Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSRRI Permit Number: rr-- St. tube -County . Building &Zoning bepartment sCgv/q�® 2360 Virginia Avenue 8y Fort Pierce, FL 34982 �t LI Ci 772-462-1553 . �Duhty PP CATION FOR REPLACEMENT OF INDOWS, S YLIGHTS, SWING & SLIDING DOORS SEE REVERSESIDEFOR INS/TRUCTIONS/ DATE: LOCATION/SITE ADDRESS:2 �`� %%��✓h/ yPd 2. PARCEL ID NUMBER: f' ..L/r/ — &Vr/ SECT TWP n RNG MAP G LU / / INIT 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY• 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFORMATION 6: CONTRACTORS INFORMATION Name: FL REG/CERT #: Address: _ _ .,_ _ _ / _ �, 1 _ COUNTY CERT #: c6.0H3 Plum EagP�ce_ City: _ _d�%O / _ _ _ - State: Business Name: Phone: Zip: -3 3,1 Product Table 1606.2B ** 15' maximum height Minimum Design Pressur Design essures Manufacture Model Number Method of Attachment As per 1707.4.4.1 FBC 130 mph 0 m W' ylights E osurW 40.7 7. . 'Lrx osure C ** 1 57.1 Swing & Sliding Doors Exposure B I 38 44 Exposure C ** 53.2 Sealed calculations from an engineer can be submitted instead of minimum design pressures indicated above. Detail of Buck attachment must be submitted with this application. 7. VALUE OF CONSTRUCTION: $ g YNJ oy FEES DUE: RECEIPT: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is core nd that all wor it a done in complia ce with all applicable laws regulating construction and zo PIENT QUALIFIERS/OWNERS NAME SZNATLTREER STATE OF FLORIDA, COUNTY OF ST• La / ACKNOWLEDGED BEFORE ME DONALD M. HOLMAN aLC• , 20L, WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED '+R dill 1p�AN ';. Expires September 20, 2011 !}�-, y�7 ��•w- mNa� o /�I. r� �N F�{ ,,., sanded Thn, Troy F" In Lggr," S ag$7o19 SIGNATURE OF NOTARY TYPE OR PRINT NAME OF N PERMIT NUMBER: TITLE: NOTARY PUBLIC ' COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) -or Typed. This application for replacement of Windows, Skylights, Doors to be used for only those activities that are 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. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: LOCATION/SITE ADDRESS: .............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking'place: 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be instE.11ed. 5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the . building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. , All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 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 - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3540486 Ors -,OK 3251 PAGE 1543, Recorded 12/07/:_ ' at 08:45 AM NOTICE OF COMdIENCEMENT The undersigned hereby given notice that improvement will be made to terrain real property, and in accordance with Chapter 713, Florida Statue the following information is provided in the Notice of Commencement I. Drsctr nox OF PROPERTY (Legal description and street addres, if avaDabie) TAx FOLIO NuM ezR: e%!/,?,V _Sp r .6 / 7e - 0 0 SUBDIVISION-57, T.. _e. Pe ,.r RI.oaC 9 TRACT LOT 3 Bcnc uNrr -57'; Ta,.e,ea A.n/L /�/i(C 9 a1J 2 GENERAL DESCWnON of WROVEM&rt F / 3. OWxERWFORMATION: &Name b. Address 37aSr ST Macle.G R I r10•____ �, 9,ma� e Interest in pmperry d. Name and address of fee simple titleholder (d'ether them Owner) 4. cONTRACTowS NAME,ADDRESS AND PHONE NUMBER: _1e0.� ,S Mar/l-Rd- t� �o �/p•�rno r/ 9[, �1 77a �/64�7%OCJ S. SURETY'S NAM$ ADDRESS AND PHONE NUMI ER AND BOND AMOUNT: 6. LENDER'S NAM$ ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 7I3.13 (1) (a) %Florida Statutes: NAME, ADDRESS AND PHONE NUMBM- . S. In addition to himself or herself; Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NAME, ADDRESS AND PHONE NUMIDER: 7is -4ef q-%(oUU 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specked): _, 20_, Sign ire of Owner��/.SS/� Print Name and Provide Signatory's Title/OMce Owner's Authorize Offreer/Director/Partner/Manager State ofFlarida • County of SIt. Lucie The foregoing instrument was acknowledged before me this ; 44 day Of DXeffAlfg _, 2014 By &4ijr-fA �rpce �as o4/ivE2 For (name ofpetson) (type of auumnty,...e.g, officer, trustee, attorney in fact) (name of party on behalf of whom instrument was executed) —Personally known or ✓produced the following type of identification: �a Iv�t •! !we EevJC lit•.: r:i �'ir ,,,,,, .,,,, DONALD M. HOMIN D (�S�ig�nature atNotary Public)r Cammisslon D3S98 �teAwIP' nwr�Ilm.BoMiojB — MS ber 2011 Under Penalties of pedi I deem em Ime ToRgo facts in it are true to the best of my knowledge and belief (Section 92.525, Florida Statutes). Signature(an) ofow,ne4r(s) or Owaer(s)' Authorized Omeed Dlreettoor//Parmer/Manager whwh signed above: By �C �%.ir7, c . BY�11li�.IS U ,77 Rcv,08-09-07 (S.aeeanling) STATE OF FLORIDA RT. LUCIL COUNTY .._,.SAIL? IQ n THIS TRU ORIi By: DR 1 � i JOSEPH E_ SMITI•. %,ERK OF THE CIRCUIT COURT — SAINT LUCID UNTY FILE # 3540231 OR BOOK 3251 PAGE 870, Recorded 12/06/2010 at 12:04 PM Doc Tax: $286.30 This Instrument Prepared by and Retum to: Anchor Land Title, Inc. 710 SW Port St. Lucie Blvd., Suite A Port St. Lucie, FL 34953 (772) 621-825'�1 Lawana M. Brown, CLC 10 2801 THIS WARRANTY-ftEff, made and executed t�f day of November, 2010 by Marjan, Inc., a Florida Corporation whose post office address is: 7905 Belmout Avenue, Fort Pierce, FL 34951, herein called the grantor, to Malissa Yalonda Justice whose post office address is 4043 Plumbago Place, Lake Worth, FL 33462, hereinafter called the Grantee: MWemw used kemn the tenet gma1W amd "gnmtee• raehde ap the pares to this instmmeN and the heirs• regal repncscatatives and assigns of individaak and the sweettersand ank m ofcamomdoW W I ES T H: t the r end ' onsid tioa of the sum of DDI 0'S IO.OD) D ilaa> and other valuab boas, t w aeo beret wledg b y gran ins, lls, ali s, releases, conveys end unto the t a that attain land si to St. Lu ie C unty, Stat of lorida, viz: The o 35 feet of Lot d the Sou 4 feel of of 4, oak 9, S d PARK SUBD ON, according to the lat thereo as aeon ed k 5, at Pag 58, of the Public Record of Lucie C , orl . Subject to eas ons, and ries record an year 2009 an TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in he simple forever. AND, the grantor hereby covenants with said grantee that the grantors are lawfully seized of said land in fee simple; that the grantots have good and lawful authority to sell and convey said hard, and hereby warmat the title to said land and will defend the same against the lawful claims of all parties whomsoever, and that said land is flee of all encumbrances, except taxes accruing subsequent to December 31, 2010. FC7MT �11'1 P T OP ff 31 VisiblyBetter- 1070 Technology Drive Nokomis, FL 34275 October 30, 2008 Referer To Whom It May Concern: Rail NOA 06-0706.04 Toll Free Phone 800.282.6019 Local Phone 941.480.1600 Engineering Fax 941.488.3196 The above -referenced Miami -Dade County Notice of Acceptance meets the requirements of the Florida Building Code 2007 edition, section 1714.5.2.1 (TAS 202 protocol). Sincerely, Rob rt L. Clark; P.JE-.-#39712--'- PGT Code Compliance MIAM mma BURDING CM CORD' UNCE OMCE (BCCO) PRODUCT CONTROL DIVISION ANCE PGT Industries P.O. Boa m Nokomis FL 34274 MIAAH DARE COUNTY, FIARIDA IMMO-DARE H AMER BLIMMG 140W=FLAGLER STREET, SUITE 1603 WAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2909 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Maim Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Ildiami Dade County and other areas where allowed by the AW%ority Having Jurisdiction (AST). This NOA shall not be valid alter the expiration date stated below. The Miami -Dade County Product Control Division (in 1Vliami Dade County) and/or the AM (in areas other than Maim 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 revolve, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this accepm=6 iif it is detem&zd by Nami Dade County Product Cm ttd 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 Flonda Building Code, including the High "SH-4000" Aluminum Sin& Hung Window APPROVAL DOCUMENT: Dtawmg a tun. single Hung window wl STD. MTG. Rail", sheets 1 through 7 of 7, preparsed, signed and sealed by Robert L.Clark, P.B., elated 12/15/04 with revision "T", on tK7tM06, bearing the fdmidDade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miiami Dade County Product Control Division. ML mE IMPACT RATING: Nome LABELING: Each unit shall bear a permanent label with the nmanufacttuer"s name or logo, city, state and following statement_ "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered alter a renewal application has been filed and there has been no change in the appficable building code negatively affecting the performance of this product. TIMMINATION of this :NOA will occur after the expiration date or if there has been a revision or change m the materials, use, arxiks rnanufactMe of the product or process. lAisusa of this NOA as an endorserznt of any product, for sales, advertising or any other purposes &bad automatically wzmmate this NOA Fautu+e to comply with any section of this NOA shall be cause for termination and removal of NOA_ ADVmns NT: The NOA number preceded by the words mmmi 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. I SPECTIi ON; A copy of this enure NOA shah be provided to the user by tlice manufacturer of its distributors aid shag be available for lrspection at the job site at the request of the Building tiff ew. Tins NOA revises NOA # 05-0104,05 and, consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jae D. Gascon, Pam, NOA No 06-0706.04 Esph adan Date: September 30, 2011 Approval Date: October 19,206 Page I PGT Industries NOTICE OF ACCMANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawin ons. 2. Drawing No 2736, ' "Series "Alum. Single Hung Win W/S� . MTG. Rail"Sheets 1 dwou of 9, m�i y man ated 12/ith revision "D", on 1 5/04 ed and sealed by Robert L. Clark, B. TESTS 1. T t onl) Uniform Static Air Pressure Test, Loading per FBC, 2-94 o with marked -up drawings and installation diagram of aluminum si a ung ndow, prepared by Fenestration Testing Laboratory, Inc., Test Report Ai L- signed and sear by Joseph C. Chan, P.L. "Submitted under NOA # 058-0104.05" Test reports on 1) Air Infiltration Test, per FBC, TAS 202--94 r 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 / 3) Water Resistance Test, per FBC, TAS 202-94 j' 4) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202-94 along with marked up drawings and installation diagram of aluminum single h windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 2959, 2960, 2961, 2962, 2963 and 2964 dated various, signed and sealed by Ant Acevedo, P.E. "Subs dated under NOA # 058-0104.05" 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 20294 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 2 -9 3) Watea Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202-9 along with marked --up drawings and installation diagram of aluminum sin gl hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report o. FTL 4179 dated April 07, 2004, signed and sealed by Edmundo J. Largaesp , P.E. "Submi ted under NOA # 058-0104.05" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FB TAS 91 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1(b) and AS 294 along with marked -up drawings and installation diagram of single hung windows, prepared by Fenestration Testing laboratory, Inc., es eport No. 79 dated I IU04104, signed and sealed by Edmundo J. ado, P.E JaimeD. G P.E. Chief, Product Control Division NOA No 06-070&04 Expiration Date: September 30, 2011 Approval Date; October 19, 2006 E-1 PGT industries NO�p' ACCEVrANCE: EVIDENCE C. CALCULATIONS I. Revised Anchor Caictilations, ASIM E 13W-02, and structural analysis, prepared by POT'Industries, dated 09IM106, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE I. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial, dated May 11, 2001, signed by Robert I.. Clark, P.E. 'Submitted under NOA # 04-0714.06" 2. Laboratory compliance statement as part of test reports for Test Report no. rrL-2959, 2960y 29614 296X 2963 and 2964, issued by Fenestration Testing Laboratory, Inc., signed and sealed by sighed and sealed by Antonio Acevedo, PX. " Submitted under NOA # 04-0714,0611 G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code "C). 2. Notice of Acceptance No. 05-0104.05, issued to PGT Industries, Series SH4000 Aluminum Single Hung Window, approved on 03t24l05, and expiring on 09130105. J D. Gaston, �. Product Control Division NOA No 06.0706.04 Eg*ation Date: September 30, M1 Approval Date: Odober 19, 2006 E-2 GENERAL NOTES: NON -IMPACT WINDOW t, GLAZING OPTIONS: A.118' ANNEALED GLASS 8.1J8' TEMPERED GLASS C. SAW ANNEALED GLASS 0.114' ANNUI ED GLASS E. 3118' TEMPERED GLASS F. V4' TEMPERED GLASS G.1I2' Le GLASS CONSISTING OF (2) LITE$ OF I& ANNEALED GLASS WITH A 114'ALI SPACE BETWEEN, H. lir 1.0, GLASS CONSISTING CF,(1) LITE OF 311a' ANNEALED GLASS AND (1)LITE OF 1IS'ANNEA1E0 GLASS WITH ASM'AIR SPACE BETWEEN. 1. 1GP LG. GLASS CONSISTING OF MLITES OF IW TEMPERED GLAS8 WITH A TI4-m SPACEBETWEEN: I. tl2' Le. GLASS CONSISTING OF (1) LITE OF Will' TEMPERED GLASS AND (1)LITE OF 1lr TEMPERED GLASS WITH A 3118' AIR SPACE BETWEEN, Z CONFIGURATION: Ut a 3. DESIGN PRESSURE& (SEE TABLE 1, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSUAM AND GLASS ® TABLES ASTM E 1130"2. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13OD,02. C. OES7GN PRE$SUAES LESS THAN 40 POF ARE NOT APPLICABLE IN MUAa -OADE COUNTY. 4. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 0 AND T. THE 33 Ira STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 3 SHUTTERS ARE REQUIRED WHERE MTPACTASSISTANCE 18 REQUIRED RED. SHUTTERS MUST BE MIAMI.DADE COUNTYAPPROVEO FOR INSTALLATION IN MIAM14me COUNTY. $. SEALANTS: FRAME CORNERS, FIXED MEETING RAIL SEAMS AND VENT CORNERS SEALED WITH CLEAR COLORED SEALANT. T, REFERENCES: TEST REPORTS FTL,2959 PTL,R950, FT asi, FTL.2953. FTL41W, PTL-417A AND FTL-4a?S. ELCO TE(TRON NOA:O4 0M01, 03-=5.05 ANSVAF4PANDS•200I FOR WOOD CONSTRUCTION ADM-20%ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2001 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HYHZ). P.O.9Q% 1520 NOKOM Velum 118' MAX. WIDTI1 -------^ - i OUTSIDE ELEVATION &ww I NTS I I W 7 1 2736 NOA DRAWING MAP SHEET GENERAL NOTES .........— I ELEVATIONS......,........... I GLAZING OETAIL3., ..` . Z DESIGN PRESBURES....... 3 VERT. SECTIONS---, 4 HORIZ, SECTIONS.,.......,_ 4 PART$ LIST ....................... 6 EXTRUSIONS .. ................ 5 OV4MRAAQE................ 8-7 GT/ � a.G L. "P.E. PE ATNT12 at��l 311e• ANNEALED OR TEMPERED GLASS 1/8" GLAZING DETAIL 3/16" GLAZING DETAIL (ORIGINAL DESIGN) (ORIGINAL DESIGN) 12' NOM. IAP ANNEALED OR TEMPERED GLASS ffOR -[__r 1fa'AIRSPACE A114" ANNEALED OR TEMPERED GLASS nQR rJ2W I WANNEALEDOR '5R L4 TEMPERED CLASS r-.r. 25 19 1/4" GLAZING DETAIL (ORIGINAL DESIGN) 1!2' NOM. V16' ANNEALED OA TEMPERED GLASS 3i1S' AIR SPACE 118• ANNEALED OR TEMPERED GLASS t ate mlN. 30 s,30 31 F7 F7131 t 19 1/2" I.G. GLAZING DETAIL 1/2" I.G. GLAZING DETAIL P.O, BQ% 162E ALUM TNB06g9. FL 3471 Vlribo Arrtrr srntoao 10 WfNDOW. S7Q. M7 2 d 7 w.wMnea�3s .yrrr�Y COMPARATIVE ANALYSIS: TABLE 1. SS TYPES: WINDOW GLASS WINDOW HEIGHT A It8" ANNEAL FTL-2961, 2903 WIaRI TYPE 26" 38 318" 50 SJB" 63" 7V' B. Il8" TEMP FTI.-N61, 2063 A *56.7 90.0 +W.7 40.0 +68,7 •90.0 + -71,0 +43.8 43.8 C.311 FTL-2960 191/8" B,E,F *66.7 -90.0 +66.7 •90.0 +56.7 -90.0 +66.7 30.0 +68.7 73.0 " D. i/4" ANNEALED FTL-2960 C.O,G,KI.J +58,7 -00.0 +66.7 90.0 +50.7 90.0 +56.7 -88.0 +56.7 -0.4 E. 3118" TEMPERED FTL-n69, 4179, 437 A +58.7 -9010 +5&7 .90.0 +58,7 r90.0 +58,7 -63 6 +38,2 -382 * F. 1I4" TEMPERED PTL-2959, 4179, 4370 2,r B,E,F +66.7 490.0 +50.7 40.0 +56.7 90.0 +38 7 •84,8 t58 7 -W.fi 0, lir I.G. (118"A, 1l4" AIR 3P�`.F, U8"A) FTl. if - - C,D,G,H,I,J +66.7 -80.0 +50.7 -90.0 +56.7 -90.0 +58.7 77.1 +66.7 -67.9 * H. 1Ix" I.O. (3/1G'A, 31t8" AiR $PACE, 1/8 A) FTL3 A 1.56.7 90.0 +5817 -90,0 +58.7 9010 +66.7 -61.8 +30.3 46.3 * i. 1/2' I.O. (176'T, 11C AIRSPACE, II8"T) FTL3654 26112" B,E,F +56.7 •90,0 +50.7 .90.0 +66.7 -90.0 +56,7 -82.1 +56.7 .80,5 J. 02" I.G. (3H6"T, 3116" AIR SPACA 118-T) FTL3654 C,D,G.H,I,J +58.7 -no +56.7 -90.0 +W.7 •90.0 1 +50.7 •74.6 +55.0 -5g,0 " UPGRADE FROM GLASS TYPE TESTED A +66.7 -90.0 +50.7 45,5 +58,7 77.0 +68.7 -80.0 +33.8 -no 32" 9,E,F +58.7 -90.0 +58.7 -00.0 +66.7 -90.0 +50.7 -80.0 +66.4 -550.4 C,D,G,H,I,J +56.7 90.0 +58,7 1 -90.0 +58.7 •90.0 +56.7 -72.8 +51.3 -61.3 A +58.7 -90.0 +58.7 -7$,5 +56.7 -6569 +56.7 a.2 +33.0 -33.0 37" B.E,F + 0 + +56.7 .90.0 +58.7 .80.0 +55.0 •65.0 %D,G.H,I,J +56.7 -90.0 +50.7 -90.0 +58,7 1 •90.0 +55.7 1 72.8 +50.0 1 -60.0 A +56.7 -90.0 +58.7 -68.5 +56.7 -59.3 +48.0 48.0 +33,0 43.0 40" B,FF +50.7 -90.0 +56.7 40.0 +50.7 -N.0 +50.7 -80.0 +55.0 -550 C,D,G,H,I,J +56.7 -90.0 +56.7 -00.0 +58,7 -90.0 +56.7 -72.8 +50.0 -50.0 A +56.7 -57.6 +56.7 -60.3 +51.7 -51,7 +48.0 •48.0 +33.0 -33.0 44" B,E.F +56.7 -90.0 *6&7 -90.0 +56.7 -89.9 1 +56.7 1 -86,0 +55.0 „65.0 C.D,G,H,I,J +56,7 90.0 +56.7 -90.0 +56.7 -81.7 +66.7 72.8 +60.0 .50.0 i wb oft- w A +66.7 .79 9 +66.7 -6817 +46.3 46,3 +42.1 42.1 +310 33.0 a, B,E,F +56,7 90.0 +66.7 -0010 +56.7 -70.7 +56.7 -70.2 +66.0 -55.0 DhMn C,D,G,H,I,J +55.7 -90.0 +56.7 48.0 +58.7 72,5 +66.7 -63.6 +5Q,0 -50.0 A +56.7 -70.8 51,2 -51.2 +39.9 -30.9 +38. -38.3 +33.0 .33.0 83118" B,E,F +50,7 -67.0 +58.7 .0 +66.7 -49.6 +56.7 -60.8 +55.0 -65.0 C.D.G.H,I,J +56.T -87.0 +NJ .77.6 +58.7 83,3 +55. -55.1 +60.0 -M.0 FK 08UG+aB ftlmll F uPBRAOETAB[E ft�1070TECIINMOGYMVEE Ib7EBPEq Ef100dA SIGN PRESSURESezo.(-" AEOIIDE AVE FRONT-1070.Y0 NQK NA.FLUMF.K. 17JfA1K t7 FdNQRP.O.Roxim ALUM SlNCi HUNGkWDOW,S7D.MTGl?All. FK 17/1&W J.d r 5Jld'0�9 - HOKOMfB•F1' Uzr< Yirtbly Barer NTS 3 7 �� , 2736 86upwre? Na SE00N B-B P.0. BQ%M NONONAS, FL 34274 M7ERIOR SECTION A -A NOTES; 1. WINDOWS ARE EQUIPPED WITH ITEM 13, SWEEP LATCH LOCATED ON THE VENT TOP RAIL OR ITEM 41, BOTTOM LOCK LOCATED ON THE VENT BOTTOM RAIL. 2. WINDOWS ARE GLAZED WITH ONE OF THE FOLLOWING GLASS ITEMS 21, 23, 24, 29, 51, 52, 63, 54. 55, OR 56. snsm 1 112 1 4 • 7 t 27JO �srF•;rrr C. L9ek. P.E. PEARM 6eueturel DESCRIPTION .978 .OS2 .1.898 •Ob2 O6 #2707. VENT TOP RAIL, 6063-T6 POT # 0#2708.VENTW OM RAIL. 6063-T6 17 11 ?D #2703, HEAD to 606f3-�TB- 9 'M 050 2. An i L 2.060 #2751, ALT. BILL 6083-T6 (ALTERNATE EXTRUSION) .926 �2 #2704 ILL MT-6 .750 1.023 ��Iir�JJ .002 4.010 #2706, MEETING RAIL,, _6063-T6 882 f Ei I ,ono � �.�la—•i GB 42709, VENT SIDE G9 #2770, VENT RAIL, 6063-T6 STOP, 6063-T6 P,0.9Q7t 1529 NOKQ�tlS, R MV4 .9b4 41 #2740.60TT0M LOCK, 6063-TB sworn I Hall 15 e 7 1 2736 �3 #2705, JAMB 6063-TO Zf 6� 1. qrY, P.E. PE#39712 eln«mnd 1I4' MAX SH CONCRETE ANCHOR SEE NOTE 1 ® MIN. 3k11 OR MIN. CONCRETE ® 1 3A8'MIN. CMUr 1 114• MIN. U4• MAX SHI •A .. 1.700' •: ." M �. ® CONCRETEANCHOR . • , • SEE NOTE 1 (EXTERIOR) DETAIL 1 1X WOOD BUCK (SEE NOTE (EJO'EAIOR) DETAIL 2 1A4' MA WOOD) ® SEE Skll CONCRETE & 2X WOOD BUCK (SEE NOTE MIN. WWI CMU TYPICAL LAMB. ANCHQRAGE (EXTERIOR) DETAIL 3 1. MIAMI•DADE COUNTY APPROVED ANCHOR TYPES; L ELCO 1N4 TAPCON 2. ELCO 1)4' 634 CREfE3•FLVX MASONRY SCREWS 3. M12 SCREW ®FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLYABOVE APPROVED 1f4' TAPCONS OR S% CRETE-FLE)L MINIMUM DISTANCE FROM ANCHORTO CONCRETE EDGE IS 1. 5W. FOR WOOD APPLICATIONS USE 02 STEEL, 05 SCREWS OR IW ELCO SS4 CRETE•FLEX ANCHORS. Z. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Tx ARE SUCKS VOIDER MTAL THICKNESS IS LESS THAN 1 1A2'. WOOD SUCKS OEPNCTEDAS 2x ARE 110 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TOUR ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. WOOD RUCKS LESS THAN 1 Ur THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED OIRE7TLY TO CONCRETE). 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF HOSYTS AND A MINIMUM OF U70' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW JAMS,SIMILAR TO THAT SHOWN IN DETAIL 3 ABOVE FOR 2x WOOD SUCKS. THE ANCHOR SHALL BE AJH2 SHEETMETAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHOR QUANTITIES SHOWN IN TABLE 2. SHEET 7 FOR ANCHOR TYPES 1 AND 2 IN CONCRETE MAY BE USED. S. ANCHORS ARE NOT REQUIRED IN THE HEAD OR SILL (REF. TEST REPORTS, FTL4253 AND FT1.. M). 0. 53113• WIDE x 70' HIGH UNITS TESTED TO FULL DESIGN PRESSURE AT THE FOLLOWING SPACING: AJAAM-. W MAX. FROM CORNERS. S ltr BELOW MEERNG RAIL AND 1 ?'ABOVE THE LOWER MEETING RAIL ANCHOR. 3' MAN. ANCHOR SPACING, 7. FOR INSTALLATION IN MIAHI•DADE COUNTY REFER TO DIMENSIONS OF NOTE B AND ANCHOR QUANTIES PER JAMS IN TABLE 2. SHEET 7. ADDITIONAL ANCHORS. WHEN REQUIRED. TO BE EQUALLY SPACED ABOVE AND BELOW THE MEETING RAIL BETWEEN THE CORNER AND MEETING RAIL ANCHORS, S. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FSC 2004. SECTION 2003.5.4 (SUPPLEMENT ZOOS} P.G 30)f 1128 NCilO:. FL aV4 s)uow I NM 16 d 7 1 2736 J�f Ck* P.E. I'E /33712 swmual 0 QUANTITY OF ANCHORS REQUIRED EACH JAMIL, TABLE 2, ®ANCHaR TYPE/SUBSTRATE KEY ANICHORI U98TRATE WINDOW HEIGHT 3A4 =1112 SCREW IN WOOD WINDOW GLASS ZV 38 3/8" 50 616" 3' M' 21W -1/4* SM CRETE-FLEX IN WOOD WIDTH TYPE 31W 1,21C 31W 1,210 31W 2IW IMC 10C 31W SW 1,2/C 100=1/4'TAPCOHCR1f4.884CRETCFLEX/NCONCRETr= A 4 4 4 4 4 4 4 4 8 4 4 6 4 4 4 (SEE APPLICATION NOTES AND DETAILS ON SHEET S) 181/8" %F„F 4 4 4 4 4 4 4 4 8 6 6 6 6 6 6 NOTE: ANCHORS NOT REQUIRED IN HEAD OR SILL C,V,G,jj.j.j 4 4 4 1 4 4 4 4 4 8 6 6 6 6 8 e GLASS TYPE KEY A 4 4 4 4 4 4 6 4 6 4 4 6 4 4 4 A. VS' ANNEALED B.US'TEMPERED 24- B,1',F 4 4 4 4 4 4 8 4 8 8 8 8 8 8 8 C.3MWANNEALED 0.1/4 ANNEALED C,D,G,H,I, 4 4 4 4 4 4 8 4 8 8 6 6 6 6 6 E, 3M4'TEMPERED F. 1/4 TEMPERED A 4 4 4 4 4 4 8 6 6 6 4 8 4 4 4 O. i/2' I,G. (1/8'A,114' AIRSPACE, -l/S'A) H. i/Y I.G. (3Me A, 3MV AIR SPACE,118'A) 281J1" B,E.F 4 4 4 4 4 4 6 6 8 6 a 8 6 6 6 f. Itr I.G. (1/ST,1/4' AIR SPACE,107) J.112' I.G. (31161, 3118' AIR SPACE, VST) C,%(),H,I,J 4 4 4 4 4 4 6 8 8 6 6 8 8 8 6 A 4 4 4 4 4 6 6( 6 6 6 6 8 4 4 4 32" %AF 4 4 4 4 4 6 8 6 6 6 8 8 6 8 a C,D.G,H.I,J 4 4 4 4 4 6 0 6 6 6 6 6 8 6 A 4 4 4 4 4 4 6! 4 6 6 6 6 4 4 8 B,AF 4 4 4' 0 4 6 8 6 6 6 6 6 6 6 6 Lw 6 C,D.G,H,I,J 4 4 4 0 4 8 6! 6 6 8 0 6 6 1 8 6 A 4 4 4 4 4 4 6 1 4 6 If 1 6 6 4 4 6 40" S,E.F 4 4 4 6 6 6 8 6 8 6 8 8 6 6 8 0,D,G,H,6J 4 4 4 8 s 6 8 8 6 6 6 6 6 8 6 A 4 4 4 4 4 4 4 4 8 6 8 6 8 4 6 44" B,E,F- 4 4 4 6 6 6 6 6 6 6 6 10 6 6 13 C,D,Q.N,I.J 4 4 4 6 B 6 8 1 6 6 6 a 8 6 6 8 A 4 4 4 4 4 4 4 4 6 6 6 8 6 6 6� 40" B,E,F 4 4 4 8 8 6 6 6 8 6 6 10 6 6 8 C,D,G,H,I,J 4 4 4 1 6 6 6 6 6 6 6 6 6 6 0 0 A 4 4 4 4 4 4 4 4 4 4 4 6 8 0 6 V63118" B,E,F 4 4 4 8 6 8 8 6 6 6 0 B 6 6 10 C,D,G,H,I,J 4 4 4 8 8 8 8 8 6 8 B 6 1 6 8 >: AIR SPADE DhM 70lO, p,q,tr FR. a MAW F Moser ASLEANCHORO!/AN n>: ANCHOR CAM 14"TECNNDLGY� RAGE SPAC1CIN G FK oaVE VENP1fA, 1HWDOWS , ALUM. SINGLE HUNG/NDOW,STD.MTG.R41L NEWSHETFO•^ PEIF.K. IVISW O OMNOl91962�a}o' NTS 7 d7 ?6RK J- JTA3 g977t F eat,aurtl r 1. 2. 3. 4. 5. St. Lucie •County .� Building & Zoning'Department 2300 Virginia Avenue Fort Pierce, FL 34982 772462-1553 APPLI.CATION FOR STORM SHUTTER PERMIT SEE REVERSE SIDE FOR INSTRUCTIONS DATE: LOCATION%SITE ADDRESS: % ,�� ��I, 'euy- e� TYPE OF STRUCTURE: SFR___Z_�f Addition OTHER OWNER. INFORMATION Name: rY►,�1;<S�,_ S u.sLi�.e� i Address;, yD � /G�sa� h4� p lc-e City:-'r1.c11A e td4NQ_�fs� State:: Zip. 2.3 616 =Phone• 6. Type of Surfaci: attachment: Wood Frame Concrete CONTRACTOR INFORMATION FL Reg/Cert #:p/yam County Cert Business Name: ,fir/iJGf�l� Masonry Other Product Type Minimum Design Pressure Product Compliance Report # Method of Attachment. As per 1707.4.4.1 FBC 120 mph 130 mph 140 mph 140 Exp. C SBCCI Dade Other-' Anchor Type Anchor Spacing Impact Glazing Removable Panels Accordion Roll U Colonials ther ALL PRODUCTS SHALL BE LABLED SBCCI OR DADE COUNTY FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ - fzlf ,, 00 FEES DUE:. - Klblr l:. '. OWNER'S AFFIDAVIT: I certify that all of the information. contained in this application is corr t d that all ill be done in compliance with all applicable laws regulating construction and zo PRINT QUALIFIERS/OWNERS AME 4qNUVPJt6EW�kLIF_nU0WNER STATE OF FLORIDA, COUNTY OF 4r: Luc IE ACKNOWLEDGED BEFORE ME THIS 9411- DAY OF bEL. , 20 jg, BY, C � A ILI~EC X Drug r— ®AiAiLi OR WHO,HAS PRODUCED AS IDENTIFICATION. T �,�`I',iFt:tl�,,,� �M Commission DD 704898 LM pires September 20, 2011 SIGNATURE OF NOTARY TYPE OR PRINT NAME Bonded nru Trey Fain lneeranee 8*355.7019 TITLE: NOTARY PUBLIC. COMMISSION NUMBER - - NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. � . _STRUCTIONS ;ase complete all information in the space provided. All information must be Printed (use black or -blue ink only) or Typed. is application for Shutters to be used for only those activities that is not otherwise included under a primary building permit. This 3lication for Permit may not be used for any activity.that includes any type or kind of structural alteration. Building activities involving uctural alteration, in addition to the installation of Shutters, must be permitted through the regular building permit review. process. The bnnation to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ......................... : ..................... Indicate the street address, or.general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe -the building activity under permit application. 4. OWNERS INFORMATION:: .................................................. Indicate. the name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: ................. . .... 6. VALUE OF CONSTRUCTION: ........................................... -Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers; and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor-cests associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to. question and/or modify the indicated value of construction if it is.demonstrated that the submitted figures are not consistent with similar types of construction. ,11 applications for the installation of Shutters are to be submitted to the St. Lucie County Building.;and Zoning Department, St. Lucie' :ounty Administration Building, 2360 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed tith the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4.30 P.M.. For ssistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during -gular office hours (8:00 AM - 5:00 PM), Monday through Friday. 'ollowing the issuance of this Shutter Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. INSPECTIONS k* 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 SHUTTER PANELS MUST BE INSTALLED AT TIME OF FINAL INSPECTION OR INSPECTION WILL FAIL AND C.O. WILL NOT BE ISSUED. K $-b ..`, .., s•I-'tia _.... 3 ". ., a., SLCCDV FORM NO: 006-05. rfPtl, Wit; "Pb -fw f�, -*'7/ -ep L .Avl J 71 S7V,3f hm,-//www.naslc.orri/B1diaSketch/33000/394001.jpg 12/6/2010 ,< usa. i V1 c. Product Approval USER: Public User FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence meo Publications FBC Staff BCIS Site Map Links Search Easter�r Metal Supply 68 Westroads ive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com Bill Feeley h-odriguez@eastemmetal.com Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Walter A. Tiilit, Jr PE-44167 National Accreditation and Management Institute 12/31/2010 John Henry Kampmann Jr. Validation Checklist - Hardcopy Received FL11964 RO COI Certification of independence 08-0522.03.PDF Referenced Standard and Year (of Standard) Standard ASTM E1886 ASTM E1996 ASTM E330 Equivalence of Product Standards Certified By Sections from the Code Year 2002 2002 2002 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODc... 11/6/2009 ..c. m"10OTE^z_'. 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE, THIS STORM PANEL SHALL I= BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MAMI-DAGE / BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECT104 1609 OF THE ABOVE MEAN IO NOR AO DI, FOR NASASiC FACTOR WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, Kd-0.85 IN, ACCORDANCE WITH ASCE 7-05 STANDARD. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS THEIR ANALYS S OAWDURATION FACTOR D=1.50 WAS USED FOR VERIF7CATIONLOF FASTENERS IN STRESS FOR WIND. WOODLOADS. )9QT WAS USED IN STORM °ANEL'S ADEQUACY FOR IMPACT A4D FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609,1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS # 0321.01-05, # 0812.01-05 AND $ p119.01 -06, PER ASTM E 1886-02, E 1996-02 AND ASTM E-330 STANDARDS, GUAUTIED FOR WIND ZONES 1, 2 AND 3: MISSILE 2 IILt TYPEAND 8D (BASIC OF ROT E 1N96N2 AND FOR INSTALLATION AT NON ESSENTIAL FAC1UYiE5 AS DEFINED BY SECTIONS STM 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. 3. S1ORMALUMINUM EXTRUSIONS PANEL COMPONENTS (ASTJ 7t:0 ALUMINUM AND 3 SNAP CAP ARE PATENT �PENONG. TEMPER UNLESS OTHERWISE NOTED. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AST 304 SERIES STAINLESS STEEL. WTH 35 ksT MINIMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) -1 /4 0 S.GC TAPCONSOAS MA4UF CRS AS NREDRBY TTWI BUILOEXLDEX. -1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO FASTENING SYSTEMS U.C. -1/4"0 X 3/4' SOLID SET ANCHORS, AS OISTRiBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: A.1) MNINUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G. TAPCONS IS 3/4'; FOP LL PANELMATE AND ELCO NAS IS 2 A.2) 3/4"0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. -1/4"0 -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM S14CULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. G WALL OR Ate) IN FLOOR,EA THAT CHOPS PRECAST BE NLONGPRECAST ENOUGHTO REACH TE THE MAIN ST UCNRE BEHIND SUCH PANELS. OR PAVERS BE FOUND ON THE LS NANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE. (a) TO EXISTING CONCRETE BLOCK WALL: -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4"0 S.C. TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. 4"0 PANEL MATES ANCHORS MALE OR NAS -1/AS MANUFACTURED BY ELCO FASTENING SYSTEMS LLC. -I/4"0 x 3/4" SCUD SET ANCHORS, AS OISTRiBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: 6.1) MINIMUM EMBEDMENT CIF TAPCON ANCHORS, S.G. TAPCONS, F1C0 PANELMATE, ELCO N i 1N70 THE CONCRETE OLOCK UNIT SHALL DE 1 I/4-. 8 ,2) L-3/4'0 �5OLIO SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDMENT NTO STUCCO SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 1/2' LONG MNIMU. SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON HE EXISTING WALL. ANCHORS SHALL BE LONG BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES ENOUGH TO REACH THE MAIN STRUCTURE IN 9.1) & B.2) ABOVE. ON (C) PTO EXIS�ING WOOD ERFORMED BEYOND FANYEFINISH MATERIAL E A•P WALL LIKENS CKSEBE NEER STUCCO OR ANY 0 HER FINISH. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF HE ANCHOR'S MANUFACTURER. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2, 3. 3A & 4 514ALL NOT BE USED. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILD'NGS. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH -HE BUILDING TO -REENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10. (a) THIS PROJECT i.e. WHERE BY THIS E CONDITIONS SIS GENERIC AND DEVIATE FROM THE p NOT PROVIDE INFORMATION FOR A SITE SPECIFIC (i1) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (e) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTEREO ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1714.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1714.8.2 OF THE FLORIDA BUILDING CODE. _ z� a y�9�-'`•ti•"•';� a.t��•, F.B.C. (Non High Velocity Hurricane 14. 101' (TOTAL WIDTH) 12.000" (EFFECTIVE WIDTH)-� i 70" II `- J.070'JBDO" ("I' O. pp (Tjy.) O % o 0.250' ti a I O' -f 2.020" I- -i 2.020' �-- FULL PANEL W/ HEMMED EDGES B. 15 f" (T07AL WIDTH) 5. G00"(EFFECTN£ WIDTH) 1.070" 4.8B0' 1770" 0 Q. 0 250" N ry 6 --4 2.o2o" ♦- HALF PANEL WZ HEMMED EDGES 14.J75" (TOTAL WIDTH) 8.425" (TOTAL WIDTH)�� 12.000" (EFFECTIVE WIDTH) 6.000"(EFFECTNE WIDTH) I1 1.070" 170' 1.070" 1.070" 4.880"--� 170" � r/ 1 D5D"(TYP.1 I �•�AS. r� ®,®AS APPLtiABLE �' i 05D"frrPJ 1 I (/1PJ o $ p O 2.020" I- -I 2.020' i- -I 2.020^ (- OPTIONAL FULL PANEL W/0 HEMMED EDGES OPTIONAL HALF PANEL VO HEMMED EDGES' Ql STORM PANEL SCALE + 114' - I' 3 CONCRETE ANCHORS (SEE SCHEOULE)��3or, CONCRETE ANCHORS (SEE SCHEDULE)--- L 3"-i Max. 1Ad- STORM PANEL ' Mn TYPICAL ELEVATION N. T. S. �•-1/4" M6R. GAP 1/4" Max. GAP-1 SECTION A -A N. T. S. � as C- 'ti a _a•. ' �-• .ice � �..�aG� /,�'. . PANELS RETAMW AT BOTH ENDS WZIN "UCK3 e®me9®@® MAYNLUM DESIGN PRESSURE RATING W ep..I.) Mar. PANEL LENGTH L (ft.) +JO.O, -JO.O +J5.0, -35.0 +40.0. -40.0 12'-4" +45.0. -45 12'-0' +60.0. -56.0 rf'-0" +60.01 -60.0 9'-4' +70.0, -70.0 8'-0' +80-0. -60.0 7'-0" +90.0, -90.0 6'-3" +90.0, -100.0 5'-7" 490.0, -110.0 5'-1. +90.0, -f20.O 4'-8' +90.0, -130.0 4'-O" PAnW RETAUM AT LEAST IN ONE OP THEIR ENDS wnff TRAC" ®®0 OR ®� MIYWUM DESIGN PRESSURE RATING w (P.e.E.) Max. PANEL LENGTH L (!f.) +30.0, -30.0 +55.0, -J5.0 12,-0• +40.0, -40.0 +45.0, -45.0 +56.0, -Sao +55.0, -55.0 B'-2" +60.0, -60.0 7'-6" +70.0, -70.0 +80.0. -80.0 5 -8' +90.0, -90.0 +90.0, -too.O 5'-0" +90.0. -110.0 51-0" +90.0, -120.0 4'-9' +90.0, -130.0 4'-4 1/2" MAX. DESIGN LOAD & MAXIMUM PANEL LENGTH FOR INTERNALLY REMOVABLE PANELS AS PER MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS + 50.0. - 50.0 P.s.4 W/ BB' MAX. PANEL LENGTH. MAX. DESIGN LOAD & MAXIMUM PANEL LENGTH FOR MOUNTING AS PER ALTERN47NE itI AND 14 ON SHEET 14A AND 15 OF 17, RESP OMaY, ARE +50.0,-60.0 p.s.r. FOR 78" Mar. PANEL LENGTH. AND +50.0, �0.0 p.s.t: FOR UP TO 10S' PANEL LENGTH. F.B.C. (Non High Velocity Hurricane © "h " HEADER SOME' J/e• . 1• © REVERSED "F" ANGLE TRACK Save : J/e' . I' 1/0 0 -20 S. S. NAaeNE BOLT W/ NOT e• RASHER O 17' 0. C. J" Max. 'U" BUILD DUT .J74 AITER LEG LIUR7TV 5 a�7� Jno°•—I� ® "F' TRACK ANGLE uMrrJ/e•. r• zJsa• W .ono' .osn• N P,2•A' � II---2I73` so r I' —T TOO' JOr' 1000' R41[ 3A OPTIONAL 3" Max. 'U" BUILD OUT HEADER ® 'U" HEADER 50 3" MAX. ANGLE BUILD OUT BRACKET s E: Ye• -r' ® STUDDED ANGLE SOsr-rS AAm AUW sour : Ye• . .7JR• Lra -rR s. s. snn nv.•� RA2TLa rD ANaE °rJ•P.a ..i.eu•�� =D I/V. J71' 1- .ree' IIII{. W I f''( 4 1 R� .OAR' © "F' TRACK SLWC. Ye•. r• .Its t-• 0 O 12• aO AUERMIFF LLO Laurav \ mm h OfT S7 " dNGLE W/TN STUD sru0 J/e•. r• '� I d LJl7• 723• r0.7-150 � / -70SEPof3 S.I .� 061• RP.£rEp /GA.JI7•11E yy K r 0.Sr3• M fOOr a•Q .e lid9'— '7m / R E KEY HOLE (OPTION f) SMALL KEY HOLE {OPTION 2) aeu t . Pin..085' 3l' !2A -ROUND HOLE AT PANEL 'J79 ses sv1E: Ye•. r swE, Rye•' r• (y KEY HOLE AT PANEL 1© KEY HOLE WASHER O STUDDED PLATE JIOJ-N)el Men. AtlOr sarr : Y4' • Y axiI-ro ANor .lee' scv0 Ya• . r• Mpd � j-.IJs' � rAST' .rer I T-- � 21BB• I y, RI.e7s L F.B.C. (Non High Valoelty Hurricane Zone) 16 SNAP 3.0. ANGEANGE I �I�. •ImJ�4 0207e mnm Na 0.050" BERTHA ALUMINUM STORM PANEL KGY./a.E. SNA•P CAP saLE : Y4• . r• Weis �I-• © a ` re o eaeJ-ra Ncar �ti�' e �L C'i/I�r "y�yn ;; 2.00° DEEP) pwlwv an scup Jh• • r DE rAX 1: sruo P%`W0wwvl' ° ,; e';'�T�. ��a ` EASTERN METAL SUPPLY, INC °J�r as COMPONENTS R _x• � .; :' ;' 1 E C oG. 4268 WWESrr Ra1DS ORNE d'Y TILLIT TESTING k ENGINEERING COMPANY l7ESr PALM BEACH. 2 JJIa7 08— 146 ' "� .: nr. tar. "., n. xa, xPcx" aumtwe, R s116e vHONE• (leQ209-B96J fA.� (361)eil-17Id "" Pnww 1 4W)all-19M . 71 : (]62p71-i�1 •�,1 (1_t•� n. '/� •v!. EB-0006779 I�°II� wn'.w oausnaw p:.r OR4MHG He J.tli Llye��:f WALTER A T1LLR ir.� P.E, m m.In 7 _ n nwne I u a T SHEET 3 Or 17 POURED CONCRETE REQUIRED' .5DO" Min. E REQUIRED " � I 0 12- O. C. I 1 plqI I Con1. SEC7101V 0 STUD WALL MOUNT ING__INSIALLATION ;$C-A�LE;1/2• � I "SECTION1:DETAIL OF SECTION O SWO 14 RWALLMOUNBNOmrALLATIONON 2 (TO 1250' CONCRETE ANCHORS CLIN'CRETE BLOCK WALL CONr• Max' REQUIRED (SEE SCHEfIULEJ` 1 (OPEN POS'TION +) 1-- Min. I 2.w. CONCRETE ANCHORS My1 (SEE SCHEDULE FOR SPACING) 1 1 I 1 1 POURED L0.CONCREF1 R E I I 1 I �N/• I j N I I 1 1 i �T' Afro. SEPARATfON T 1 I ft7 CLASS I I I I •1' Al,,. SEPARATION yy I TO CLASS CONCRETE ANC}IORS SECTION 3A (SEE SCHEDULE) Ftl 4 POURED, ED. i 7 8 I F 3 O CON ERC M POURED ED• I B RWALL w 1 CONCRETE � � REQUIRED I 1 CONCRETE ANCHORS/ ' 1 I (SEE SCHEDULE) ' 1 I ' 'fREO E.U. / I � 1 1 }' Min. S DON r— 70 CLASS CLASS I I u � 1�. 7 CONT. (OPEN POSITION +) 7 5625" 1 1 <£ 4 SECTION ®ANCHOR ;REIE ANCHORS, SCHEDULE) OPTJON 12 SECTION 3A I ' WALL MOUNTING INSTALLATION SCALE : 1/2• - 1' SECTION 2 1/4" &JO r//J/4• ;2 GWNDT 96 % i I 1 7/6' + 3/J2 mN0 NDT POU I z D C. i 1 1 ® EA 57UD CRErr I I ' ORNCONCWEr£ POURED CONCRETE OR BLOCK WALL E.O. i CONCRETE BLOCK WALL j R£OUIREo I 1 REQUIRED i --- _ 5&6 I 1 E. D. - EDGE WSTANCE (SEE SCHEDULE ON ANCHORS 5 Cont. I 1 CWT. (OPEN POSRlON +) SHEEFS 9 & 10 & 11) CONCRETE (s£E scxEDULFJ I SECTION ® STUD TYP. TOP/BOTTOM WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION + em, SNAP CAP g 101 SECTION 4 SECTION 3 HURRICANCLOSED CONDITIONS. SC5!£ i 1/2' - I" NOTE FOR COMBINARON OF SECROf& WALL MOUNRNC SECTIONS CAN BE.t.• SCALE I a 1' F.B.C. (Non High Velocity Hurricane Zone) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, �, .''.s�%'rf� a� '4,Y "� ��,'_j 102006 JXXOG., ND O.OSO" BERTHA ALUMINUM STORM PANEL (2.00" DEEP) KCY./R.E. DRAWN Br. .a �• EASTERN METAL SUPPLY, INC OsIlca D41F 'j� Q�^•�"j ..yt',•.a o �' '� ,' ,y- ^• ' O.'r • • '. F_ .� TIWT TESnNO At ENGINEERING COMPANY 311!! 4160 NEST ROADS DWIE "ZV PAW Bl/Cx, FL PHDN[.• (W?;2O9-826A FAX,' (567)B4l-7716 08-146 •:" •:•4 t11 ! N.v, l6ttL !L sl. vWGiM GUtafNs. rt t f.PliQTt-t!!o . fw : L!o!7!lI-1"I D um x Na _•- .. 'v,�.1HN'�(j .ii BA•; � WALTEA A. i0.11T Jr., P.E.01O n-10° ! 54UT 4 OF 17 OPTION r2 SECTION SA ' W,. SEPARATION TO CLASS L� Conf. � `7 !'/J/'/?' POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) SOLID SET OR ELCO mole PANfL1MTE OR S.C. TAPCONS gy�STUD E O. 0 ©OR ® W/)/4.0-20 SIDEWALK BOLT OR O A CONCRETE ANCHORS ® OR 2 w/ 1J W/1/dy-20 TRUSSHFAD BOLT + + OR SG£ C LONCREIE ANCHORS IL D. (SEE SCHEDULE) E• O• (SEE SC®ULEOFOR SPACING) OAS (SEE SCHEDULE) \ I POURED CONCRETE �1 I REQUIRED CONCRETE VVV I REQUIRED t •.h I I • } POURS EO. I I fO. , 1 POURED f -- ; ORRCON W pn (ALTERNATE I I BLOCK WALL I ILED COCATIAY � � REOUtREO l I i / Cont. 8 Cont. 1 I N II I 1IjI ®1/d/!'a J2-2W0ix Jf4. BO150J7 x3N C. I I1 iI I $ti I I W } I MTn. SFPAPARON J• MITo EPA TTON I TO CLASS i 1- PTO QUSSSS IKJN GLASI I I 7/B• x J/Jam d 1 E� S1UD 3 1 i S.5 BOLIT AN O f2' 0. C. I W� 7/B r J/J2' I 8 I 411 1 144NG NU7 O I POURED I I Cont. I 1 12. 0. C. 1 CONCRETE I j j I 7 I I BLOCK WAIOR L. W 1 7.121' ry ll ..�.,.. ont. REQUIRED , I���7! % / / / I 1 1 4 I 1 I , = POURED CONCRETE , 1• POURED ONCRE7E }• i 1 j REQUIRED CONCRETE ANCHORS E 0. CONCRETE ANCHORS SOLID SET OR E"L O mole PANELMA7E OR S.Q. T,AP,COINS (SEE SCHEDULE) (SEE SCNEDI LE) E. D. ® f2 OR W/!/4b-20 SIDEWALK BOLT OR A ® OR ®W/ )J w/1/4b-20 TRUSSHEAD BOLT + + CEILING &FLOOR MOUNTING (SEE SCHEDULE FOR SPACING) VEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATIONQ, M ) — tQ INSTALLATION — SECTION 6 INSTALLATION — 5ECTION 7 — SECTION 8 SCALE : 1/2• _ }' 7/8' x J/J2' SCALE : 1/x• 0 1' SCALE : 1/z• = 1' mNc NUT l9 EVERY STUD O I2' 0. C. n k / E 0. - EDGE OISTWCE (SEE SCHEDULE ON SHEETS 9 k !O k 11) NOTE FOR COMBINATION OF SECTIONS BUILD —OUT & FLOOR MOUNTING ;VALL/FLOOR/CEILING MOUNRNC SECAONS CAN BE INSTALLATION — SECTION 5 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SCALE : 1/2' - 1' s:. F.B.C. (Non High Velocffy Hurricane Zan SOLID SET OR ELCO male PANELMATE OR 5.0. TAPCONS ® 12 OR 12 W/1/419-20 SIDEWALK BOLT OR ® 7/8"0 x 3/J2" ® OR 1®W1 13 W/1/410-20 TRUSSHEAD BOLT ATNPANI ZMAj�jG NUTS ESIORD.C, (SEE SCHEDULE FOR SPACING) \ S.G. TAPCONS I I 1 I — I I I I { I I I I I I I O I 1 1 POURED W CONCRETE REQUIRED f 1 � I I W I I I I = I I I I q I I t I I I 1 t I I 1 I' MLn. SEPARATION 1 TO GLASS I I I I I 1 � I I I I I 2 j 1 I i y 1 { 1 W j i i I 7/8" 0 x J/32" I WING NUT 0 I j EVERY STUD ®12'0.C. i 1 t I j I I 1 POURED ci j CONCRETE w OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) Cont. WALL MOUNTING INSTALLATION SECTION 9 SCALE: 1/2" = 1" CONCRETE ANCHORS (SEE SCHEDULE) \ £ D \ POURED \Y l CONCRETE I I \ REQUIRED EQ. I EQ. I \ I I ! I k 1 f I I I I I I j I I I 1 I I I I I I 1 I I I I I I I I I I I I I I I I Li" Min. SEPARATION j I II TO GLASS I I 1 I I I 7/8' 0 x 3132' WING NUT EVERY STUD ® 12" 0. C. ALTERNATE LEG I1 N LOCATION t I / POURED CONCRETE I I LJ REQUIRED J-� CONCRETE ANCHORS —/ (SEE SCHEDULE) E CEILING & FLOOR MOUNTING INSTALLATION SECTION 10 SCALE: 112"= �' 1 _ - TILln TESTING & ENGINEEPIN N E. D. = EDGE DISTANCE H (SEE SCHEDULE ON SHEETS 9 & 10 & 11) j 8 NOTE FOR COMBINATION OF SECTIONS U W WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. z� W SIDE WALK BOLTS ARE J/4 0x3//32 THICK d HEAD MACHINE SCREW WILENGT74 AS PER NOTES A_2 & 8.2 (SHEET 1) a TRUSS HEAD BOLTS ARE la Oxl/8'7HICK HEAD MACHINE SCREW W LENGTH AS PER NOTES A.2 & 8.2 (SHEET 1) EDGE OF SLAB IF APPLICABLE F.B.C. (Non High Velocity Hurricane ADL4CENr INTERIORLY ADJACENT PANEL REMOVABLE PANEL STORY PANEL ' Max. GAP 1/4" Max. CAP SECTION B-B SCALE : 1 1/2' = r' A04ACENT I PAva tl SIOLWYAUC BOLTS. W/ 7/8' X J/J2- INTERIORLY YANG NUTS AT REMOVABLE OVERLAP STORM PANEL ILA,1 Ltl tl �tlUl 01-1 ox j_ Q /ontrl 17e_17R o font INTERIORLY REMOVABLE STORM PANEL PARTIAL .ELEVATION SCALE . 1 1/2' - 1 • r) AOLAC£NT PANEL 1/4' 0 TAPCONS CONCRETE ANCHORS N MIn. 7HR£AOED ®6` O. C. W/ EXIST AT 6" O.C. ENETRAnON TO EXISTING" IYDOD a x O Y 4 N 2 POURED W CONCRETE 2 OR ANY OTHER TOP TRACK CDnE r •r,,,':• 2 OR ANY OTHER !/d"-20r1" S.S "O �LTOP TRACK SIDEWALK BOLTS WOOD HEADER • W/ 7/6' X J/J2 REOU(RFA j WING NUTS AT OVERLAP - � m m u n u � I tl SIDEWALK BOLTS / K 7" Min. SEPAR.A710T1 I 4 NC NUTS AT J2' 1' "T'o c� ON WfNGY , o TO GLASS o OVERLAPSTUD 0 12" 0. C. POURE CONCRETE o OR CONCRETE BLOCK WALL d I `j I 7/B" x J/J2" O REOUARED W HC NUT ® y, I £VERY STUD 0 12' O. C. pp WWpp P[A� REO D. SOLID SET DR S.G TAPCONS 1/4' 0 ELCO PANELAIATES OR PM!£LLIArES ANCHORS W O STUD OR S.G. TAPCONS W/ 2" MIN. A 6" O.C. AT ADJACENT ®2 " 0, C. PENEIRA710N Ai M/0117, PANELS R U EO OF PLATE ® 6' O.C. m ADJACENT PANELS WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ES CTIONj 12A SCALE : 1/2' . 1 SECTION 129 SCALE : /12' _ I. INTERIORLY REMOVABLE STORM PANEL SECTIONS MAX. DESIGN LOAD = +50.0, —50.0 p.s.f. "i F.B.C. (Non Hrgh Veloclty Hurricane Zone) o20m 77LTECO,'Na 0.050" BERTHA ALUMINUM STORM PANEL (2.00" BEEP) N.c.v./a.e: DRAWN Or., {{ C EASTERN METAL SUPPLY, INC D5CAA x 4266 RE'S7 Rotas DRNE ri. TILLIT TESTING h ENOINEERINO COMPANY 6ES7 PAW BF.1CN, R. JJ<a7 .fe1n. `pqp 6R@GIe, IL MI. —: (1gJm1-Imo . • (mr7en-Iem PHONE' (561)709-LL261, FAK' (161�41-1716 OB— 146 EB-0006719 WALTER A TILI.Ii Ji P.E em aD De -In I1Au ear. m e evicesneA art D6Af41Na N° FLORiDA lie. QA187 _ • ENEEI 7 Or 17 d• 2" hUX I r/4' eiiN. PENE77LIRON TO CONCRETE BLOCK- 1 a k 2' 70 CONCRETE .1• 11 4 a. 1/40x8" ELCO mo1P L PANELM97E TVAS ANCHORS OR 1/4' 0 TAPCONS OR 1/4' 0 ELCO MALE PANELMAIE'S (SEE SCHEDULE FOR SPACING). OPTION s� SECTION 11 A 1' Uln. SEPARATION M GLASS 1 1/4� I. PENETRATION TO I CONCRE7£ BLOCK I . 1 & 2' TO IXWCREm t 1 VEENER "&RICK SILL 1/4' 0-20 x J/4' S.S. BOLTS W/ 7/e Ox 3/52- WING NUr 12' a C. I` :I I - 2• J 1/2'� Cont. mSS77KC VEENER POURED CONCRETE] 1/4•b S- ELCO male OR CONCRETE BLOCK WALL REQUIRED PANCUMTE TVAS ANCHORS OR 1/4' d TAPCONS OP. 1/4- 0 ELCO MALE PANELMATES (SEE SCHEDULE FOR SPACING). ,90LD OUT INSTALLATION SECTION 11 SCALE : J/C' - I' 2' PENETRATON TO MAK CONCRETE BLOCK i a A' 2" TO CONCRETE . �, 4 d' cant. POURED CONCR= LA ex8" ELCO mole 1_Sm I OR CONCRETE BLOCK PANEY1.fATE TVAS ANCHORS u4 1/4' 0 ST£EL . WA(L REQUIRED 11 TAIVELA OR 1/4" P ELCO HALE AS APF PANELMATES (SEE SCHEDULE FOR SPAC/ND} II II OPTON f2 SECTION 11 A E. a - EDGE OISMNCE S�9OL0S &1. SIDE WALK BOLTS ARE J�4bx3/J2'7NfCK NOTE FOR COUB/NARON OF S£CRONS : HEAD MIGNINE SCREW W/LENGiN AS PER NOTES A2 d, 0..2 (SHEET I) WALL1aC0R/CEILING MOUNTING SEC17ONS CAN BE TRU55 HEAD gpGTS ARf 1 0x1 B7H1CK HEAP AdACHINE SCREW W/l£NGl� COM&INEO by ANY WAY TO SUIT ANY INSTALLA770N. AS PER N07E5 A.7 B B.2 (SHEET i) F.B.C. (Non High Velocity Hurricane Zone) 020M 771ECO, M 0.050" BERTHA ALUMINUM STORM PANEL N.C.V./R.G 4 (2.00" DEEP) DRAWN fir � C +: EASTERN METAL SUPPLY, INC D,I£. +• a "^.� m �L E C ®�N�, 4268 WESr Ra10.5 cam _. t ::� '6_ n �� 0.. TILLIT TESTING h ENCINECRINO COMPANY .`. emt. a_ ,t.. AAx w+ewa carious n aNee WEST PAW aZA L A. 13407 PHONE' (O61)209-82B.t, FAXt (66I)84 f-1718 08-l46 ' :: LWA)dlA-f,a0 . ra : (]A1N)1-a,]I W. Y owea":afl sari at. Yx Pal DRAWING NO }y��� •C q �p �� 4 } .0. V• L�VU WALTER E A-�Ln�ki' ui n name t trt. t rxP m-lea 1 = SHEET eA Of 17 CONCRETE ANCHORS (S££ SCHEDULE) o �- POURED E. 0• CONCRETE REQUIRED 7 I POURED L { REQUIRED M"m S£PARI TO GLASS 1000" OLT W/ NUT £ & WASHER 7/8" x 3/32' 1' INC NUT O 1 EVERY STUD CUT PANEL ® 12' 0. C. I I 1' h 2'x 4'x.125� J105-H14 OR 606J-T6 ALLOY Canf. NUM. ANGLE an 1 i CASE A (Pl) I i �y SCALE 1/4' _ }" WING O 12` 0.. C. 1 I I I i l Cant. 7 ORUCONC Elf RBLOCK WAIL REQUIRED j-2.500' Min. CONCRETE ANCHORS I 2500• POURED CONCRETE OR CONCRETE BLOCK O 12' O. C. M� WALL REQUIRED �- CONCRETE ANCHORS 1.000 O 12' 0. C. 2` x 2' x .055' TO ALTERNATE LEG LOCATION j 2' x 5' x .055' cont . N.M. ANGLE OR 060' J105-H154 SHEET 9 MEIAL Alum. BENT PUTS CASE C (Plan ) SCALE/ 114" m 1' 2' x J' x .05J' J105 H-14 OR ANGI£� 6W 06J-T6 ALLOY t. At... 12 ANCHORS O f 0..G C HALF PAN11 > I/q• Gqp +, (fYPI CASE D (Plan) SCALE. 114" - T" POURED CONCRETE OR CONCRETE BLOCK WALL REOWRED CFILING & FLOOR MOUNTING _ �__�,�_"�__. ----- `i I 1.5X A. --1 INSTAL TION -SECTION 13 1 ` r J SCALE : 1/2' - 1' n� ---_--- ----"`} E1TGE DISTNICf 1/4• o BOLT 4' x N x OR 6 1 24' 0. C J705-H14 .0 606J-t6 ALLOY (SEE SL7IEOULE ON SHEETS 9,10 & 11) W/d.1CKNVT Cont. AWm. ANCI£ CASE B (Plan) CASE E (Plan) NOTE FOR COMBIM4770AF OF SECTIONS : SCALE. 114' = 1 " SCALE.- 1/4' = T' END CLOSURES DETAILS WALL/FLOOR/CEIUNG MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ''� `yam• (iJ + F.B.C. (Non High Velocity HU"icone 02ao6 VLTFCA ura 0.050" BERTHA ALUMINUM STORM PANEL u. e -a (2,00 DEEP) DR •ST;,i IL ECO,NL. EASTERN METAL SUPPLY, INC °S a r �;�,-' r a: •L r .s ix'S _ '.^e' ..� •: Er: _ ... .e�rw.. �. eumvecmun nnu°�uv 126e WEST ROADS ORNE WEST PALM DUGI 2 J7107 LI l0 6 1138E r 1 i .3'd "i.r lnill.'Y T331'NM •��;, -• 6N ON1w" - IltO .ouaWlp M'.I.Y vf. Muu%N a 6t19000-e3 IISI-t[r(r.C) i •.1' ail-K9(COD =.mN ➢.IR 'N 'rMOVr� r.mla'cbi �¢ "ri'Ki'vDI R{. - - - -� _p- .. ' -a ••. _=-=...A� '--!� 91L1-Jrti(f95) :XY1 3'9ZB-60t(:9S) 3NDHd IdOMn ANY41100 ONIB33NION3 v ONUSM ICIA ., i.• -.-.� .^e �" xntir 3t ONI ',llddnS IYAR NURSY3 -,3 uB mmrm 0330 00T) '3'a/•6'a'n 33NYd NOIS VMNIAMV VHIH30 „050.0 'JNf WMM ll=0 ?,��yr� •; TM`'°. '_• (suoZ euool,.InH A+1o0I9A 461H UON) '07d t ,C 1 J35 O1t05 37Ntl15(0 3003 '0 3 ,C l 37R@ .JM/CiNYd a0 3LYft73M'd (9'S a0 aV6A036) N00dYl ' 3dU HOxONY a01IJNY u/N p ow 0 - ,01 AM a31a016 NO ?WW SH1OX31 S d Nod 37003H05 NO NWHS SY 00 -ZI 3sn aw .0 - .o, NYHL tl3oaln SNl0.N30 I9NVd &W 00.9 3Sn . (n011w) CI YM .9 YIN .9 YIN .9 YIN .9 V/A' .9 (dOJ) Vi V/N .9 YIN .9 Y/N .9 Y/N .9 ' Y/N .9 (nauory ! I B .6 .6 .6 B 6 6 .6 .6 .6 (dW) YJl Y/N .6 Of .6 Y/N .6 Y/N .6 VM .6 (mauOB) 0t VM .Y/N MY .9 YM .9 Y/N .9 Y/N .9 (aw 01 Y/N V/N YM .Zt YIN .zi YIN .Z/t 11 YM .6 (6a1109) 6 .ZJ .rl .Lt ,Zi .SI .01 .el .at 1 .ZI 6 ..LI ..Z/ ..Zl ..LI ..Zi ..Zi ..Z1 .-Cl YM YM .(Mduca) 9 ..el ..LI ..li .,Ll .,ZI .,Z1 ..el ...I YM Y/N .(ddO B ..Zi 'ZI ..Z1 .JI ..91 wZi orl ..Z1 YM YM (N01109) L VIN Y/N VIN .ZI YM .Zl V/N .11 YM •9 .,a -,CI (dO.V L VIN Y/N YM .V YIN .ZI V/'V .it YM .6 SAT cu tl9 < (NOilOB) 9 YM YM V/N .Ll YM .Ll VA .I t YM .6 0'Ob- (d01) 9 YIN YIN rM ..I YM .61 Y/N ,Z/i I V/N ,6 (natioa) 9 VM YM YM .Zl YIN .zl YM .if YM .6 (dO() W VIN .6 YIN .6 YIN .6 (ML109) P. .ZI .cl .v .Zt .irf .el A .Zf (dat) . -Zi .LI .zl .el .LI .rl .LI .at .L .rf (NOL1C9) f .6 .6 .6 .6 (dol) Yr VIN .6 Y/N .6 V/N .6 Y/X .6 YM .6 (Nau09) L .6 .6 .6 .6 .6 .6 .6 .6 .8 .0 (d01) Z YIN .ZI YIN .Zl YIN .V Y/N .Lt V/S ,Z' Moms) I .zl .zi .Zl .Zl .cl .ZI ,el ,ZJ .L .Zt (d01) 1 V/N .Z1 YIN .Zi YIN ,Zi Y/N .ZI V/N .Zf (v).L I11N1i1 LtWO ISIV1GYlr N6rt sO 1aUIrrBN>?.W' • / tJ10t1.]3S ,allosYx a 91iYJ1M0 a NbtlAN a 31i60N0a a A9No11N a O/31VNW a AY.Widf a 3uaohm a Aavnam a .uriiSvm as tl.;.% M am, f Xf IYIN.tA SY61 ]IYMRN✓d 131HN]M'd MtiM'65 IIS 0lpt 9Ltl1.'1 bYY¢L' boi L2'GffAW IBYMYN Bs• IL• _ ,r cc• 99' L35 W105 S M 31MUMVd a0 3BOY1MNYd Wo,:N. YL 7•S {BYM031f) N00dtll. b 3 7Vn10Y Elord ton3'J37 Sa011OVY 1Y 3dL1 aoxONY 1t3Y3 LVj Q3IYOIONt _ rdS ITniBNffY IWi11 553T 3910N 7OH5 a010Y1 OM5Y7 03NN180 owvds `=ws -1 { ' �uNY UL 'SNOT,// DXttINMtl fS77 '0 3 a'O.[33.TWj,& .700.1. f NOd IN7YA 3aY SONprdS NON3NY N fokov • SS37 .0 ' f6J .t wmvn vme Imwxm (lwl(afi) rl (d02) Cl V/N Y/N .6 YM .9 .6 .6 YM VIN ,II .Li .91 .ZI V/N Y/AI rM YM YIN .6 'el .LL .8 .6 .6 .ZI .ZI .LI iIFaVOO o< VA .9 V/N .9 .6 •6 YM .6 Y/N .9 V/N .L1 .tl -Z1 •ri .rl .Zf .81 ji .91 YM ZI YM .Z) tlM .LI Y/N 'Zi YIN Zl Y/N .6 .91 ,L7 .LI .cc .6 e V/N ,B YM .at .Lt ,Z1 V/N .L1 ADHOfiM O1 31?,'OI1CJ 0 cum7sm+ (Mace) 11 (dot) YL 1 YM V/N (1 wme) of (d0l) 01 YIN ,ZI .ZI .Ll .zt YM VIN YIN YM VIN YM .171 ,Zi .6 YIN .6 YM .L1 V/N - IptlSYn.DL SA1 aeprrt++ ( "e) 6 (d01) 5 Cn01109) 9 (a07J 9 Mau ae) [ (d0A) Id (1701109) 9 (nauoe) G (ado Y9 (Ma 09) r (dw r (nauo9) C (dal)K (Nb7109) L (d01) Z (IYDI109) f (d01) 1 ��. dO. !rylHP8N99 N6' � 3t9 Y/N .6 SS21 .arm xxcw 1YY9r11Y ,� :d.11. 1... '.; JI .:_:. •_ALA � i. i ' � JJ 11 . ai h• : � . �.i N ,LI 6Lsr„N M (pA1.) NLtllAA1 snrrc /m c a. J r/r. AGa1S.1Btc m SECRGYS / e ANY wamwrav of MEN .kU11PA1 P t•1.CM s, 04 R6C04R rAvOprs Sam SITs.¢rNml runGR+rts vArcuurp nae - _- — i r3laWJ&iF m"RUON.Sr m awcvlm 'm' WrONWt 7a- ZD"WTaIRr "10 arxetr6 "m'aaanx f1' WA 11' WA 12' N/A 11' WA WA MIA 1 (w) 7' 12' 12' 1?' 12' 12' 12' 12' 12' 1 (80710N) 18• NIA 12• NIA 72• NIA 12' N/A 11' WA 2 (70P) g' 7' 9' 9' D' B' 8' 9' 9' 9' 2 (90704) g- NIA B' NIA 9' WA 9" WA 9' WA JA (TOP) 9' 7' B' 9' 9- 9' 9' 9' 9' 9' J (BOROM) 12' 7' 11' f2' T2- 12- 12' 12' 12' 12' { (TOP) 12, f2' 12' 12' 12' 12' 12' 1.' A (BOTPoM) g• WA P. N/A B' WA 9' WA 9• NIA 11 (DP) IO' WA 11' NIA W WA 12, NIA WA NIA 1 (BOr70.NJ f0. N/A 12' NIA 12' NIA 12' WA WA NIA 6 (w) 04R0, -{0.0 t0' WA 12' WA 12' NIA 12' WA WA N/A 6 (OOROMJ 80-R0- 6a0, UP to 7 N/A 12' WA 12' WA 12' WA WA NIA 7 (TOP) LPSS 10' NIA 12' NIA 12' NIA 12' WA WA NIA 7 (80770M) NIA NIA 12' 12' 12' 12' f2' 12' 12- 12' B (TOP) WA N/A 12, 12' 12. 12' f2' 12' 12' 11' 8 (807709) WA NIA fY 12' 1- 12' 12' 12' 12• 11' 9 (TOP) fT T 12' f2• 12' 12- 12 12• 12' lY' 9 (eOrradj t0' WA 12 NIA 7Y' WA 12' NIA WA NIA t0 (TOP) 6' WA 6' WA 6' WA 6' WA WA WA 10 (BORON) y• 7• WA WA NIA N/A 9' 7' 9' 7' IIA (10D) 9' 7' WA WA NIA N/A 9' 7' 9' Y 11 (OOROM) 6' NIA 6' WA 6- N/A 6' WA WA NIA m (TOP) O• N/A 6' WA 6' WA 6' WA WA NIA 1J (BOrrON) ..NAARUM ANCHOR SPACINGS ARE VALID FOR J 1/2' EDGE WS7AWE. FOR FO. LESS THAN J 1/1 . REDUCE ANCHOR SPACING BY MUL7PL11NG SPACING $000 ON SL71EDLU BY THE FOLLOWING FACTORS. (NOTE IFn. EO, rOR SOl2aS£r ANOIGRS S J7 FOR I11/5 OPFRAI)ON TO BE POSSIBLE RECUCED SPACING OBTANEO USING FACTOR SHALL M1r Of LESS THW MWM W SPACING 00CAIED FOR EACH ANCHOR TYPE Ar ANCHORS LECEM). ACTUAL E. D. rAC7GR rAPCON (RECOLAR) S.G. GPCON, PANELMAW OR PANELMAT£ rVAS SOUO SEr 1• - .85 .75 2 1/1' - .71 .60 .50 - 1 � 0.3RH L¢N N (A.fJ L0.Y99AI Arr�a9s rvtc rc r6a E a - J ,/2•. #CADAS /� tr AY' a,IiivitlWx LH>AILY 1wNi itNGM i• M) AECaAQ TAiCGA SIXID StT S1r1 Cw I've.1ALIE6 PANIXWTE 71WS GA1iR£rC m �IIYmNf m tXLYRlO£ m To CaTAtr6 1v ma r,Pt to cL trr'm MLWAPI" m vO ;zI7E T6'1L1 m6 11' WA if, N/A 11' WA if, WA t1' NIA I (76P) II' {' t1' 11' 17' If, I1' 7' 11' 7' 1 (BOrrON) t t • WA I r, NIA III WA I $' NIA is, WA 2 (TOP) B' {' e' 9' 9' 9' 9' 7' 9' 7' 2 0071DLf) 9' WA B' NIA 8' WA 9' WA 9' N/A JA (RTP) 11• 11' 11' 11• 7' I1' 7- { (WP) 11' 7f• 17' 17• 11' 7' ! (6Drrm) B• WA 9' WA 9' WA 9' N/A g' NIA SA (70P) 9' B' 7' WA 9' NIA B' WA NIA WA 6 (BOrmu) .w,q -60.0 O' WA t0' WA 12 NIA 11' N/A NIA N/A 6 (fop) 9'-0' 8' NIA 7' NIA 9' WA B' WA WA WA 6 (e07rou) up .m.0. 7-.90.6 5' NIA 7' WA 8' NIA B' NIA N/A WA 7 (fop) Lie LE55 S' WA 7• WA 9' WA B. WA WA WA 7 (BOTTOM) NIA NIA 12' f?' 12' 12' 12' 6' 112' 6' B (r0P) WA WA 12' 12 t2' 12' 12 B' 12- 6' 6 (BOr70N) WA N/A 12' 12' f2' 12' 12' 6• f2' 6' 9 (IOP) It' f' 11'. 11' !t' !1' fl' 7. it, 7' B (6011044) 9' WA t0' WA 12. N/A !1' WA NIA NIA t0 (TOP) 6' WA 6' N/A 6' N/A 6' NIA NIA NIA t0 (eonum) B' A' WA WA NIA WA D- 7• 9• 7• I fA (FOP) e' A' WA N/A NIA WA 8' 7• 9' 7• to (BORON) 6' WA 6• N/A 6' WA 6' NIA N/A NIA tJ (top) 6' WA 12- NIA 6' WA 6' WA WA N/A 1J (Borrow) IGA. ANCHOR nPE ANCHOR SPALUM TAPCLMI (R£CULAR OR Sr.) PANELMAT£ OR PANEUMTE TVAS J. SOLD SET J' { e t�A G{:fs. j ly .o a\'�• =t'n3.�AdJ�1 �L')3 .1� F.B.C. (Non High Velocity Hurricane Zone) 02WB RLn=, Bra 0.050" BERTHA ALUMINUM STORM PANEL (2.00" DEEP) 00411"1 SI BJ/12IOB EASTERN METAL SUPPLY, INC QATE 4268 MT ROADS DRIVE TILUT TESTING h ENGINEERINO COMPANY W ., PAW BEACAC R. JJ407 PHONE.• (J6/)20D-826J, FM.' (561)1111-f716 08-1 Q6 M133le. f1en.: EDDe101 D . 1 : (TD6J0rl1.NI ES-O-007- NY. K Dlte— WA D80NIG NO Win nRrnn nLLIT �aai'wi'E aD a-r., SWEET f0 or .7 :.-ogw +.. Y t 'i i_. . W, yw. rl + •: _L.Y:.FNJF ...;. 11.Imti4r Ofi•GY •lU xuDau AWW$ SPA HOP E. A - J 1/2•• . I A AM COLJX16lAY a Nov N4CNW Y..r4^ 1ER+M 2' (rtJ RI:rARAA L1PC65 SO1N SR S67AIY6'I A.AM tES w PAASiW/T ro ew+erla7e ro iIUOM1LTH ro mrwElr ro 11tSbV ro roH. r To W6O'19r To c..A E v fl+r/alwr To r m to Wtsaea• fz' WA 12 WA IZ' WA A2' N/A 12' WA. .1.(IOP) fz' 4 1/2' 12 iT" 12' !2' !1' 8 1/2' 12, 8 1/2' 1 (BORON) !7' WA 12" NIA 12' WA f2' .Y/A 12' N/A 2 (TOP) 9• 1 //2" 9' 9' 8' D' R. 8 1/2- 9' 8 1/2' 2 tWnrJ() , g• WA H' N/A 9' WA 9' NIA B• N/A JA (%DP) p^ 4 1/2` 9' 1. D" D' B 1/,. D- 8 1/2" J (HOROw) f2' 4 1/2" 12, f2' /2' 12' 12, 8 Ll. 12' 8 f/2' 4 (roof !2' 4 )/2- /2' 12' 12, 12' 12' B 1". 12- a f/2- I (BORON) g• WA 9' N/A D' WA 9' WA 9' NIA 54 (TOP) 5 1/2" WA 7 1/2' N/A B' NIA 7 1/2' WA WA N/A S (BOTTOM) g• WA a 1/2' N/A to, N/A B 1/2' N/A WA NIA 6 (TOP) PTO 6 1/2" WA 7 1/Z' N/A 8" NIA 7 !/2• WA WA N/A 6 (BORDAI) UP To 1. WA 6 1/2' N/A 7' N/A 6 1/2' WA WA WA 7 (TOP) W-6" 46CD. -,v0 g. WA 6 1/2' NIA 7• N/A 6 1/2" WA WA WA 7 (BDTlW WA WA 12' • 12• • fY • 12' • 12' • 6' • I2' • 6" • B (TOP) WA WA 12' • 11' • I2' • W • 12" • 6' • W ' 6- • e (Borrow) N/A WA 12' • f2' • 12' • I W • 12' • 6' • 12• • 6' • D (TOP) 12• 4 1". 72' 12' 12• 12' 12• B 1/2' 12" 8 1/2' 9 (BOTTOM) g- WA 9 1/2' NIA tO' WA 9 1/2- NIA WA WA to (fop) g• N/A 6 ' NIA 6" WA 6' WA NIA WA fO (sonw) g' 4 }�" NIA WA WA NIA B' 4 )/2' y { i/2' /fA (HOP) g. 4 //2• WA NIA N/A WA 9 4 1/2' 9' 4 fI2' 11 (BOROW B' WA 6 ' N/A 6' N/ 6' WA WA NIA IJ (TOP) g• WA 6A • WA 6' N/A B- WA WA NIA 13 (BOTTOAO • JSE B. OC FOR PANEL LENGM9 LARGER JIM 10'-0" AND USE 12' AS SHOWN ON S NELWLE FOR PANELS LENGTHS £OWL OR SHORTER TH4N 10'-0' ANCHOR SPACINGS ARE VALID FOR 3 IA' EDGE OWANCE. FOR E.O. LESS THAN 3 1/2: ..NWhHUN RE7J3lCC ANCHOR SPACING BY NULDPLy/NO SPAomG SHOWN ON SCHEDULE BY THE FOLLOW7NO FACTORS. (NOT£. AElO. E.D. FOR JOUOSETANCHORS ISJ7 FACTOR _ NOT BE EDUCED AANCHOR CING BTYPE (THAN LE A(/N.WN SPAGNP INOICA7EDR♦•Z R EACH Ar ANCHORS LECENO. ACTUAL E:D. FACTOR rAPCON MEG") SO TAPCON, PANELNATE OR PAMEWAT£ T'AS SOiD SET J, .86 .75 2 1/2' - .7f .50 2. JO - f 7/2' is - ANCHORS LEGEND Wlriw1O1 oE9w to49 Y (wJJ ANUUW AhcHMI SPA(PW TGT E A - J 1/I'• • K BECI S ASE cou I IIip'f OF I," i(?'aLfw PANFL I6fiO'TH T.' (aJ Rio" 14po 9 ro .4— SOW To vo—c C SIT To WtSO'W S4IIKYN ro CGly m ro 11lSOH•11• PAM1EIA[NLS ro MNtl m ro N-Vw P•NOfINE ro oO.Om n s ro YlSO WA 9' N/A H' N/A. 9' W14 &' N/A 1 mpl p 7' H` 9"•9''7' 9' 7• 1 (8O7T0N) WA B"WA D" WA B• WA 8'WA 2 (roP) 9•D'7' D' 9' 2 (BOITIIN) WA 2' WA 9• N/A 8' N/A 9' N/A 44 (HOP) D- 9' H• 7' 9- 9- J (Borrow) B' 9" 7' B' 7' 4 (LOP) 9" D' B' 9' 7' 9' 7' 4 (Bor7ON) 6' N/A 9' WA 9- WA It. N/A B' WA 54 (TOP) g• N/A g• N/A 7' WA 7" WA WA WA 8 (BOTIOU) 7' N/A 8' WA 10' N/A 8' N/A NIA N/A 6 (rBP) sD0.O, -9OD S' NAA 6' WA 7' WA 7- WA WA N/A 6 (Borrow) Y--O' fOOo -IWX S' WA 6' WA 7- NIA 7- N/A WA N/A 7 (TOP) OR LESS S" WA 8• WA 7' WA 7' N/A WA . NIA 7 (BOTTOAQ N/A WA 12• 6- IT' 6' 12' 6' 12' 6' B (TOP) N/A WA I?' 6' 12' It. 12' 6' 1. 6' 8 (BOTN7N) N/A WA f2' 6' 12' e' 12' 6' 12• e- H (TOP) B" 9- 9'1 9" 7• e" 7' 9 (BOTW) 7' WA e' WA 10- WA 8' N/A WA N/A tO (TOP) J' WA 6' N/A 6" N/A N/A WA TO (BORO.N)J'4'NIA WA 7" 7' 7• 7- ffA (TOP) S' 4'WA INIA" WA 7.7'7' 7' If (BOTTOw) N/A B' WA 6 N/AN/A WA 1J (TOP) WA 6' N/A N/A N/A IJ (BOTRw) NM. ANCHOR TYPE ANCHOR SPACING TAPCON (REGULAR OR S.C.) PAREL44T£ OR PAN£LMATE /VAS J. SOLD SET !' •ACC: •' d � I •1 . �:-�rY�l�6ti a.P,.. E. D. a £GCE DISTANCE 02008 TaTECO, INC TILLIT TESTINO h ENGINEERING COMPANY F.B.C. (Non High Velocity Hurricane Zone) 050" BERTHA ALUMINUM STORM PANEL ALC.Y./R.E. (2.00" DEEP) ORAHN Br. 051u1O6 EASTERN METAL SUPPLY, INC DA7£- H26B HZSr ROADS OFA•E H22T PAIJA 8C " FL 51)6, PHONE.' (J81)2O9-826J. FAX.• (S61)841-1716 08- 146 o1rt4•nw Mr. M. GmT�a 4RAHINC NP aD a-rw w 4 • SHEET 11 OF 17 f/4- 0 TAPCONS K%r 1/2-bft T/I" 0 TAPCONS I .. THREADED PT7ETRATIOV W/r 1/2' To rxsrNG WOOO THREADED PENETRATION HEADER. (SEE SCHEOULFj EXISTING WOOD _1250' HEADER. (SEE SCHEDULE) 1. 125'1 1 I 9 1 1 z' Min.I I AL'0. •' I - 1 I I I ry FOOD HEADER i Cant I WOOD HEADER I I j R£OUW£D j jREOUREO I I I h j 1' MAR. I I x �-STo SEPARATION sN I ' u 0-20 x 514• S s. BOLTS WI 7/O x ` I 1112120. /ZC W. - NUT O 12' D. I I I i_SOG' I 1 I I I 1 1 1 £ .500' / 1 i I 1,000' 1 �c„i,� 11 I G.M. : 4'ALAT£ 9 Cont. 2'�r,D1�1C O'�ro ✓ 1/4' 0 7APC'ONS SCREWS W/ 1 1/2' Mln. a I� 1/4' 0 TAPCONS ('• THREADED PENFTRATON W/ r 1/2' u;n. THREADED Z. O MIDWIDTH OF PLATE P£N£IRATION O MIDWIWH (SEE SCHEDULE) OF PLATE (SEE SCHEDULE) SECRON ALTERNATIVE 2 SCALE : 1/2' - 1' 112 T' 604 DED M!H A£WOOD 70N 7/4' / lAPCDNS W/I 1/2' MIN. THREADED PENErA47/ON TO EXISTInG MOOD 75 75RNO WOOD W. (SEE SCHEDULE) HEADER. (SEE SCNEDLRI) 1 11 All — / .,Do' *DOD HEADER ' I I I WOOD HFAOEI REQUIRED REOWRED 1' W, SEPARATION I ' TO CLASS 1 ® sEPRAna IA' Mn. 0,,,, ro cuss OPTION i! ALTERNATIVE 3A OPTION l2 ALTERNATIVE 3A � _T' MIn. SEPARATION I I I TD CLAW I I I 1 f/4' 0-20 r T/4' 1 I I I as.. DOLTS W/ 7/O° r 3/32' KW-- I' min. j 'iI� ICJ.:,., : -: I I I U SEPARATION TOLASS a y r2, 5 Cont. SECTION 0'✓'�-Y ALTERNATIVE 4 EVERYSTUD 4 ' - ,®12'0CISCALE : 1/2' 1' Af /dEa�/WCD 1.12�' NOTE FOR COMR/NATlON OF SECTIONS : %4 f 07%�h THREADED + NOTE: SNAP CAP O Tb P£NETRATON O MIDKWTN RENAIN CLOSED AT NON h c VIALL MOUN77110 SECTONS CAN BE =Qg, l �iT£. (SEE SCHEDULE) HURRICANE CONOInONS �N COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. vAfE s Cont. AL-fifi`n T e ,er,3a F.B.C. (Non Hi aroma p•.s g„y>< s-.r: Ir. 02008 IXTECO, INQ 0.050" BERTHA ALUMINU NOTES: �; .0 �� 40 °;� (2.00" DEI 1. IMSIALLAPONS ARC ONLY VALID FOR DESIGN KIND LOADS :' 00 `D i (L�a%• i'- ,a EASTERN METAL S » r; -r AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 `= `�• _ SECTION ®STUD / TERNATI VE 1 E C O 1 N C . 4260 WEST ROADS Q 2. SEE ANCHOR SCHEDULE ON SHEETS TB & 17. '� o "r. j;.^,lY'�( =e -' �]� ' C-. IA>L'L :•.: TILLIT TESTING It ENGINEERING COMPANY K'F5T PALM 26J. , , SCALE : 1/2" 7' c. .+. ,. • . vxl n.x, xu. st.. s1r..w1. mxrma� G VWt1. n. W1.5 PHONE, (761)20➢-A26J, FAX. T. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS 70 BE SOUTHERN � .. on.n.: (salTml-1w , rm . (xs)aT1-16]I mfminl o� PWE N.. 2, W SPECIFIC DENSITY OF 0.55 OR EQUAL. EB=0000r10 / L. WALTER A 11LUT Jr., P.E. �° u•In R N Mt 1(�J(QPEN PQsmoN rrAPcays W/ r 7/z' Min. THRFAOED PBVEM17ON O MOW WITH OF PLATE: (SEF SCHEDULE) SECTION ®ANCHOR J2' WIND NUr O mosmaI +) Hurricane Zone) f/a• a TAPCONS W/ I f/2 Min. THREADED PEME7RATICN TO EXISTING WOOD HEADER.(SEE SCHEDULE) rd!& 1 Min. Sr3ARATION I I JO CLASS O➢llpN El 1 ALT RMEff 5A T/4- 0 TAPCONS W/r 112' MIN. TAgEADEO Pa TO EXSnlll; E7RA710N WIN. (SEE SCN--) AFWNATlVE 5A A rFRNATIVE 6A A SCALE : 1/2- - 1 ° (LIMITED TO +60.0, —66.0 p.S.f. DESIGN LOAD N AND UP TO 9'-0' MOX. PANEL LENGTH) � I I I 1 1'S£PAWTION TO GLASS I x J/JZ' 7/6'WING EW STUD B I 0I O. C. 1 BPnE I e DfCK RE00. I � I i-1• rVOONS W/ T 1/r MIN. MAFADED PENETRATION (SEE SCHEDUCFJ --�i d/ TFRNdTIVE 6 SCALE: 1/2' - 1' NOTES: 1. ASTALIATIONS ARE ONLY LAW FOR AND PANEL'S LfhGTHS AS PII7 2. SEE ANCHOR SCHEDULE CM S19U 16 I' + 4' X 1/0' MA. (E06.7-T6) ANm. (Lw SS EACH J LOCATE AT Mf EMSDN NEM NOAI/NA w/ Z' lirR P TUBE w/ 16' 0 + 1/4 i + J/4' CRET/5 >0 i ITY.'/BIRLDEX 1 aSr. I TEK SCREWS SLREW I 06 D.C. i G�oil WOOD j 8 ConE BDT (_• Nin. I I � %0-20 4' SS. 801T5 I FADED I W/ 7/e X LTJ£IR1770T1 I WWC HUT O 1 12' a D. i t I I ALTERNATIVE 7A SOLE : 1/2' (LIMITED TO +60.0, —66.0 p.s.f. DESIGN LOAD W AND UP TO 9'-0' MOO PANEL LENGTH) i A I �I i 3 f' M,'n. i 3 we BTO GLASS EVER TO CLASS I o 3 j i I j f�4' P-20 + 14: BS BJL �. i t I WNG/NUTX0 I 2 X6/1400 j 12'0. C. j f! W REO'D. 7 i 7 CPnE I I W/ 1 1/2" MIN. TNRFwo P£ munoll (s£E SCHEDULE) ALTERNATIVE 7 • SCALE : 1/2' - 1' BF132W W o LOADS SUfcD1At5 G?j SW 2 (EXCEPT AS NOTED) Q TZ S FOR NEW WOOD FRAME TOW6SOULNERN PINE Na 2. W/ SPECIRC DEN4TY Cr a-E55 & v-'• 9 3t `r 'fit. _ 1�bPs6 a4Pe _. X4 -t. ALTERNATIVE B SCALE : 1/2' - I' NOTE FOR COMBINATION OF SECTIONS : WALV/F700RICBLINC MOUNTING SECTIONS C4N BE COMBINED IN ANY WAY TO SUIT ANY INSTAL(A7lON. F.B.C. (Non High Velocity Hurrtcana Zone) oza9e T1LTL'Gn, Drz 0.050" BERTHA ALUMINUM STORM PANEL N.C.Y./R.E. (2.00" DEEP) DRAWN &' 0S/12/09 EASTERN METAL SUPPLY, INC DATE.• IL E C A ItvC. 4268 WEST ROADS BANE TILLT TESTING h ENOINEERING COMPANY W36 PALM BFACN, FL 33407 06-146 f}1) N.+. J6N. 8L !4. x5, HXc1+A ri1a'IQ1 Fl. yf66 PHOKE: (1)209-E26J, FAX. • (561)841-1716 Ran : lTx)611-naJ . rw : L16]a71-1?TI nuvien Batt ORAWWG N. ` EB-0006719 �1n l WtiTER A. TILUr Jr.. P.C. SWEET 13 OF 17 Sc" : 1/2' . 1' W/ 1 1/2" MIN. TNRFwo P£ munoll (s£E SCHEDULE) ALTERNATIVE 7 • SCALE : 1/2' - 1' BF132W W o LOADS SUfcD1At5 G?j SW 2 (EXCEPT AS NOTED) Q TZ S FOR NEW WOOD FRAME TOW6SOULNERN PINE Na 2. W/ SPECIRC DEN4TY Cr a-E55 & v-'• 9 3t `r 'fit. _ 1�bPs6 a4Pe _. X4 -t. ALTERNATIVE B SCALE : 1/2' - I' NOTE FOR COMBINATION OF SECTIONS : WALV/F700RICBLINC MOUNTING SECTIONS C4N BE COMBINED IN ANY WAY TO SUIT ANY INSTAL(A7lON. F.B.C. (Non High Velocity Hurrtcana Zone) oza9e T1LTL'Gn, Drz 0.050" BERTHA ALUMINUM STORM PANEL N.C.Y./R.E. (2.00" DEEP) DRAWN &' 0S/12/09 EASTERN METAL SUPPLY, INC DATE.• IL E C A ItvC. 4268 WEST ROADS BANE TILLT TESTING h ENOINEERING COMPANY W36 PALM BFACN, FL 33407 06-146 f}1) N.+. J6N. 8L !4. x5, HXc1+A ri1a'IQ1 Fl. yf66 PHOKE: (1)209-E26J, FAX. • (561)841-1716 Ran : lTx)611-naJ . rw : L16]a71-1?TI nuvien Batt ORAWWG N. ` EB-0006719 �1n l WtiTER A. TILUr Jr.. P.C. SWEET 13 OF 17 Sc" : 1/2' . 1' Sc" : 1/2' . 1' 1/4" PANEL 0 LONG ELCO MATES OR S.C. •: TAPCONS W/ 2" Min. THFEAD£D PENETRATION TO EXISTING WOOD • HEADER. (SEE SCHEDULE) /43 i I I 1 I I I 7, 8 9 x 3/32' O • 1 i 1 I 1 I I I I i I � WING NUTS ® 12" C.C. I I I I N WOOD HEADER REQUIRED I 1 I I I 1 I I i 1 j 1.• M•� SEPAR47101V TO CL45S I 1 1 W I I I U I i I I I I I I I may.. i n I 1 I 7/B• 0 x J/J2' I , I I I I RING NUT ® J EVERY STUD W I I I I I 1 I I I I I a o � I j I I I I i I I I 1 I I I 1 I t 1 I I I I 1 i 1 • WOOD „TRUSSES ^OR P.AFTER ALTERNATIVE IOA SCALE : 1/2" - 1" (UNITED TO +60.0• —66.0 p.s.f DESIGN LOAD AND UP TO 9'-0" Max. PANEL LENGTH) I 7/8'0 x 3/J2" WINO NUT ® — EUERY STUD ® 11 ' O. C. � 11 Cont. i U y 4Wi i a I" x 4" x 7/8" Min. (606J-T6) Alum. TUBE W/ (J) 5/16' 0 x 4' LAG SCREWS TO EACH JOIST. LOCATE SCREW AT MIDWIDTH OF EXISTING WOOD MEMBER (2- Min. NOMINAL WIDTH) W/ 2" Min. THREADED PENETRATION. NOTES.• 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 1 I - I I I NOTE FOR COMBINATION OF SECTIONS WOOD DECK WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE REQUIRED COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. }— (NO nNISH I 111� I ALLOWED)) 2' x PLATED I Cont. REQUIRED V�\ 1/4" 0 TAPCOh'S . t W/ 1 1/2" Min. THREADED PENETRATION & MIDWIDTH OF PLAT£. (SEE SCHEDU L E W/ 1 7/2 ALTERNATIVE 9 ALTERNATIVE 10 THREAOED,fT� �.:. SCALE : 1/2'" (SEE SCH UL t _ p . -E SCALE : 1/2" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ; ti F.B.C. (Non Hiah Velocity Hurricane Min. 1' EXISTING f 7/8- Mtn. ?' rlpp!-1 Max, rBMCK VfENER r 1/40x8" ELCO male PAN£LMATE PC&7,qA77ON rMar rr, L / TVAS ANCHORS OR 1/40 TAPCONS ,j T � �/%j- (SEE SCHEDULE). VEENER 1/4 0x8" ELCO male PANELMATE TVAS ANCHORS OR 1/4 0 TAPCONS F (SEE SCHEDULE). I 0 3 = -- V1 --- - - - - - ® Cont. _ 250" I I -i Molt--7 WOOD I' ` I i 1 WOOD i Z F HEADER REQUIRED I 3 h OUEA REOUIREO I �gi cl I Ci 0nt.' EXISTING STEEL ANGLE LINTEL d SAmcLE LwTEI STEEL TEEL a tl AS APPLICABLE I n e II AS APPLICABLE I II li 11 HIM SEPARATION f'MM. SEPARATON 1 t l OPTION I ALTERNATIVE 11 WOOD PLATE 1' Min. PENETRATION NOTES: m f. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) i 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 1Z J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NOTE FOR COMBINATION OF SECTIONS WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE 4 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION 2' x 4' STUDS (5JCant. a 16. O.C. Max. RE00 EXISTING Min. 1/T' PLYWOOD EXISTWC 1/4 OT.x D" F1C0 maim PANELMATE TO 'D (TYP)DS AS /FASTENING BRICK SILL 1/4' P-20 x J/4' 7VA5 %NC14ORS' IR 1/11 TAPCON SECTION 2304 OF THE S.S. BOLTS W/ (SEE SC14EDULf) TO EXISTING PLYWOOD. SECTION 2304 G CODE. J/J2" WRlC NUT ® 12' 0. C. A TERNAT1VE 11 BUILD -OUT INSTALLATION SCALE : 1/2' m I' * VALID FOR Max. +50.0, —60.0 p.s.f. DESIGN LOAD, FOR UP TO 78" PANELS LENGTHS AND FOR +50.0, —50.0 p.s.f., FOR PANEL LENGTHS GREATER THAN 78" VP TO 108" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS F.B.C. (Non High Velocity Hurricane Zone) 1. 02006 mTEM, Wa 0.050" BERTHA ALUMINUM STORM PANEL Y.C.s:/R.E. rP �q. '. (2.00" DEEP) WAWN&I' EASTERN METAL SUPPLY, INC as/v A,E. nr- Q b a �'t 7.�si a :o.4y�• �y "�y = • Rfi.:s"e'� 1 E C O 1 a C, 4208 WEsr Rotas Omer 08-146 "�' t.c a.'(,� � • ..•.4%/•.' T1LLTT TESTING h ENGINEERING COMPANY N66 X.W. Jph sL SN. ]Os. tVGN1 GVGrrS R J]106 KSr PAW &EACH• FL JJ407 PHONE: (661)209-E264 FAX: (661)841-1716 ProM : OWp)srl-rsx .i: (xsJ6n-16J1 ORAN 0.'VG No u"' out aoeencn e.a asvrp m: 'who (} , T7 EB-0G06ll9 WAITER A. TILLR Jr._ P,E am em-rw r 4W SWEET 14A Or 17 7/4' 0 TAPCONS M/ -, THRFADEO I •' P£NF7RATOM TO DIST/NG (E HEADER. B1I4r0-20NS. a5. MCNWE OtV/Sjr WASHER a12•D.a 6 Cont. 1•� WING O NUT0 STUD 0 72 72' O. C. y i I 9 Cont. � t WDOD HEADER I I I t 1 REOW:EDLj j I 1 I i 1 ! t � 1' M SEPARA TO TO GLASS i 1 j I i 1 I 1 1 1 1 1 1 1 1 1 I 1 XN WING 12' 0. C. t 1 2 X6 200 i j DECK{ RED 'D• j 1 Ir.DDo•}- tt 1 Can1. i 1 ' �-- 1/4b TAPCONT W/ 1 1/2' MIN. TMRTAM PENEIR4770N (SEE SCHEDULE) ALTERNATIVE 13 SCALE : f/2' m 1' NOTES., I. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 2. SEE ANCHOR SCHEDULE ON SHEET 15 & 1Z 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. NOTc FOR COMBIN4770M OF SEC17ONS WALL MOUNONG SECTIONS CAN BE COMSINED IN ANY WAY TO SUIT ANY INSTALLATION. • MN. SEPAR 7YON_ TO GLASS — I/4' 0-20 X 2's4' r/tb rAProNS L=!P ! g S.G. TAPCONS OR 7/4b ©OR 6 COnI. —i.�1 PANEL MA lE3 W/ FULL RfREADED PENETRATION TO PLYWOOD. (SEE SCHEDULE) EXIST7N0 WIn. 1/2' PLYWOOD 11£0'D (TYP) I FASTEMNG TG S7U05 AS PER SECTION 2304 OF THE FLORIDA 8U/LONG CODE. ALTERNATIVE I SME : 1/2' - I' * VALID FOR Max. +50.0, —80.0 p.s.f. DESIGN LOAD, FOR UP TO 78" PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.f., FOR PANEL LENGTHS GREATER THAN 78" UP TO 108" F.B.C. (Non High Velocity Hurricane MAXIACI.V DmmN LOW W560 FA9fftiFRS 7P'PIXA9LE70 ALTR %' J d ANY OfOMB O rmfv �MLW AWa lEAY,IN 2' (1L) RECUUA TAPC= S¢iAACON PANELMI7LS Or AN4LMVE 1WTor +40.0, -40.0 OR LESS 12' WA NIA 1 (TOP) BOR• LESS 12' NIA NIA } (BOTTOM) I2' WA WA 2 (top) g" NIA NIA 2 (BOTTOM) 8' NIA NIA JA (TOP) g• N/A NIA J (BOTTOM) 1y NIA NIA 4 (TOP) - f2' NIA NIA 4 (BOTTOM) 9^ N/A NIA 54 (TOP) 80 N/A NIA 5 (BOTTOM) g^ NIA NIA 6 (80T70M) B 1/2' NIA NIA 7 (BOTTOM) N/A 12' 12, 8 (TOP) N/A 72' 12' B (BOTTOM) NIA 12' 12 9 flop) 12' WA NIA 9 (BOTTOM) 6^ NIA N/A f0 (BOTTOM) 9^ NIA 9' I1A (TOP) 4' N/A 4• I1 (BOTTOM) .6. R/A NIA 13 (TOP) 13 (BOTTOM) M um OESON Low w (p.s.rJ IMM rAS D90 APPMgSL670 ALT RM47PIES / A ANr cowm RWI CF TPEM NAXNUM PANT L77.001 1' (11) RE'G" TAPCMS SaTAPCON PAS m, pT RWCLWTE — 12' WA NIA I (TOP) 12' WA NIA I (BOTTOM) 12' WA MIA 2 (TOP) g• NIA NIA 2 (BOTTOM) g• NIA NIA JA (TOP) 91 NIA NIA J (BOTTOM) 72• IIIA WA 4 (TOP) NIA WA 4 (BOTTOM) NIA NIA 5A (TOP) EI/2 NIA WA 5 (B07TOM) NIA WA 6 (BOTTOM) +40.0, -40.0 NIA NIA 7 (BOTTOM) >8'-0' UP TO OR LESS N/A 12' 12' B (TOP) • IX-0, MIA W • 12' 4 8 (BOTTOM) 4 WA W 12' • 8 (rap) 12' NIA NIA 9 (BOTTOM) 5 fI2' NIA NIA 10 (BOTTOM) 9' NIA 9' 11A (TOP) 4... N/A 4' w I (BOTTOM) 6' NIA NIA fJ (TOP) 5 1/2' NIA WA 1.3 (80TT1M) 4' •• 4' •• 4' •• 14 (BOTTOM)- USE 6' OC SPACING FOR PANEL LENGIHS LARGER T44N 10' - 0" AND USE 12' OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10' - 0' -- VAIJO ONLY FOR LIP TO 108' PANELS LENCIHS. l ;S Ss7'e. l44(fM11M OES.GNiw NGOD FASIENERS Apptc4xv r0 ALIDWAIMS / & ANY COUB744TW or 1NEM MAAL/UM PAlk'L RFCMUR TAPCONS SGTIPCON AAIaWn3 1AVa.7 WAS 12' NIA WA 1 (TOP) 12' WA NIA I (BOTTOM) 12' NIA WA 2 (TOP) g• N/A NIA 2 (BOTTOM) 9' WA N/A JA (TOP) g' NIA NIA J (BOTTOM) 12' N/A WA 4 (TOP) 12' NIA NIA 4 (BOTTOM) g• NIA NIA 54 (rop) 8' NIA NIA 5 (BORON) 8' N/A WA 6 (BOTTOM) +40.0, -40.0 1 1/2' NIA NIA 7 (BOTTOM) B'-0• OR UP TO +60.0, -60.0 NIA 12" 12" a (TOP) LESS MIA 12' 12' B (BOTrOM) NIA 12" 12' 9 (70P) 12' NIA NIA 9 (BOTTOM) 6• NIA NIA 10 (BOTTOM) 9' NIA 9' IIA (TOP) 9' r NIA I' • 11 (BOTTOM) 6' NIA N/A 13 (fop) 6 N/A N/A 1J (BOTTOM) 4' • 4.. 4• • 14 (80TOM) VALID ONLY FOR UP TO +50.0, -60.0 P.S.I. DES16W LOAD WITH 78' 44 x. PANEL LENGTHS OR FOR UP TO +50.0, -50.0 p.l.f. DESIGN LOAD WNH 96" MOx. PANEL LENGTHS. F.B.C. (Nan High Velocity Hurricane MAgrjJ<UM nF LG-N PRESSURE RATING V' (n S f) AND COREWPONDFNG MAXWN ANCHOR SPACING SCHE'DUIE F' W RMAUATIOM TWO WOOD FRAME BUILDINGS • USE B" OC SPACING FOR PANEL LENGTHS LARGER THAN 10' - 0' AND USE 12' OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER DIAN 10' - 0" ss YAUD ONLY FOR UP TO 450.0, -50.0 P.9•A DESIGN LOAD KTH 106" Max. PANEL LENGTHS. 'y��.i�• �1". F.B.C. (Non High Velocity Hurricane Zone) ` 02DO 7A.TELU INC. 0.050" BERTHA ALUMINUM STORM PANEL M.C.V./R.C. `c <<' (2.00" DEEP) GRAM Br. t a.•'� ::. i �' . - EASTERN METAL SUPPLY, INC IL EC®,Kc. DAr. Zr T1LUT TEBTIX08 ENGINEERING COMPANY � � D ' g2BB WEST R0405 DRJ4 WEST PAW 263, P X, JJ407 p}IpyE. 561 ( )�'626J, FAIC (561)84 J-17f6 08-146 ` � 61f! Nam. JLN. 9'L`.R� ]Oy VNCWN GAROVS. _ • • : L.1flyvT1-1�10 . To : (iO3)l11-tS1i M1 JEIla .b. W MIfA')T , E1R [Y. X)Lbivl W.R ORAIANG Na -t QQ a EB-00UTJ WALTER A Tilff Jr., P.E. Lb any a-rro SXEET i7 Or 1] FLORIDA Ue. 44187 M4YIMUN OFS10N LWD W (P•d.LJ A9C0 fASlENFRS A°fSMABLE 70 K7FANATNE6 / tr �!! �iMN �.�� PANEL LENCM Y' (R) AEd2A4 Gti0N6 g.GTAM'ON !tN � PANEIW}E 14XS ! 1 ` WA N/A 1 (it1P) 7t' N/A WA ( (BOTTOM) J I' N/A N/A 2 b�') g• WA WA 2 (807TON) g• N/A WA Ja (TOP) g., N/A N/A J (BOTTOM) 11' N/A WA 4 (TOP) 7 f ' N/A N/A 4 (BOTTOM) G' WA WA m (IOp) 3 W. WA N/A 5 (BOTTOM) 3 1/2' WA N/A B (80ROM) 460.0, -60.0 J 1/2' N/A N/A 7 (BOTTOM) 8�-0' UP 70 +90.0, -90 LI4t/NUN OEM ��� ROOD fAtrFnvrs APPLICABLE ro AIERNAfI1R5 / tr µy CONBMIOON OF MEN wxwuN vANtG RDCNUJI fAPC0/6 £GiAPC1W PINFLW16 PAYEIAL1rE ItlLS /2" WA N/A }(TOP) 12' N/A N/A 1 (B07TOM) t2' N/A N/A 2 (TOP) WA WA 2 (BOTTOM) N/A N/A JA (TOP)N/A E12' N/A J(BOTTON)N/A WA WA N/A 4 (BOTTOM) 12 ° N/A WA sA (TOP) d' N/A WA B (BOTTOM) 440.0, -10.0 q" N/A N/A B (BOTTON) >8'-0- UP TO J i/2+ N/A N/A 7 (B07TOAQ UP TO +60.0, -60.0 N/A 12' • 6' • B (TOP) • 12'-6' ,y/A 17• . 6• r B (BOTTOM} N/A }2• g' 9 (TOP) 12' N/A WA B (BOTTOM) q' WA N/A 10 (BOTTOM) 72' N/A 10 1/2" J IA (TOP) d• . fy/p 4• . 11 (BOTTOM) 17' N/A WA fJ (TOP) N/A IJ (BOTTOM) q• « q• .. 4• .. 14 (BORON) •• �� OfS:C�N '�D MUDD fA3RNER5 APPLIUBLE f0 ALIBtNAfNCS / tr ANY WNF11LLi.UN OF MEN M4XMUN PANEL LENDM Y' (fG) AFGRAR TAPCgYN 6.GTAfYGW �� � PAN➢F111F 1PM B 1/2' WA N/A 1 (TOP) g• N/A N/A 2 (TOP) g• WA N/A 2 (BOTTOM) B' N/A N/A JA (TOP) g• N/A N/A J (BOTTOM) g• N/A N/A 4 (Top) +90.0, -80.0 UP TO +f00.0, -IJO.O g• N/A N/A 4 (BOTTOM) 7'-O' OR LESS B• N/A N/A 5q (1DP) J' WA N/A 5 (BOTTOM) J' N/A N/A B (BOTTOM) J. N/A N/A 7 (BOTTOM) WA B (TOP) N/A 12' B` B (807TC1M) N/A }2• 5° 9 (TOP) J' N/A N/A 10 (BOTTOM) 9' N/A B' 1 fA (TOP) N/A N/A WA 1I (BOTRIM) 6' N/A N/A 1J (717P) J. _ N/A N/p IJ (BORON) WA N/A N/A 14 (BOTTOM)