-0" 11'-6" Tw = .072" Tf = .224 10'-4' 2" x T 15'-5" 8'-0" 12'-5" Tw = .072" Tf = .224" 1/2' G SEE TABLE 2- �OR 3/16'0 POP RIVET OR # 12 TEK SCREW @ 6.O.C. (TYP.) — �O_ -REfCEAN� OR EEDUIE FOR MAX NOTE: I. USE DETAILS H J . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM 4OF SUPPORT TO � OF SUPPORT. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDUL1y TYP. -7 6' SCHEDULE FOR MAX " C C — SPACING �1/4-20 SS. MACHINE SCREW & NUT _ \ FOR WOOD PLATE USE 114-0 L CEILING /INSIDE MOUNT SECTION EMBED@ 12" O.C.PROVIDE 1.0 ACCESS EMBED. S.S. LAG SCREW W/ 1-3/4' SCALE: 3" = V-W HOLE 0 BACK SIDE FOR FASTENING PENETRATION INTO WOOD l / PLATE @ 12" O.G PLYWOOD D I I l - TWO 1/4'0 55. LAG SCREW @ I L—TWO 1/4'0 S.S. LAG SCREW STUCCO FINISH }I 24' O.0 MAX W/ 1-314" PENTR. PLYWOOD AND, 0 24' O.G MAX W/ 1-314" IN CENTER OF STUDS STUCCO FINISH \ STUDS PENETRATION IN CENTER OF 5/8' MAX L1' x 3" x 1/8" OR 5/8' MAX 1' x 4` x 118' �---2" x 6' P.T. 6063 T6 ALUM. TUBE WOOD PLATE (MAX. DESIGN LOAD-72 PST) (MAX. DESIGN LOAD-72 PSF) WALL MOUNT SECTION USING ALUMINUM TUBE K WALL MOUNT SECTION -USING 2" x 6" P.T. WOOD PLATE I SCALE: 3" = 1'-0" SCALE: 3" =1'-0" 5/8' MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING F MAX FRO-nuc %'r3S-rT� SS coslspfj so ;Y;1!Ji t13Z =iid8 Eld LvR Cade Acov,,rcerip o 8 -O' ZZ.O Gap -7?i-a( an 0 EA,41V� %t and CCasfM I3ivisisle f V .�J Z ch W` "CC l 'n w I M l tk N N M 'DOC w V 9A ,A z Ot�OY md?a� ^= tj U C/1 oN E "H � UJ vv� o I ►x C 11? a o V_vLLr �m SNr. w O C C) M N OM Z C Y 5r w N 3�3 U v1 � N J WC) q, ® o r4� o rveT u u- 2 W h �4 z o tivm� o �O U = O u � O U z ct; a � zy � a J ti c o m 0 0� r Z ,0 O� T Q O s` z N ' _` O O 00 d1 s O 4, # as � VT Knezevich Professional Engineer FL License No.: 6�Fo 0983 Mp 23 2008 dsav AR AS NOTED d1fe 09/14/2005 dra,AV no. 08-159 sheet 4 of 7 C:\Work\KnezevichWsociations\Hi-Tech\Atrium\08-159\RO-sub\08-159-04.dwg, 5/23/2008 9:02:06 PM, 11 x 17, 1:1, MiDisparate.com cT 2' MIN. ENER @ 24' O.C. ANY ANCHOR IN OR SCHEDULE) / ,\A_LTERNATE CLOSURE DETAIL SCALE: 3" = V-W 2" MIN. 410 x 1/2' GALVANIZED SMS OR 3/16'0 ALUM. POP RIVET @ 18, O.C. -1' x 1' x .055" ; 1' x Y' x .055"; 2"x3'x.055'12-x4"x.055" OR 2' x 5" x .1'15" AL ANGLE ENER @ 24" O.0 ANY ANCHOR IN IOR SCHEDULE) 410 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET @ IB"O.0 -i' x 1" x .055' ; I" x 2" x .055"; 1" x 3" x .055' - 2" x 4" x .055" OR 2" x 5' x .05" AL ANGLE ALTERNATE CLOSURE DETAIL N SCALE: 3' =1'-0" 1" x 2' x 1/8" ALUM. ANGLE o 3 #10 TEK SCREWS OR 3 3/16'0 ALUM. 0 8 POP RIVETS (TYP.CHOR 2" x 2" x If B" o #10 TEK SCREW OR 3/16"0 ALUM. TUBE ALUM. POP RIVET @ 24" O.C. 6063-T6 ALLOY') TWO 1EACH A/4 0 FASTENERS LE AASTENERS 9 OR 9a SCHEDULE FOR ANSEE Y ACCEPTABLE ANCHOR) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE P CORNER CLOSURE DETAIL SCALE: 3' =1'-0' 2'x2'x.125" ALUM. ANGLE CONT. I/4-20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS EXISTING STRUCTURE HALF OF (S i USE MALE OR FEMALE AS REQUIRED ALTERNATE CORNER CLOSURE DETAIL Q SCALE 3" = I O TABLE 1 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A MOUNTING 031DITIONS CEPT J E F (FT - IN) TYPE �T� F O W/ SINGIEANGLE REQUIRED D MAX. B.O. (FT - IN) TYPE C DETAIDOUL C ANGLE AN REQLARID 3-3/4' MAX. B.O. (FT - IN) TYPE D DETAIL - 9-3/I6" MAX. B.O. (FT - IN) 30.0 13-1 12-4 13.1 12-7 3&0 13-1 11-0 13.1 11-2 40.0 12-11 10-8 12-5 10-11 48.0 12-4 9-9 10-4 10-0 52.0 12-I 9-4 9-7 9-7 56.0 11-11 9-0 9-0 9-3 61.5 11-7 8-7 8-7 8-10 63.3 11-6 8-6 8-6 8.8 66.8 10-I1 B-3 8.3 8-5 67.5 10-9 8-3 8-3 8-5 71.2 10.3 8-0 8-0 8-2 75.0 9-8 7-8 7-8 8-0 81.4 8-11 7-0 7-0 7-4 86.8 8-5 6-7 6-7 6-10 91.4 8-0 6-3 6-3 6.6 100.0 7-3 5-9 5-9 6-0 110.0 6-7 5-1 5-2 5-5 120.0 6-1 4-9 4-9 5-0 130.0 5-7 4-5 4-5 4-7 140.0 5-2 4-1 4-I 4-3 150.0 4-10 3-10 3-10 4-0 160.0 4-6 3-7 3-7 3-9 I70.0 4-3 1 3-4 1 3-4 1 3-6 NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062'THICK RECESSED SILL 3105-H32 OR 6063-T6 ALUM. � CYRETE) BELOW C:\Work�Knezevich\Associations\Hi-Tech\Atrium\08-159\RO-sub\08-159-05.dwg, 5/23/2006 9:02:11 PM, 11 x 17, 1:1, MiDisparate.com Z •a a `n o� f w� In I/4" MAX. STING STRUCTURE MIN. 3,000 PSI CONCRETE -CONCRETE FASTENER @ 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE ALT. FLOOR MOUNT SECTION R SCALE: 3' = 1'-0' . TABLE 2 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD(W) () ACTUAL SPAN (FT IN) MINIMUM SEPARATION FROM GLASS F R UUALLATTCN4S LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5-0 2-7/8 1-1/2 7-0 2-7/8 1-5/8 8-0 2-7/8 1-5/8 11- 0 3 2-1/8 L3-1 3-3/4 2-3/4 40.0 S - 0 2-7/8 1-1/2 7-0 2-7/8 1-5/8 8-0 2-7/8 1-5/8 11- 0 3 2-1/4 12 -11 3-3/4 3 50.0 5-0 2-7/8 1-1/2 7-0 2-7/8 1 1-5/8 8 0 2-7/8 1-3/4 2 11/2 11- 0 3 12 2 3-3/4 3 5-0 7-0 60.0 8 0 2-7/8 1-1/2 2-7/6 1-S/8 1-3/4 2-7/8 I1-0 3 13/4 11- 8 3-3/4 3 5-0 2-7/8 1-1/2 7-0 2-7/8 1-5/8 70.0 8-0 2-7/8 1-7/8 9-6 3 2-1/4 10 - 4 3 2-5/8 5-0 2-7/8 1-1/2 7.0 2-7/8 1-3/4 80.0 8 - 0 2-7/8 1-7/8 11- 0 3-1/8 3-1/8 12 -1 4 4 5-0 2-7/8 1-1/2 7-0 2-7/8 1-3/4 90.0 8-0 2-7/8 2 11- 0 13/8 3-3/8 it - 6 3-7/8 4 5-0 2-7/8 1-1/2 7-0 2-7/8 1-3/4 100.0 8-0 2-7/8 2 9-0 3 2-3/4 10-3 3 3 Ptpo"W cTREVISED as com pLyir-g with the f b rv-,a Buidine Code Aecepwnce i1D 0 o ExI3=01, 0/7 By mirini Da- r-d Coatm U� co A� � 0 N j vva:ac V • Y x= N O O Wya� a= ENE �w W • Q u u Q►v`t� o= m V �LLy ro F••4 '^ C • > 'N w ►/ Oornc cZ W $Y Y >w ou J z0 O N�L 'c r F- w D �`].�n,ri� � z 3� ro^ O c u a ovN O ° v Q �o oo yyu � obi Z o; Z m J � Q 3 -c O O m o c Od r z400 = 3c Q, T tn 1a O su M -- z N C o 0 00 O �5 O N e O > N ®� U v a ut c� _ V j. Knezevich Professional, glff FL Lkense--f0983 Mo 23 2008 dawn ARV I AS NOTED eme 09/14/2005 08-159 Sheet 5 of 7 ANCHOR SCHEDULE FOR CONCRETE MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 2" EDGE DISTANCE MIN. 3' EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS OP TO P.S.F. 51-8" 81-0" 91-0' 13'-1' S'-8" 8'-0" 91-T 13'-1' ANCHOR TYPE 1L MINIMUM MAX (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) ' (SEE NOTE 1) CONCRETE REQUIREMENTS (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) aE NOTE 3) NOTE 3) QE NOTE 3) NOTE 3) 1) C1 C2 C3 C4 C5 I Cl C2 C3 C4 I C5 Cl ' C2 C3 C4 CS CI CZ C3 C4 CS I Cl C2 C3 C4 C5 I Cl C2 101 C4 I C5 I Cl C2 C3 I C4 I CS Cl C2 C3 I C4 I CS 00- 45.0 12 12 12 12 7 12 12 12 8 5 12 j 12 12 7 4 10 5 S 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 tl 6 6 6 3 51.0 12 12 12 9 6 12 12 12 6 4 11 i 9 10 6 3 8 3 4 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 73.0 12 12 IZ 7 4 10 5 5 5 3 9 4 3 4 8 3 4 12 12 11 9 5 I1 6 6 6 4 10 4 4 5 3 9 3 3 S 3 I/40 [TW TAPOON W/ 1-1/4• MN. EMBEDMENT 105.0 10 5 5 5 3' 8 3 4 8! 3 4 8 3 4 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 (MILL 3,300 v.S.I. CCMICRETF) 170.0 8 3 4 8 3 4 8 3 4 8 3 4 9 3 3 5 3 9 3 3 S 3 9 3 3 5 3 9 3 3 5 3 45.0 12 12 12 12 9 I2 12 12 9 6 12 ' 12 12 8 6 12 9 9 5 4 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 E" S7.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 4 12 5 4 4 3 12 12 12 12 11 12 12 12 12 8 11 12 12 10 7 12 6 6 7 5 1/4.0 POWERS Cwc-N 73.0 12 12 12 8 S 12 9 9 5 4 12 ; 6 6 5 3 11 S 4 4 3 12 12 12 12 8 12 12 I1 9 6 12 8 8 6 S 12 6 6 7 5 W/ 7/8' EMBEDMENT B 1/4-20 STAINLESS 105.0 12 9 8 1 5 4 12 5 4 4 3 12 15 4 4 3 12 5 4 4 3 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5-' STEEL MACHINE SCREW 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 - S 4 4 3 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 (MIN. 3,000 P.S.I. CONCRETE) 1 1 1 1 12 6 6 7 5 45.0 12 12 12 10 6 11 12 11 7 4 12 i 12 12 6 4 8 4 4 4 12 12 12 12 7 12 12 12 1 9 5 12 12 12 8 4 9 5 5 5 3 57.0 12 12 12 8 5 10 10 10 5 3 9 7 8 5 3 6 3 12 12 12 LO 6 12 12 12 7 4 10 8 9 6 3 7 4 1/4-0 POWERS 73.0 11 1 11 11 6 3 8 4 4 4 7 3 3 4 6 3 12 ]2 12 7 4 9 5 5 5 3 8 3 3 4 7 4 ZAMAC NAIL- N Wt 1-1/8' 105.0 8 4 4 4 6 3 6 3 6 3 9 S 4 5 3 7 4 7 q 7 q MN. EMBEDMENT 170.0 6 3 6 3 6 3 6 3 7 4 7 4 7 4 7 4 (MIN.3,000 P-Sd. CONCRETE) 1 �c 45.0 )2 12 12 12 11 12 I2 12 12 7 12 12 12 11 6 12 8 7 7 4 12 12 12 12 12 12 12 12 12 8 12 12 7 12 8 8 8 5 * 57.0 12 12 11 12 8 IZ 12 12 9 b 12 i 12 12 8 5 11 4 4 6 3 12 12 12 12 9 12 12 12 I1 612 10 6 12 4 4 7 4 W126 1/4'0 ELCD MALE/ fB4ALE TAHEUMTP W/ 73.0 12 12 12 10 6 12 8 8 7 4 12 S . 5 6 4- 11 4 4 6 3 12 12 12 12 7 12 8 8 8 55 1 7 1 4 12 4 4 74 I-I/4 MN. EMBEDMENT & 1/4-20 MACHINE 105.0 12 7 7 7 4 11 4 4 6 3 I1 ; 4 4 6 3 .0 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 -4- -4-1-7-1-4- -4 -12-1-4- -4-1-7-1-4- SCREW WTTH NL1T (MM3,300 PS.L CONCRETE) 170.0 11 4 4 6 3 1 11 1 4 4 1 6 1 3 11 14 4 6 3 11 4 4 1 6 3 12 4 4 7 1 4 12 1 4 4 7 4 12 4 4 1 I 1 4 12 1 4 4 7 4 45.0 12 12 12 12 11 12 12 11 1 12 1 7 12 ! 12 12 11 7 12 8 8 7 4 11 12 12 12 12 12 12 11 12 9 12 12 12 12 8 12 LO 10 9 6 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 LO 6 12 8 8 7 4 12 ; 6 5 6 4 11 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 1/r 9lA TF1(TItON HIX-f, A TAFCCN/ HIX HEAD TAPOON 105.0 12 8 8 7 4 12 4 4 6 3 12 j 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 S 7 4 W/ 1-3/4-EMBED (MIN. 3,320 PS L CONCRETE) 170.0 12 4 4 6 3 12 4 4 6 3 12 j 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 .6 5 7 4 12 6 5 7 4 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 6 12 10 10 9 6 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 U4 W,f0+°fMTNEaE1c 730 12 12 11 10 6 12 8 8 7 4 12 i 6 5 6 4 EI 4 4 6 3 12 it 10 9 6 12 7 7 8 5 12 6 5 7EMBEDMENT105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 IZ 4 4 6 3 12 J121212 ld 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 (MTN.3,35o P.S.L ConcaETE) 170.0 12 4 4 b 3 12 4 4 6 3 12 44 6 3 !2 4 4 6 3 1212 . b 5 7 4 12 6 S 1 4 12 6 5 7 4 ANCHOR SCHEDULE FOR WOOD MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 3f 4" EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.SF. S-r 8-0" 9'-0" 13'd" ANCHOR TYPE MA)L (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE COINECTIONTYPE CONNECTIONTYPE CONNECTIQNTYPE NOTE 1) (SEE NOTE 3) CI CZ C3 I C4 C5 (SEE NOTE 3) CI C2 j ci c4 c5 (SEE NOTE 3) cl Q ' C3 C4 c5 (SEE NOTE 3) C1 a C3 u 1 Cs 45.0 12 12 1 12 9 7 12 12 12 6 5 12 12 12T43 12 9 9 3 3 57.0 12 12 12 7 S 12 12 12 S 3 12 12 12 12 S 4 3 114*0 WOOD LAG W/ 1-3/4- MIN. THREAD PENETRATION SHFM PARALLEL OR PERP. TGWOOD GRAIN 73.0 IZ 12 12 5 4 12 9 9 3 3 12 6 6 12 S 4 317 IOS.O a 8 3 3 12 5 4 3 1Z 5 4 3 12 S 4 3 170.0 4 i 3 12 15 4 3 12 5 i 4 3 12 S 4 3 SEE PAGE 7 FOR ANCHOR NOTES aS e" mpilli.,g i:,L6 ;"ie Flo:lda EsT)i.R Ccxls AcceP;sa.e,No - 07 Z 2 • p E, xpi_mlici: D2?e C O f Z O BY coahil- �1Y5514A 0'E :: �w( COO "o a s 6 u l M N of w v V c V - " Y L- = LLLOY .a l/1 O "uu v = ENul E �w v ~ � } 11��11 m U•,I-LL V L Q u= o N y V1 Oorn� xZ w N 3N s J W�00d ®O h � h F- ~ 3 V 2 W r b N � H4 h n � d < Z 3 ..a � " e O 6 U'vo^ O A c U = C) E O U = c� X zs I 0 0� o c© •; z w° ON O Vt T y1 cZ O -i N z < V1 0000 9� O y s O N N a. # cY � Tii 8 V 9; TTv) C � 1 V:J- Knezevich Pmfessforel Engineer FL LKense Na.: PJ^10983 Me 13 008 drawn ARV I AS NOTED date 09/14/2005 erawry �. 08-159 sheet 6 of 7 C: T 9:02:16 PM, 11 x 17, 1:1, f 1 w . I \1 m I ANCHOR SCHEDULE FOR HOLLOW CONCRETE BLOCK MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPARS • • 1 Z"IT• gvx• 1 I 1 1 1 •7 1 1 1 7 1 1 1 1 •i 1 i 1 I R L 1 I R L CORIECTION TYPE / • ■ C4 CsI �7 '1 R •4(SEE R L I R LC1 C&WECTION NOTE 3) I • I R I C4 1 L �1111111111111111111111111111111P> ®®®00000©©oo■o■©©©©■mmmoommm00000©©0000■m �mmm©©Q000®0®©©®��■■■mmm000000■0000■o■■© MEN ■©©©©®o■■■■oeMM■000000000■o■■o■o■■o■ II© OEM ■o■■NMo■■N■oe■■■0000■0mmumum■0■0■■0■ Ila■MMMoeMMMOMMa■o■M■M©M■oM©M■oMo■N©M©MM©■ >>/Z�� ®m©000000IN Unum©e■■■mmmumommoom00000■Mo■ :1: : 1 =mmm00000©MO MEMO ©■■■■mmm®0000000000■NM■o■ I I oo©©■©ON■N©MONO©■M■M000000MMONo■MOMMMMOM ..• 11ENNMN©MM■■oMM■Moe■N■oMMOMOM■oeo■MOMo■■o■ ®®©m00000©©0000■oommM mmm0000000000 ©©oo©o■ -le 0000©0000■oa©©MoeMMmmm00000©Mo©oo■oMMOM 114-0 POWERS ,'0000■©©■©■o■■M■o■M■■■oa©©o©©o■©■N©■oNN©M ZAKAC : ' ' ©M■©MaN■M■o■■■Moe■■M©©©©■oMM©Mo■N©■aNM©■ ::1: numminannnmuunm.®®©�©® I.i®®®oommm©©����■�■■©M®®®� °"°'°�° .... : mmm©©�®�©®oMM©M �mmm©®Coo©®o©©©M0■■©Mmmm000000Mo©©o■oMM©M ME Coo©■oNM©®oe■©■o■■©■0000■oMM®Mo■M©■oMM©M .. MEN OMN©■oMM©No■■UNmommu■MONONNnNOMN©EBEN©■ �I�Illlltllllllllltlt1111111= 'momm©mmmoommmo©o©©o■mmmmommmoo®mm0000000 �mmmungun©©0 M© EMOMMEmommom0000MEMON m o 7i�111111111111Ullllllllll0 ®MR MUSEUM ■0■■©■ oM■©■®©®NoU000n 9 HUMM■■E■ BE II©NM©M©MO©O©■■©NoeM©■oNMoeoMMOMoaMOMMMMo■ ®®mm©mmmMommonumummmmmmo®mmo©®® MIME ovo©© ®®©0000 gum 000©M©■M©M®®®m©®mmoom000©oM■o■ :1.• m 'mmo ©oN0■■©■©■■©■®®®000®o©©o©©o■o■No■ g©ooi�ir■o■©■■©M©■■©■000©©o■MOMo■■oao■Na■ fill ©MMo■oMM©■©■■oeo■N©MoeeoeaMMo■oe■oMOMMo■ ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLEI, PAGE S. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MA ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TD NEGAT[VE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER Tww OR CQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE HOLLOW B M OR WOOD FlW4[N F REFERENCE ANCHOR SCHEDULE FOR PR ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE SEE MOUNTING SECTION DETAILS FOR LOENTIFICATION OF CONNECTION TYPE 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE OLOSl1RE P[ECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' x 4' (MIN) W000 STUD. 3/4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING WOOD STUD SHALL BE 'SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1 jr ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN VEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.01(. 9. a DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION V ANCHOR SPACING SHALL NOT EXCEED 8-1/2-O.C. 12. FOR BUILD -OUT MOUNT SECTION ANCHOR SPACING SHALL NOT EXCEED 6.O.0 as comgly-ir- r"In f5e r�fm*dm BwjLag Code Acccumnev No Eag�-ar'-on RA?e o a 6 J2 8y Ilr Eli i8 iaS�u'Ci:r431rdi Division V1 �E'`�� 0 3U V W o r ENV 1C`1 m V Uj W M Q V m O u ' A Luc VI O V • " `_ 1^ Q vSoY rn� � C/) a �a^a MQ JU �C r ,- E yh7 W �IW• PV vQ �m o= v N t • V C'hm" Oom" H LLJ Ln W" x Z W �Y 3 3 ° U W �� ��n_ ®o WWII w r� m o` O z CO.1 Q ad ad 0 O V Z o9 ; J z ZQ y rn O O O m G a`p CA 0 o0 =Z m 9s 0 tq 0 O > N I - c g h cl� _ V J. Knezevich FL ilcense No - 1 U983 M Y 1 2008 do Ik A$ NOTED dae 09/14/2005 dn: 4.9 — 08-159 Sheet 7 0( 7 Tech \Atrium\08-159\RO-sub\08- 159-07.dwg, x 17, 1:1, i N