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HomeMy WebLinkAboutSUBMITTED PAPERS��� c�ea 8ad13O3� PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort 772- Pie rc553 L 34982 sCA B Y/vet) APPLICATION FOR STORM SHUTTER PERMIT St �ucle Count Y 1. LOCATION/SITE ADDRESS: 99 '56ric6., U1 2. PARCEL ID NUMBER: LIb 0u- LoQ- Col (-006-9 /� 3. DESCRIPTION OF PROJECT: �- ,)Srpe 1 t 8 /1' ►U i A,7!:Vs 0 s-t-aJtivi-1. (��N�IS . 4. TYPE OF STRUCTURE: SFR: ✓ MOBILE HOME: OTHER: 5. OWNERS INFORMATION 6. NAME:* - CC.haGC.-e- Roo e ADDRESS: atlas sW poo1 Au e ITY: ka_ Cp,C'A5 --Lcl STATE: FL ZIP CODE: 33033 PHONE: 365 -17 F-563,5 EMAIL: --- CONTRACTOR'S INFORMATION FL REGISTRATIONICERT #: SCC- 3 11600 ©'C", COUNTY CERT # 25: BUSINESS NAME: PoI d wic, Sh wFfe'r (=�_ PHONE NUMBER: _tSloi-LoSr$-4$tt EMAIL: Lh�o ®�o�d�vir.5 =Coves' Type of Surface attachment: Wood FrameConcrete w,"" Masonry Other PRODUCT TYPE PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # REMOVABLE PANELS — 5 i• 1 FL. I J L`t" J2 I ACCORDION ROLL -UP FABRIC OTHER [) ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERNMUNG IMPACT RESISTANCE FROM WIND BORNE DEBRIS. ""SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK la , 7. VALUE OF CONSTRUCTION: $ 33�0, J PERMIT FEE: $ // I1� OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all Work will be done in compliance with all applicable laws regulating construction acid zoning.C/� C \-gar-les �' ��yr>ua levwslf-ti °% PRINT NAME OF OWNER Olt CONTRAA�CrORIQUA,LII,FIER,. r SIGNATIIR O R CONTRACTORIQIIALIFiER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS (_ DAY OF �e1�`�, 20a By0hadw J. Stypul6e OIS PERSONALL=Y-NWN 0 OR AS PRODUCED _ AS IDENTIFICATION. PAPAELA A. EVANS �- A WJA- a �v�4as o� NOTARY PUBLIC SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOT ��� pSpTE OF FLORIDA TITLE: NOTARY PUBLIC COMMISSION NUMBER Ciorm # EE033967 Expires 90I91120i4 NOTICE TO OWNER: YOURFAILURE TO RECORD ANOTICE OF COMMENCEMENT MAY RESULT INYOU PAYING T17VICE FORIMPROVEIIIENTS TO YOURPROPERTY. IFYOUINTEND TO OBTAIN FINANCING, CONSULT WITHYOURLENDER ORANATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised4/10/2012 SC 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 Shutters to be used for only those activities that is not otherwise included under a primary building permit. This application for Permit,may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the ,installation of Shutters, must be permitted through the regular building pennit review process. The nnfoiunationn'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. ?., 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. OWNERS' INFORMATION :...............:................................. Indicate the name and address ofthe.owner of the property on which tine product is to be installed. CONTRACTORS INFORMATION: .................................... 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 costs associatedwith 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 the installation of Shutters 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 completed 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 (4:00,AM - 5:00 PM), Monday through Friday. Following the issuance of this Shutter Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. INSPECTIONS ** EXISTING RESIDENCES All shutters must be installed and in place at the time of the final inspection, except for Egress Windows, and Doors where orie panel must be installed and. the remainder must be byt-he�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. SLCCDV FORM NO: 006-05 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY, - FILE # 3858293 OR BOOK," PAGE 2376, Recorded 07/24/2013 at 133 AM Prepared by and Return to: Folding Shutter Corporation 7089 Hemstreet PI West Palm Beach, F133413 J(oa$a�{3C3a 1 5L01 Permit No. State of Florida County of St. Lucie NOTICE OF COMMENCEMENT Tax Folio No, y504- loon- 00lq-000 -9 The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. Legal Description of Property: (and street address if available): 5op.ng 14* 4 yp14 �s}I.a IU Vt off` let 3 lcs w l/Z o� a64rJdoN.at N I60.6 -Ft of Sl.ercdw� l h -Sherldax� General description of improvement: I1,�a FLU. , «a,, t a $�u� s Owner information or lessee Inftion If the lessee contracted for the Improvement: Name •$d�4+' iten.�cc. ICeD�e.. Address a(al0a SW R09 Aim FL 3305:3 Interest In property: O vU rtie-113 Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: IV slin e Contractor Address: log WMv4,&-+ Art M1I Be FL 473WPhone Number: L%I-(PU-�IXI Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: _ Lender's address: Number Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7., Florida Statutes: Name: Phone Number: In addition to himself or herself, Owner designates of Lienors Notice as provided In Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. U/der penalty of perjury, l declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the bestof y knowledge an (Signaturc.downerorLessee,orowner'sorLessee'sAuthorizedOfilcer/Dlrector/Partner/Manager Title/Office) The foregoing Instr en was acknowledged before me this_ day of ,�_V , 20_J t—� By6 Q for C- Name rson Ty of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed ADAM D WADLER 4Aisn. nally known,_ or produced Identi ication r (Signature a ary Pu is - State of F ;=+° r Public - State of Flo / , (Print, Type, or Stamp Commissioned Name o My Comm. Expires 00110.f Identification produced 1-2 � L Commission • EE 8424T P, ;f W Bonded Through National Notary STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUC AN CORRECT COPY OF THE ORIGIN Ail E. SMITH,UERK Date: I r I 04/09/2012 - F:101 Project Filesl_2010-MPS1400 Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 11ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF)-ZONE 4 Roof Tributary Area (Sq Ft Height 10 15 20 25 50 30 0 ft -43.7 -42.6 -41.9 -41.3 -40 8 4 -10 +40.3 +39.2 +38.5 +37.9 +37 4 + lift -44.4 -43.3 -42.6 -42.0 -41 5 -4 f1 zi 0it , E4 A +40.9 +39.9 +39.1 +38.5 +38 0 + T6. `3F Lt36 94 -45.1 -44.0 -43.2 -42.6 -42.1 -41.., m- S 3- .=41. ,C'4 .7` 12 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.8 - 17.2 13 ft -45.7 -44.6 -43.8 -43.2 -42.7 42 4- 4 +42.1 +41.0 +40.2 +39.6 +39.1 -46.3 -45.2 -44.4 -43.8 -43.3 -42,1 ;a4 , q21!1 Mf1`8 ; 14 ft +42.7 +41.6 +40.8 +40.2 1 +39.6 +39.2 +38.8 1 +38.5 +38.2 15 ft -46.9 -45.7 -44.9 -44.3 -43.8 -43.4 -43.0 -42.6 -42.4 +43.2 +42.1 +41.3 +40.6 +40.1 +39.7 +39.3 +39.0 1 +38.7 16 ft -47.4 -46.3 -45.4 -44.8 -44.3 -43.8 -43.5 -43.1 -42.8 +43.7 +42.5 +41.7 +41.1 +40.6 +40.1 +39.8 +39.4 +39.1 17 ft -47.9 -46.7 -45.9 -45.3 -44.8 -44.3 -43.9 -43.6 -43.3 +44.2 +43.0 +42.2 +41.5 +41.0 +40.6 +40.2 +39.8 +39.5 18 ft -48.4 -47.2 -46.4 -45.7 -45.2 -44.8 -44.4 -44.0 -43.7 +44.6 +43.4 42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 19 ft -48.8 -47.7 -46.8 -46.2 -45.6 -45.2 -44.8 -44.4 -44.1 +45.0 +43.8 +43.0 +42.3 +41.8 +41.4 +41.0 1 +40.6 +40.3 20 ft -49.3 -48.1 -47.2 -46.6 -46.0 -45.6 -45.2 -44.8 -44.5 +45.4 +44.2 +43.4 +42.7 +42.2 +41.7 +41.3 +41.0 +40.7 22 ft -50.1 -48.9 -48.0 -47.4 -46.8 -46.3 -45.9 -45.6 -45.3 +46.2 1 +45.0 1 +44.1 +43.4 1 +42.9 +42.4 +42.0 +41.7 +41.4 24 ft -50.9 -49.6 -48.8 -48.1 -47.5 -47.0 _46.6 -46.3 -46.0 +46.9 +45.7 +44.8 +44.1 +43.5 +43.1 +42.7 +42.3 +42.0 -51.6 -50.3 -49.4 -48.7 48.2 -47.7 -47 3 9' -4 26 ft +47.5 +46.3 +45.4 +44.7 +44.2 + . , 9 -52.2 -51.0 -50.1 -49.4 48.8 4 3 9q q 2f. 28 ft +48.2 +46.9 +46.0 +45.3 +44.7 + :2 .Si + 43 1 2 30 ft -52.9 -51.6 -50.7 -50.0 -49.4 4 "1 4+ +48.7 +47.5 +46.6 +45.8 +45.3 + t.+. 0. -53.8 -52.5 -51.5 -50,8 -50.2 -4 fi�.A�9''3 33 ft 49.6 +48.3 +47.3 +46.6 +46.0 +45.5 +45. �t4g�ry`�' .Z`_6 4.4 36 ft 506 n 2 I5.81 �+Sn 50 3 +49.0 +48.1 +47.3 +46.0 -55.6 -54.2 -53.3 -52.5 -51.9 -51& ®'i''�' 40 ft +51.2 +49.9 +48.9 +48.2 +47.6 1 +47.1 +46.6 +46.2 +45.9 45 ft -56.7 -55.4 -54.4 -53.6 -53.0 -52.5 -52.0 -51.6 -51.3 +52.3 1 +50.9 1 +50.0 +49.2 +48.6 +48.0 +47.6 +47.2 +46.8 50 ft -57.8 -56.4 -55.4 -54.6 -54.0 -53.5 -53.0 -52.6 -52.2 +51.9 +50.9 +50.1 +49.5 +48.9 +48.5 +48.1 +47.7 -58.8 -57.3 -56.3 -55.5 -54.9 -54.3 -53.9 -53.5 -53.1 Eft+53.3 +54.2 +52.7 +51.7 +50.9 +50.3 +49.8 +49.3 +48.9 +48.5 -59.7 -58.2 -57.2 -56.4 -55.7 -55.2 -54.7 -54.3 -53.9 +55.0 +53.5 +52.5 1 +51.7 1 +51.1 +50.5 +50.0 +49.6 +49.2 Mean DESIGN PRESSURES (PSF) -ZONE 5 Roof Tributa Area 5 Ft Weight 30 15 20 25 30 35 40 45 50 -47.4 -46.7 -46.0 D -10 ft +40.3 +39.2 +38.5 +37.9 +37.4 +37.0 +36.6 +36.3 +36.1 -54.8 -52.7 -51.1 -49.9 -49.0 -48.2 -47.4 -46.8 -46.3 lift +40.9 +39.9 +39.1 +38.5 +38.0 +37.6 +37.3 +36.9 +36.7 - -55.7 -53.5 -51.9 -50.7 -49.7 -48.9 -48.2 -47.5 -47.0 ft +41.6 +40.5 +39.7 +39.1 +38.6 1 +38.2 +37.8 +37.5 +37.2 -56.4 -54.2 -52.6 -51.4 -50.4 -49.6 -48.8 -48.2 -47.6 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.4 +39.0 +37.7 �Y14 -57.2 -54.9 -53.3 -52.1 -51.1 -50.2 -49.5 -48.8 -48.2 ft +42.7 1 +41.6 +40.8 +40.2 +39.6 +39.2 +38.8 +38.5 +38.2 -57.9 -55.6 -54.0 -52.7 -51.7 -50.8 -50.1 -49.4 -48.8 15 ft +43.2 +42.1 +41.3 +40.6 +40.1 +39.7 +39.3 +39.0 +38.7 16 ft -58.5 -56.2 -54.6 -53.3 5252.3� . _ - .,.,� -5 -50.0 -49.4 +42.5 +41.7 + i=I; -+AQ"5� �`+4D1'*�,+ 9 8i' ;_, ,9 +39.1 -59.1 6.8 -55.2 5 9 : - -: ?2 Y 5 .5 -49.9 17 ft +44.2 43.0 +q2.2 +t5;a7;,0 �'"8 9.8 +39.5 -57.4 -55.7 5 '4 ;, "" 4F, 525 51i7 1.0 -50.4 18 ft +44.6 +43.4 +42.6 + .9 _ 1 +41:0�}4�06',_. +39.9 -60.3 -57.9 -56.2 -5 . - ' q`q� ;533I1P %55- ..2' Sl. -50.9 19 ft +45.0 +43.8 +43.0 +42.3 +41.8' 114�. -+41.0 +4400,.6 +40.3 20 ft 1 +45.4 +44 2 +43.4 2.7e +4T�f= .3 0.7 -61.8 -59.4 -57.7 -56g-.' id�*fl !,1!52`8 -52.2 22 ft +46.2 +45.0 +44.1 +43.4 +42.9 +42.4 +42.0 +41.7 +41.4 -62.8 -60.3 -58.6 -57.2 -56.1 -55.2 -54.3 -53.6 -53.0 24 ft +46.9 +45.7 +44.8 +44.1 +43.5 +43.1 +42.7 +42.3 +42.0 -63.7 -61.2 -59.4 -58.0 -56.9 -55.9 -55.1 -54.4 -53.7 �26 ft .,. +47.5 +46.3 +45.4 +44.7 +44.2 +43.7 +43.3 +42.9 +42.6 -64.5 -62.0 -60.2 -58.8 -57.6 -56.6 -55.8 -55.1 -54.4 28 ft +48.2 +46.9 +46.0 +45.3 +44.7 +44.2 +43.8 +43.5 +41 -65.3 -62.7 -60.9 -59.5 -58.3 -57.3 -56.5 -5 ..7 -55.1 30 ft +48.7 +47.5 +46.6 +45.8 +45.3 +44.8 +44.4 +44.0 +43.6 -66.4 -63.7 -61.9 -60.5 -59.3 -58.3 -57.4 -56.7 -56.0 33 ft +49.6 +48.3 +47.3 +46.6 +46.0 +45.5 +45.1 44.7 +44.4 �ft -67.4 -64.7 -62.8 -61.4 -60.2 -59.2 -58.3 -57.5 -56.8 +50.3 +49.0 +48.1 +47.3 +46.7 +46.2 +45.8 +45.4 1 +45.1 -68.6 -65.9 -64.0 -62.5 -61.3 -60.3 -59.4 -58.6 -57.9 40 ft +51.2 1 +49.9 +48.9 +48.2 +47.6 +47.1 +46.6 +46.2 +45.9 -70.0 -67.3 -65.3 -63.8 -62.6 -61.5 -60.6 -59.8 -59.1 45 ft +52.3 +50.9 1 +50.0 +49.2 +48.6 +48.0 +47.6 +47.2 +46.8 -71.3 -68.5 -66.5 -65.0 -63.7 -62.7 -61.7 -60.9 -60.2 50 ft +53.3 +51.9 +50.9 +50.1 +49.5 +48.9 +48.5 48.1 +47.7 -72.5 -69.7 -67.6 -66.1 -64.8 -53.7 -62.8 -61.9 -61.2 55 ft +54.2 +52.7 +51.7 +50.9 +50.3 +49.8 +49.3 +48.9 +48.5 -73.6 -70.7 -68.7 -67.1 -65.8 -64.7 -63.7 -62.9 -62.1 60 ft +55.0 +53.5 +52.5 +51.7 +51.1 +50.5 +50.0 +49.6 +49.2 WIND VELOCITY =165 MPH MRH <_ 60' EXPOSURE 'D' BASED ON Kd =0.85 ENCLOSED STRUCTURE, FLATTERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEP.ICT-TH ORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CR -OA(()ITIOITiOF-AN F WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO DID • ONS�.ggE�QUIREDfF,OR,TH THESE TABLES. 2, TABLES VALID O L 'F9 $81�I1) ryG"`QFOF HEIGHT AS LIMITED ABOVE, 3. TABLES VALID F R LF,.pE5i&�5f3 PLICABLEREDUCTIONS FOR ROOF SLOPES LESS THAN 101 SHA iB ED 05 A[JfE GINEER AS A SITE SPECIFIC CONDITION, 4. IDENTIFY THE B EI OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF AKIR, 0) T. S. ALWAYS ROUND + R; GHTSy O E LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE OP NING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MF1 D Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP 5P1.GT 10J GK" ' (r1)• ,p1 HE AREA BETWEEN STRUCTURAL OPENINGS ONLY -IDS, LU RE91 B N: RUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING' (�(NF� +� E; 0 CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RO NDa'iUTg�Y iRF.gpWN BYO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAtJ B SHED, "8E HE RGEST PUBLISHED VALUE. 7, IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. B. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY, THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCPI=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE -SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR)3F.S ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED,IiE IN,SHAIT-$E DEg NO VERIFIED BY THE GOVERNING BUILDING DEPARTM NT,`zAN_ ERM . OLDRRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE D` R'EI -,m+5, THIS SPECIFICA O I OTrI(yp(DEDUCT APPROVED CERTIFICATION. RE ER� E ARA"TTED TEST CRITERIA AND OTHER APPROVALS FOR DE iG N$T' , , V 4, FO, MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T jB VERIFIE $Y OTF,jER A CCORDANCE WITH GOVERNING CODES, 7. NO CERTIFIICATIO 5?OE E . R.O IN OF TEMOF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PRO E- ,911 IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 109/6 OF LEAST F1 1RYLOI�13`AY6`DIN•ELM1, IOR-OliWWI OEM RH, PEAK ROOF WHICHEVER IS SMALL�E, 7, 0 EE OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (11Trje�til+ZONE SY FgL�N QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a EAVE HEIGHT µ 1� ROOF 1 1 HEIGHT 5 1 ® I 5 //a��5y ELEVATION - 5 �$ WALL ZONE FIGURES ISO ETRI " 1 'D '" rn n O 0 REMARKS INITISSUE DRWN GSS CHKD TSB I DATE 03/05/12 2010 FLORIDA BUILDING CODE ENGINEERING > =` o m m " 3 US EXPRESS ° 0 Z REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 - m ASCE 7-10, CHAPTER 30 n Ln DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 q! (� 1z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m \ �- D o' 11L_ m O m THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART PH: (954) 354 0660 FAX: (954) 354 0443 - I '.. v to IO _ o Z -P WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER ASCE 7- 10 W W W. E N G EX P. C O M to p Jm O O MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND CERT OF AUTH #9ea5 -� !n wvni ime ni is rr•anmr.Amu UNIT NO. WALL PRESSURE _ OPENING Z SIZE SHUTTER WIDTH SHUTTER HEIGHT SHUTTER SPAN NOTES ANCHOR SPACING TOP or LEFT OTT or RIGHT 1 -59.1 32"x 83" 38" 88 1/2" 88" Vertical 9"o.c. 12"o.c. 2 -59.1 96"x 68" 98" 72 3/4" 72 1/4" Vertical 12"o.c. 12"o.c. 3 -59.1 37"x 39" 44" 45 1/2" 45" Vertical 12"o.c. 12"o.c. 4 .59.1 34"x 82" 38" 88 1/2" 88" Vertical 12"o.c. 12"o.c. 5 -59.1 53"x 27" 56" 33 3/4" 33 1/4" Vertical 12"o.c. 12"o.c. 6 -59.1 53"x 38" 56" 44 3/4" 44 1/4" Vertical 12"o.c. 12"o.c. 7 -59.1 72"x 82" 86" 76 3/4" 76 1/4" Horizontal 12"o.c. 12"o.c. 8 -59.1 3T'x 39" 44" 46 1/2" 46" Vertical 12"o.c. 12"o.c. 9 -59.1 37"x 39" 44" 46 1/2" 46" Vertical 12"o.c. 12"o.c. 10 -59.1 42"x 70" 74" 47 1/2" 47" Horizontal 12"o.c. 12"o.c. Florida Departmento Business Professi - al Regulation BCIS Home I Log, In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff. BCI: Product Approval D USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative. Address/Phone/Email 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 Referenced Standard and Year (of Standard) FL11964-RI Revision 2010 Approved Eastern Metal Supply 4268 Westroads Drive West Palm Beach, FL 33407 (800) 43272204 Irodriguez@eastemmetal.com Bill Feeley Irodriguez@eastemmetal.com Shutters Storm Panels Evaluation Report from a Florida Registered Architect Professional Engineer Evaluation Report - Hardcopy Received Walter A. Tillit, Jr PE-44167 National Accreditation and -Management Institute 12/31/2013 John Henry Kampmann Jr. Validation Checklist - Hardcopy Received FL11964 RI COI EASTERN METAL Certification of in 226. Odf Standard ASTM E1886 ASTM E1996 ASTM E330 vw.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBN56D... 1/2 j/ly/7Z rwnua uuuu111y vuuv / Equivalence of Pr,r t Standards r° - Certified By Sections from the Code Product Approval Method Method 1.Option D Date Submitted 12/16/2011 Date Validated 12/16/2011 Date Pending FBC Approval 01/03/2012 Date Approved 01/31/2012 5ummary of Products FL* Model, Number or Name Description 11964.1 0.050" Bertha Aluminum Storm Panel (2 ,Inch)- Drawing number 11-221 Corrugated aluminum Storm Panels retain- provide hurricane protection. Limits of Use Approved for use in HVHZ: No Approved for, use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. span is 13-0" for+30, -30 p.s.f. ASD and W-W for +90, -130 p.s.f. ASD for retained panels. See sheet 2 of installation drawing for other spans and pressures. Installation Instructions Fr 11964 R1 II EASTERN METAL DRWG Verified By: American Test Lab of South Created by Independent Third Party: Ye: Evaluation Reports FL11964 R1 AE EASTERN METAL Produi 11-22i.pdf Created by Independent Third'Party: Ye: 11964.2 24 Gage Bertha Galvanized Steel Panel (2 inch) - Drawing number 11-226 Corrugated steel storm panels retained or hurricane protection. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL11964 R1 II EASTERN METAL DRWG Verified By: American Test Lab of South Impact Resistant: Yes Design Pressure: N/A Other: Large Missile. Max. span is 9-10 for+32.6, -32.6 p.s.f. ASD and X-8" for +58.0, -58.0 p.s.f. ASD See sheet 2 of installation drawing number 08-149 for other spans and pressures. Created by Independent Third Party: Ye: Evaluation Reports FL11964 R1 AE EASTERN METAL Produ� 11-226.pdf Created by Independent Third Party: Ye: Bac:l< Next. ,contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Staten Under Florida law, a -mail addresses are public records. If'you do not want your a -mail address released in response to a public-i electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR• contact our Web Master at webmaster@dbor.state.fl.us. Product Approval Accepts: ® ® iCheck ®. sccuritv►t i; ritic.- vorl$ign TruEted + YE R�rY► Aww.floridabuilding.org/pr/pr app dtl.aspx?param=WGEVXQWtDgsxYleb4opODchXgaXPmSkBN56D... 2/2 ,k, f�LtlG�S, I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. -THIS STORM PANEL SHALL = BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DACE / BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS -REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kda0,85, USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. N ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING 'THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICTED ON SHEET 2, 7, 9 THRU 17. -IN ORDER TO VERIFY THAT COMPONENT AND ANCHORS ON THIS P.E.D. AS TESTED WERE NDT OVER STRESSED, A 332 INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS RM USED IN THEIR ANALYSIS. A DURATION FACTOR CD--1.60 WAS USED fOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY .FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.12 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS j 0321.01-05, f 0812.01-05 AND / 0119.01-08. PER ASTM E 1886-02. E 1996-02 AND ASTM E-330 STANDARDS, QUAUFIED FOR WIND ZONES 1, 2 AND 3; MISSILE TYPE 0 (BASIC PROTECTION ONLY) AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 6.2.7.1 AND 6.2.1.2 OF ASTM E 1996-02. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. 3. ALL ALUMINUM DMUS04 BE ALUMINUM ASS RATION 6083-T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. STORM PANEL COMPONENTSUSTUDDED PLATE AND SNAP CAP ARE PATENT PENDING. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 All SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 kal YIELD STRENGTH -AND 90 kid TENSILE STRENGTH & SHALL COMPLY AV/ FLORIDA BUILDING CODE SECTION 241 ".3.4. ' 5. BOLTS TO-BE-ASTM *-307 GALVANIZED STEEL OR ASI 304-SERIES-STAINLESS STEEL, WITH 35 kd MINIMUM YIELOI STRENGTH. 6. ANCHORS TO WALL SWW. BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) -1/4'! TAPCON ANHORS'AS MANUFACTURED BY I.T.W,/OUILDEX. 1/4-0 SG. TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. -i/4'e PANEL MATES -ANCHORS MALE OR TVAS AS -MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4'e X 3/4' SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY COMPANY, NOTES; A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND SD. TAPCONS IS 1 3/4'; FOR ELCO PANELMATE AND ELCO TVAS IS 2'. A2) 3/4'e SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SWILL BE PERMITTED. -1/4"6 -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A]) -IN. EXISTING WALL OR FLOOR, ANCHORS SHALL BELONGENOUGH NTO REACH TCRETE HE MAIN OR PSTRUCTURE -BEHIND SUAVERS -BE FOUND ON' CH PANELS,, ANCHORAGE SHALL BE AS INDICATED ON NOTES At) & A2) ABOVE. (0) TO EXISTING CONCRETE BLOCK WALL• -1/41e TAPCON ANCHORS AS MANUFACTURED' BY I.T.W./BUILOEX. -1/41e .S.G. TAPCONS AS %muFACTURED BY I1W/ BUILDER. -1/4'6 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4'9 Y 3/4' SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY COMPANY. NOTES: 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G. TAPCONS, ELCO PANELMATE, ELCO TVAS. ONTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4'. B.2) -3/4.6 SOLID SET ANCHORS SHALL BE DMILY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'6-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM. FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN B.1) & 8.2) ABOVE. (C) TO EXISTING -WOOD FRAME BUILDINGS, JS E SPECIFICATIONS ON SHEETS -12. 13, 14 & 15. ANCHORAGE SHALL BE PERFORMED BEYOND ANY -FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH- (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE -RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS I THRU 13 (SHEET-4 THRU 8) EXCEPT THAT HEADERS 2, 3, 3A & 4 SHALL NOT BE USED. B. ITSHALLBE TT THE HED TO INSURE PROPER ANCOF THE HORAGE. RISSHUTTER SHALL ONLY BVERIFY THE E ATTACHED STRUCTURE TOCONCRETE. LOCK OR IS WOOD FRAME BUILDINGS. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. tO; (a) THIS P,E.O. PREBARED R3Y THIS ENGINEER -IS GENERIC AND=DOES NOT PROVIDE- INFORMATION FOR-A.SITE SPECIFIC PROJECT; Le. WHERE THE SITE CONDITIONS-BMTE FROM THE P,ED_ (b) 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 SALIY'AF-SITE IS THE CONTRACTOR'S RESPONSIBILITY. (a) THIS P.E.D. WILL BE CONSIDERED INVALID' IF ALTERED BY ANY -MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WALL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER, SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, THIS RED. SHALL (a) BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 11 ACCORDANCEUUWITH 'SECTION 11715 6.3 OF FLORIDA LL BE LOCATED- UILDING CON A ODE.YONE LABEL SHALL 13E PLACED FBLE LOCATION AT STORM OR {E ERY OPENING. LASEI9NG TO COMPLY WITH SECTION 17t5,8.2 OF THE FLORIDA BUILDING CODE. FLORIDA BUILDING CODE (Non High Velocity -Hurricane tone) 02011 RIEi:a. wc. 0.050 --BERTHA ALUMINUM -STORM PANEL Y.C.v.)9dVx& (2.00" DEEP) or SUPPLY, INC '2'twwm-71 EASTERN -METAL LE.0 D t K.. UM WEST ftWS DMIC WW PAW aE4CA AL 3N67 ROCA0 (s61u09-0263 FAX:-('J6116E1-1716 71-221 Nat ENGINEERING COMPANY a. u. tm ,sstw n 1lpT-19]0 . fa , I>m Heel "WAG N" a. ■ m"n,r MR ew tmv trn muff EB-9 LtFs A TLL1T Jc. PE m at-tr s tINELT 1 or 17 /4.101- (TOTAL WROTH) mcao' OFEC77VE WIDTH) 1.070� �® .170' 1.070--{ r � (ipJ 0.600" T 0.250• M1� d -- 2.020- i- -I 2.020' i- FULL PANEL W/ HEMMED EDGES 14.375" (TOTAL WIDTH) 12000' (DWC7K WIDTH) 70* I } S N ,I z020" i--12.020' 4- OPTIONAL FULL PANEL W/0 HEMMED EDGES r� CONCRETE Al4CHORS.(SEE SCHEDULE) •}- --i J. I CONCRETE ANCHORS rSEE SCHEDULE) }-A 1 � STORM PANEL 1• TYPICAL £L VATION N. r.a 1/4 -max. GAP 114-Max. G4P»I SECTION A -A a r.S 8151- (TOTAL WIDTH) 5.000 (EFF'ECAVE WIDTH) 1.070• d,»J r �D- 1V ryq° d °' --I 2.020' {- HALF PANEL W/ HEMMED EDGES 8.425- (TOTAL WIDTH) DO (EFFEC7NE WIDTH) I^ 1.070- 4.860"--a I •,�5D I7Yn1 i ®®_ 01sJ /I.D d -I 2,020' (- OPTIONAL HALF PANEL jy/0 HEMMED EDGES I : ; I. 7 ,/+94 ,e1 f / J 4 .v: r ✓: H:/:v1 / . ATWUN PA amm Plmw {psllcmwlJ m- i1DYOM +JO.0, -30.0 +JSO,'-J5.0 12'-S' +40.0. -40.0 12-4" +416, -45.0 12'-0' +50.0, -50.0 +55.0, -55.0 Jo'-0' -4• W '-0" '-0''-J• +90.0,- -100.0 5' 7- +90.0, -110.0 5'-I' 00.0 P,�I?QS B6PIpV . At ZMZMV mOA1:OPumirm Il7fl 7f4C� ®m® OR 0# A:SA � M== RA191e (C.+7J Irv. A4M UMM +30.0. -JaD 13,-0` +33.0, -35.0 121-0- +40.6. -4.7.0 i) =J' +45.0. -45.0 10 -0' +Sao. -San V-0' +510• -55.0 6'-2• ,Paw, -60.0 7'-8- +7A0. -70.0 6' S' +80.a --70•0 t9aa -90:0 3'-0' +90.01 -100.0 5'-0' +90.0, -110.0 3•-0• +9a0, -120.0 +90.0, -1J0.0 &AX AS.& DESIGN PRESSURE RARNG h 'MAMMUM PANEL LENORI f0R 84TFRA1ALLr RE3f0YA61E PAAELS AS PER MOUNTINn /NS1AW7roNS ON SHEET 7 �' 17 /S + 50.0, PANEL LENGTH DESIGN PRESSURE RAANO A galUUM P £LA.S.D.D FOR MOUNTINQ AS PER ALTERNATN£ /I1 AND 14 RESR iMELY, ARE ON SHEET 144 AND 13 OF T7,. +50.0, 40.0 ps.1. FOR 78- Mee. PANEL lENG7H, AND +A .0. -50.0 p.e./. FOR UP TO 1Q3" PANEL ' L7p77uu� �� P. TILL/T�� 111,,1y� �� "�E '... "'• 9•'; Q FLORIDA BUILDING CODE -(Non Nigh Valoclty Hurricam lone) : � 3 �. = ozone 7tta'c0. rxc 0.050" BERTHA ALUMINUM STORK PANEL rev,R.c/*b ,.• - 2.00" DEEP - - EASTERN METAL SUPPLY, INC ` E- * �'�Lf•'•J `QP:' 1�, OR 42ee e6 WA F aeR4 rfrL AaM 9EAn4 ti MI)BO c9cm-v pHawf)7a9-e74L F1YL` (Se1%e4t-171! 6ID ML sw L m MOM M1 a1M O . • �� 11 '�FSSI(1N .4111 Owl- rm" 1 f7m)D,-un . In 1 fselnri9l n. r �v� w a r rso on w TER A. TUNf]J.. PE oRAR7+e Re AUM N mHm a OF 17 atsr' H � rz�a 161 t.NY tp' ■ham NEIDER r/I' I -0 1 8 ANDOW BOIL' r/ ma & MASNW •0 la' 6 C 09 ®- mar. it RU/tD OUT seat,W-I' . xfee LL rill, .ab• �• h I I IF---21t3• � � �• EIB�• �• !O• lam• ANC J ®;■ ter_. AM= QWLD an RRAI�w O OPT10NiL► 3■ ,far. ■Uo RL!H�/ OL/T NE!DER swt: an•'- r 730 r OSOW&N • n•a C. tf01BWbN 1 q WNf -WALL aeaD rn•- r' ,- LRQr KEY ME10P"1N a) scat: yA• - ,' sear, vf• - ,• 1Z fy HOLE /T PANEL •trr t 1tQA ROUND MOLE IT PINEZ .rn• � ra.r ' was-1 ��-I Arm• WAIL 1: wuD w/ *wc miff COMPONENTS © 097 JOLE wASNER (BSIIGPDM BldIr WAY-McaD av - P s A. FLORIDA BUILDING CODE'4Non High *01001tY Hurricane lone) otolt mYrco W- 0.050" BERTHA ALUMINUM STORM PANEL mAtIat,/A.A. (100" DM) EASTERN METAL -SUPPLY, INC � '' IL ECOinc. 410�578010604hE Irssr ROr aAa. ROL (B/)30-i.6Z rlb 9I)8 1-tb ' 11-221 sma a Immm.m.0 COMPANY . pomNmpor■,-. a SnP aVtI>LLa.>T.)♦e-Br-fm-0a0S ,el, DRINAb vFMm ". a 'rB6E, 0.�6ti71.9, T M JIPX- sA . t. 11 POURED CONCRETE OR 9 �130' '&OfX WAIL �) COACRE ANCHORS l/s. (SEE SCHEOUlF) CONCRETE ANCHORS fop& Pmrxm cONCRETenrreraRs N (SEE sWNEDueE) 1.o0D1 3 cane / " I- (sEE SCH WO c(TsaDPNRF cRE Amamms SCHEDUM sao• AA= SPACING) �s I I I � I I POURED EO• 1 POURED ea I CONGiFiWEX CONCRETE PWRW &a i mLhwm REOU7Rt'D i 2 REQUIRED ED. YJn. sEPA%41 Y 1 I 17Rn. CLASSSAFAR4AON � w TO CUSS M CLASS i tSl i � I I I I 1 I �1• TO CLAW I I I II I 1 F/• AR ZZAl ITO GLAn1//I' I-10 a J/�• " (S£E SfJiED ^m ® I I IS,S eNYTsW/ 7 1 i �Jpr NWG hVT o so0• one A REn-� 1 I li• o. a 1 ---- % PW ED. 1 I tlj I I 3 OR CONCRETE 1 Spp Mum E.D. ; RLRED �--� / i i i 1 REOIARED , i Gi�f CONCREIF ANCH� I I T• CONCRETE CONCREW t CONVEIEOR I (SEE SCNEDIAE) WALLI -0REQUIREDR CONCRETE BLOCK. WALL �' I 1 j , (OPEN PoSRATN �) REQNWED E 0, i i �—1 • Yi� S LASS I f A SECTION O ANCHOR 1 seas• a j 1.1�5'i CONCRETE ANCHORS AnrAAaRs� ( ScHovu) (SEE saTEDutE) a cone e Cone .riQ WALL MOUNTING WTALLATIed ' SCALE : 1/2• 1' T 4' 0-20 1C.L. sEcnoN ®ANCHoa SECTION 2 NWc a FEASTPOCONCRETE PoUREn CONCRETEOR CAVCRETE CONCRETE &OCR WAEOUSEOCK D ED. REQUIRED SESED. /e• . J/J�' E a �(E sa auiE oN rnTfR1DtlT WALL i i EYFRY SieN®3Na D .,1SECTION O STUDPo�REOWRED o la• a s TYP. TOP/BOTTOlk WALL AiOUNIING INSTALLATION 1.lai• �_� BUILD OUT INSTALLAlLQ�I sww o,Pro �ECTIDN__4 t f'UN ce05ED AT- SCALE, 1/2'NOTE FOR COUSTWON � 1' —(ry •SCl�ON 3 HURRICANE COMDRRiMS a canE U IDOU� CWNIN ANY WAr S.CAN a SUff ANY ruunaH. 1111111�� f r� v FLORIDA BUILDING CODE (Non Hlyh Velocity Hurrkane Zone) S£CnON-® STUD IyALL MO I%NG WTALAT/t�N ?; \GENSF •.,9 e�/l am 0.050" BERTHA -ALUMINUM STORM PANEL Y.CDV 1/L6 SECTION t sDuc : 1�• - 1 • (2.00" DEEP) la V SECnDN tsBRTD VALID AL50 FOR ; * •` * c c EASTERN METAL 5UPPLY, INC ewlc lrlfE rDNNTWe I AtUDON - sECTA7N a (roP) / /�"7- L i C IMe. �aee WESTAOIOS 0anc 'Q •. ,0F (Q ,� MWT TMINO t ENGW6ERIN0. {OYPANY NEST PA IY etEAnl, 7L JlI07 11-221 9p '•• !c( >o, wml aAoos nine. P1 aNe (ssl)xa eae� FAT• (ss1)e+1-v1E nrr r 4>W1R,-,es . w . (TmT.n-w, r. ra o vaa re OR1Nf.0 Ne S �C ` C'1\ 11 MULTEII'A.�LLIT1Jr.. PE m a-rN r .• MW a Or 17 ., ORI =_, sSM nl el 4� .11'1 claroal I:a u, e7 f1w /, S SECTION 5A eanl. SECt AA I I 1 I' Mtn. SEPARAi9oW M GLASS I 1 1 I 1 I 1 I � 1 I CnnE T I 1 I 1 1. MS'7/7 777777/77 I I ✓. I 1 AK'RETE I �i SOLID SET OR ELCO mob FANEMTE OR S.a TAPCGNS EyERRY SjUp C. D. C ®� ® W/i/4%-aD SIDEWALK BOLT OR G AT � CONCRETE ANCHORS ®DR ®'W/ IJ W/L/1 %-TD lRUSSNEAO BOLT r ♦ OR S,G T�7R6 E D. SCHEDULE I—E D.sw W SCHEDULE MR SPACAC) i \ PoURED CONCRETE I I I x_ 1 RR WRIRED EQ. I I LEA REOUlRED 7'I I'� 1' _ II POURED OR CONCRETEaLOCK WALL W I 1 REQUIRED 4 i hi B COAL I 1 I I 1 1 I h 11/�• I-a0 if Jf+l• I 1 � I I 1 1 1 I iO JY7JTO.0 1 1}yy I I I 1 I N6 G: I 1 ; 1 -II I 1' yn. SEPARADQIISEPAMT GLASSSfSMPA710N I • i l• PTO GLASS ; T i I j TO CUSS 1 I 1 I I p I 1 QNUTUO • I T STUD .SBOLTS • 1 1 $ 1 c I I EVERY Imo. I 1 L'OM I CnnL r y 11a• a s i a I I I ,Qof I I BLOCK WALL W I T t I REQUIRED - I @ 1 1 I RWIRID CONCRETE I 1• POURED CONCRETE 1' 1 1 I LTEDIARED I I REQURED 1 I SOLID SET O ELCO ma4 PANHLLIiE OR S.G. TAPCONS S E Q (SirE Q O ®OR SIDEWALK BOLT OR • ® OR ®W/ 1J Wll/4%-a0 THUS ma BOLT + (SEE SCTLEDLRE TDR SPACGAT) cI ume a FLOOR mom _MING A MINFLOOR AIOUNTI G D-IMCT WALL MOUNTING INSTALLATION j(�ISr�YJTION SECTION B IN TA AMW — SECTION 7 _ =7708 8 SCALE: I12•'- T' 7AIW0 NUi o • SCALE : 1/2• - I. SCALE : 1/2• - I• N. L D. - EDGE DMANCE SMEEISSG.9 d 11) 5MFF1S R ENF`r`/9 No. 44167 �. NOTE fQQ'T.4BB947ANJ OF SECT10N5 WAEVROGRIM"VG NOLIAMO SECTIONSLW BE CGW81NED IN ANY WAY TO SUIT ANY INSTALLATION. �_'0 :� .• y�O�.'• •L IV;. FLORIDA BUILDING CODE 02011 1eTEC0. LMG 0.050" BERTHA ALUMINUM STORM PANEL (2.00" DEEP) ALP-V Et/Aa ~ ire �I�` EASTERN METAL SUPPLY, INC CAM IL�E C O 1Me. TESTING E nLLiT nEO R ENGINEERING COUPAM7 am lug S N w. EN row IG e. Slla IIMr I {FO)<)t-tL10 . rm I L>On)NI-Intl ,Tee r:sT At11D5 Grmr IK51 PAW flEtrJl, R' 'T'H07 PIKN'E• (SO?)aDa-V9Z PAC (W0841-171e 1-22 i MUSING NO t14 m rO0�1"Y Wi p[s� MQ EVIL eNFEf 5 or 17 F8-o006719 WALTM A TILLIT Jr. PE FIORR A Ue. {NIT/ wi SOLID SET OR ELCO mole PANELMATE OR S.C. TAPCONS 0 O2 OR 0 W/1/4 0-20 SIDEWALK BOLT OR 0 7/B 0 r 3/32" ® OR (gW/ 13 W/1140-20 7RUSSHEAD BOLT + + WING NUTS` O 12" O.C. (SEE SCHEDULE FOR SPACING) AT PAN£LMATES OR S.G. TAPCONS I I I I I I 1 Q I POURED W I CONCRETE 1 REQUIRED N I I I I I 2 1 I I y I I IJ I �1 I 1 " Min. S£PARA110N I T TO GLASS I I I I I I I I 1 I I 7/e" 0 x 3/32" I WING NUT 0 I I c I EVERY STUD j ® 12" 0. C. I 1 I 1 I POURED d CONCRETE I - -- OR CONCRETE BLOCK WALL REQUIRED _ __ I I o 1 I POURED I +- 7" `_ i N 2 I I CONCRETE i t 1 � j REQUIRED J' J CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE) (SEE SCHEDULE) E D. CEILING A FLQOR MOUNTING INiSTALLA cont. WALL MQIWA/TtNG INSTALL�4 F101�t SECTION 9 SCALE : 1/2" = I' CONCRETE ANCHORS E. D. (SEE SCHEDULE) POURED l CONCRETE I 1 REQUIRED I••--£0. , I I I I a I I 1 I I 1 I 1 I j I I I I I 1 MIA. SEPAR4770N j TO CLASS I I I I I I I I 7/8"-o x 3/32" GONG NUT ® i EVERY S2UD ® 12°.0.-C. s E. D. - EDGE DISTANCE h S,,% 9 UEDL,E ON de 11) i NOTE FOR COMBINATION OF SECTIONS h WALL/FLOOR/CEILING MOUNT]NG SE07)ONS CAN BE _ COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SIDE WALK BOLTS -ARE 3 Vx3/32"IHICK CI HEAD MACHINE SCREWENC H d AS PER NOTES A.2 k 8.2 (SHEET 1) fiRUSS HEAD BOLTS ARE ll2'Ox1/8"THICK HEAD MACHINE SCREW W/LENGTH AS PER NOTES A.2 & 0.2 (SHEET 1) OF P-'-.'`I/7- -; FLORIDA BIJILDING CODE (Nan High Velodty'Nu rricane Zone) C,\GENSF'+.� ? eao,r m,rm M 0.050' BERTHA ALUMINUM STORM PANEL ue-v/R.r./Aa_ (2.00" -DEEP) VA4w en Tt i� E C O inc. 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MIN. iLIY' ] BRA7f YEENER 1 1/4' NGV, ' 2' 1 1/2' BRMK YEENER PENElIUTION TO PENETRATIN4 !0 tlAX CONCREX BLOCK _ - tr 2' 70 CONCRE7£ . _V-_- - B ' TD COACRE7E . t 4 '- ---- - ----- -- - 3 CwIL e - -- - ton}. ` `------ -- - - - - - - o A ---- - - O I I I I ° I I I I - 1 I i I I i I i i W I lRED IxIMCRE7E 1/410W ELCO mole 1/4 wa' ELCO nrok E105T7M7 j P.MaWTE WM AACHOW OR 1/4' 4 STEEL ANCLE "MM I I poa?m Ca4CRE7E PANFLMW MS ANCHORS OR 1/4. � Aw Awe LAM I 7NCREIE BLOCx AS APPLICABLE I 1 AS APPr'^...e I IAIKOA9 Cl4 1/4' I E7.CO WLE OR COACRETE BLOCK TAPCONS OR !/4' 1 E70'0 WE WAIL RECUAtE9 I I PANaw= (SEE trAM" FOR SPAC"). i , KWL R EOLW D i i PAYDAP E9 (SEE SCHEOIUJE TOR SPACYIC), i I i C! l i 1 P1 I i I I h SECTION f fA AIMIL-M SECTION f fA rc 77M I I I I I 1 1 - I ----- EXrSRNO -1 I - _ - BiGCIi $RL I I I 1/4' /-20 Y 11 4• 1 'r; S.S BOLTS W/ Mff I ;•' ' . •. i'• Jam. Ni2� LO'• I a E 0. EDGE !>aTANCE IE0111E t ll) ' I '1/f' HIN, j ' I �NFE7s SIDE WAIJt BOLTS ARE! 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(2.00" DEEP) aRAxN er.• UlLD OUT INSTALL4T/ON — o�la? �a`�,,�N�.ANDAS EASTERN wETALSUPPPLY, INC$ 1 WE57 AttL BFACN, FLJJ407SECTION f 1`s'S/ONAL��6dp nuJr nxtBlo�Je,oWnar.auMIRaAamLnaloYi RMO (WI)20Y-M&Z FAA' (W?;B4 -rlla 11-221 (]a1M>bI- -0G6714 (4m)•n-tl71 oa/wl rut K r DA1MMf. fb SCALE: J/B' - I • WALSHi A_ nLLlf Jr PE mo o.-w + 91EE7 W Or 17 F10WOA k 441_l7 'ADNCENT PAERTORLY ADJACENT PANEL REMOVABLE PANEL STORM PANEL 1/4' Max. CAP 14' Nax. GAP SECTION B-B SCALE : 1 1/2' - I" Cl10ENT ANEL 1/1' 0 TARCONS O 6' 0. C. W/ 1 1/2' 91. THREADED CONCRETE ANCHORS ErmEmnm TO E7OSTIND WOOD HEADER. h � C1 FIE OR ANY OTHER REQUIRED �RTP WRACK OR ANY O1HER I P TRACK ConLTODOLTS. �� WOO D HEADER REQUIRED W/ 7/e• X 3132' WING NUTS AT X� G W 1 Y-20x1•s.s, �DEWALX a I' A n. SEPARATION BOLTS W/ 7A' X J/J2' RLAP AT I, A6� lu7�RA1ux TD CUSS 7/6'+_JJSY N1NO NUI O EY£Rr: STUD a TO GLASS OVERLAP �Q3 RED L�ONCRERETE W _ OR CO NCRm C I 7�///gp� x J/J?' r NUf O W REQUIRED - .rARY STUD _ O 12' D. C p� PlA7E REO D.' I/4' I ELCO PANEUNTES OR SO. TAPCONS W/ 2• ION. SOLID SET OR SC TAPCONSp O • p, C AT IN OR PANELWIES ANCHORS O 6. O.C. AT ADA400 O-C, OF PLAJF O 6' OA. OF RATE 0 O ADIAOENT PANELS PANELS WALL MOUNTING E,� am - I INSTALLATION SCALE : 1/2• - 1 � WALL =TION AWYNTING INSTALLATION SLUE r +n• - I* I -INTERIORLY -REMW&E CORM PANEL SECTIONS MAX. A.S.D. DESIGN PRESSURE RATING = t50.0, —50.0 P.s.l. FLORIDA BUILDING CODE (Mort Wgh Velocity Hurricane Zortel 070/I 1xTEm, s� 0$50' BERTHA ALUMINUM STORM PANEL (2.00n -BEEF) M.a.KAzlAA. Aum ar 11LLR TCSMW t ENOINEERINO COMPANY lD! Ns. i4L+lL 4sZS NICOn yxcm. R 311M nun L>Aslnrna. Tu 1 am)hl-Al ®- TIUTTJ yµLFlEg �1i11f EASTERNSAL SUPPLY, INC 4251AM '1'TI07 WEST PAY MAD% IL PHOILp (SBI)2N-&M PAX (MIMI-17I6 "Awl,I D T I —u' T DRAW No pm aFla ✓I - SNLEf 17 7 aT wl CEILING it FL m DMDM um- /NSTALLAT/ON — ,�ECFION i3 SOALE 11/2' - 1' L D. . 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INc, O'.050" BERTHA ALUMINUM STORM PANEL N.r 0u../Aa (2.00" DEEP) aa�wsr SUPPLY, INC 12 , am EASTERN METAL I.L E CO INC. 424e NEST RaWS DRNE NEST PAW BFM.AA R tJb7 RAMC' (3er1iOD-a7eJ TA1m (WI)841-,71a 1 ] 221 JT fE5T410 R ENWNEmUNO COMPANY NJa aa. a. a.» weAu D1A9Da n, ara new. i Aa - -1t10 - b i (]mNpA-lu, 40*W ND b. w fir. IR lR Dui ® a9DenD AW aA A. nwT J1.. P.E as.IM ' SIIEE'1 II a 17 I • AAh ALTERNATIVE 2 sate: 1/2' - I' 1 �1•Y G A , i�r AP71DN /I 1 AE Aid AAi ERN TI�I E 3A Y —I' A51. SEPAR477ON_ TO &ASS 1/1. /-70 • JW ' SS. BOLTS t.. J/Ja MG N e_ la' 0. C. SEP. CLASS i t 1 Cwt. _ O J �.: •: I EVD 1a -12 S'A TU 8 DC. c I 5� 7 � /7A �f�I11MDrz :•1 , 1 NOTE FOR COSOM R OF SECM _ y� CW BANY PEHEJRAAON 1 COMBINED IN ANY w INSTAWAON. �R 9 Cent NOTES: `SSt .• •: 1. INS7AWAONS ARE ONLY VAUD FOR MAX. AS.D. DESIGN PRESSURE RA No. 44167 SECTION O STUD AND PANEL LENGTHS AS PER SCHEDULES R STIErr a-Z . AT ALEM 1 7. SEE ANCHOR SafMtJX ON SHEETS M & 77. :•. `F r !. WOOD S Be 70 SOUTHERN NEW WOODrRAME •0.55 S=�QO��•• P: PPN£ Na , W/ SPECMC DENSRY OF OR EQLAL, •L �\�(Velt1t ss�'•�j1111 //4' 0 rAPCONs W/1 //7' YIN. AfRFADED PEM7RAAON FADER. (SEE(SEE Sf7CDU[Q 1 I I I ry 1 T I I ^' I I I aR i 1 1• Aft ovmn&v ro &ASS I 1 i I j 1 1 I cw. (OfiN POMWN ♦) %* 1 1 fl' Yh JMVFAOED ScCnON 0.7WCHR # PG7E (SEA' SdIIDU!£) fa• WING NNT ® 1 PCSMN ♦) iT"rI311 ♦ tlOff: SNAP GP ®TO AT NON HURR CLOSED_ HURRICANF OONA7ION5. MOLIA WL DING CODE (Non High VelooNy Hurricane Zone) 02911 A&IFM, Or 0.OSO" BERTHA ALUMINUM STORM PANEL ALcr./R.L'./Aa (10V DEEP) "*1 ffe EASTERN METAL SUPPLY, INC 17/wo I AM& 4788 mm ReADS RA£ XE57-PAIY ffiG& R- 'vb7 PF110E: (581)7M-A7Q FAO tSB/�I1-17/6 11-221 SnMO t ENo1NEEIUNO OoYPAN1' Iti O. 11.. 791 {WQIQ 9nmFN9. R y1M (x1-71_ep]9 . I®, 11m101-n71 ORAN}NG hb K. mo>.le rrt ar. rrt E9-0008719 WALTFA A71Ulf Jr. P.E I1D18OA Lie. AHi47 I• AV p-lu +~ SNE[T Ia 11P 17 y10 TAPODNS 1 1/2' Ar DIROAOED EIPoRATN TO IX's- V) HEAOfR.(SEF SClIED1xFJ 1' ACa w/; oi'�rWN. >HRi 5mPpEI7RAT10N ALTERNATIVE 5 SCALE: ?A'- I" 11 ecT MIZVE_ 6A SAME: 1/2' " 1' (UMIT£D TO +60.0, -66.0 p,s.f. DEMON LOAD AND UP TO 9'-0' Max, PANEL LENGTH) t 1 1 I I t � nTNO inif 9 CAL o' OE1�(6RNo a% I „ w% 1 ;jr u' THRFi10ED T10N (Sir SCHZDVW gagJYVE ALTERN TIA VE 7 VALE : 1/2• 1' Sa" : 1/2' 1' t' x 4' + 1/6' A(]bm(6WOE UJ S/16' + G SCREHS JO CH J LOCATE OR7 LOCATE SCREW AT uown((pn+ of mme NOR maom NNWD/Ia,RMAL�IIDD/J DTIaE O = Al I 1 f/I % x 3/4" i I iFX SC TE 6' O.0 i � ® Can4 I t 1 I 1 1 1/4" a-20 + 14 i �WIrIG/6NUTx � I 1 ALTERN T1,1 „ VE 7A VALE: 1/2' - 1' (LI68TED TO +60.0, -66.0 p.s.f, DESIGN LOAD AND UP TO 9'-O" Max. PANEL LENGTH) 1" A" SEPARATION TO CLASS PAAI uA1E2 OR SG TAPILONS W/ 2' lrM. DIRFiAGEa PA'ETRA716Y O YA711IDM -Wig"SCIIEDLAFJ A T RN TIV 8 I�,,,.l..r..,,,,,, scar: 1/2• 1• �,10 tit A. '� iVCEIy ��`9: 167 rams RJSTALlATmAS ARE ONLY YAIID FOR MRJI. ASO..DES" PRESSURE RAONO NOW TOR COETBINAnON .OF SECTIONS : F -��'`FS; :�IORIDP: �' t��Q,�`�` 1. AND PANELS LENGTHS AS PFR'SBNEDUIES ON SNEET 2 (EXCEPT AS NOTEO) _ N,A/mom/CE.�Nc MO��, SErmNS CAN BE INSTALIADON.. s/ \C\ 1,1 L SEE ANCHOR SCHEODLE ON SHEET 16 k 17. COMBINED IN ANY WAY TO SNIT ANY r J, FOR NEW tfO00 FRIYF CEINSTRt1C1lON: WOOD AMMERS 70 BE SONTHERN xirAIId11 FLORIDA BUILDING CODE (Non High VliDctiy F{urrtcane Zone) PIN£ Na 2, W/ SPECIFIC DENSRY OF 0.55 OR.EOWL 0.050' BERTHA ALUMINUM STORM PANEL u.a A.o 020t1-TC7mi NC. (2.00" DEEP) r2/a/n EASTERN METAL SUPPLY, _INC 64m L E C O tmC. 426x HST RONS OBAF TILT 7Es"N0 k ENGtNEGINO COMPANY HEST PALM LrfaA n u407 f 1-221 P116MC E561JT02-4762, FAX (580841-17/8 6b! RY. .14C. s, 4 ]f:3 Nmq W1A1pL R }11Y ru.,. , {am11nr1Yo . /o > (al9j•11-IY1 r. ■ +v1�+a � s+.. et4®a .� IH'AH7NG ND _EB-OOO.E7t9 - . ao m-ra a SKEET 13 OF 17 T ' 1.-sriu 2' 1/4" o LONG ELCO PANEL MATES OR S.C. TAPCONS W/ 2' Min. -THREADED PENETRATION TO EYJS77NG WOOD HEADER. (SEE SCHEDULE) I I 1 I I I I I 7/e 0 x 3/32' i I I I WING A ® 12' O.C. I I I N I I I I I I I I 1 I I I I I I I I I I I I ,41 1 1/6' 0 x J/J2' 1 ww NU7-® EVERY STUD 2 a I Cont. 1/4' 0 TAPCON: W/ 1 7/2' M)n. WOOD TRUSSES OR RAFTER 0 24" O. C. REQUIRED — i r 1/40 x 3/4RW/BUILDEXTEK SCR I .0- 6' O.C. I I I I -� SEAIVA7 I TO CLASS I I I I I 1 ALTERAWME 1OA .SCALE : 1/2' - 1' (LIMITED TO +60.0, -66.0 p.s,f, DESIGN: LOAD AND -UP TO 8'-O' Max. PANEL LERM) I 1, x 3/32" I I I I I I I I I WING NUT m I 1 EVERY STUD I I 0 12' 0. C. I 11 i I 2" x 6" Conf I I I WOOD DECK REQUIRED 1.000. MIN. I (ND KNISH /A OWD) I I L I/V 0 TAPCOIPS ALMTN-AFIVE � ALTERNATIVE f0 T R WED2PEN'ETRAT70N SCALE . 1/2" = I' SCALE : 1/2" = I" (SEE SCHEOULF) 1NSMALLdTION DETAILS ON EXISTING WOOD BUILDINGS —I'm 4' x 1/8' Min, (6063-716) Alum. TUBE W/ (3) -5 6' 0 x 4' LAC §CREWS TO _EACH JOIST, LOC47E SCREW AT MIDWIDTH OF EXISTING WOOD MEMBER (2- Min. NOMINAL WIDTH) W/ 2' Min. THREADED `hr PENETRATION, qJ W NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX. AS.-D. DESIGN PRESSURE RATI dr PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EYXEPT AS� NOTED) 2. SEE ANCHOR SCHEDULE ON SHEET 16 3 17, 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 : ...loft, WALL/FLOOR/CEILING MOUN77NG SECTIONS CAN ]N, 1,1V�ZER A, COMBINED IN ANY WAY TO SUIT ANY INSTALLAT7�11 'L STATE OF _,, 7ONq� EN�I�,1 FLORIDA BUILDING CODE (Non 1HBh -Varbit;.iiW led(le Zone) 02011 WOO, -me 0A50" BERTHA ALUMINUM STORM PANEL (2-00" DEEP) DM*w BY., w EASTERN METAL SUPPLY, INC 12DAM lL •r 0 � M C. 4269 MT ROWS anE 1T TEs11NO Q ENOINEV COMPANY M£ft PAIN �AU6 1L JM7 11-221 Nf..lw 0. m 2u, MfJI 9"ooa R nIM NA'1YE (561)209-M" W, (561)9/i-17/6 nvr, pn1n,-ism . w : ryC+IEr:-YJ31 mane sort a ry OW11IA17 AN E9-0008719 V FL R A TULT Jr., PE m a-�o �" SHEET 14 OF 17 ftORIM llc. 44167 PENETRATION II' OCSTING r�,Taa� BRICK V£EN£R 1/,1xB' ETOO male PANELWTE 7 7/e' Nin. PFNETRA170H ?' EXISTWG rYan� BRICX VVERf1ER r/,%xH' ELCQ mole PANELAATE ANCHORS oR 1/4 I IAPCONS 7YA5 ANCHORS"OR 1/40 (SEE (SEE SL'HEDULQ, (SEE SCHEDULE). - - -_- - - 250' - --- - 500" 250" x M i h WOOD HEADER I ; h WOOD HEADER 1 I REDWRED I REOUWED IXISDNC i ont IXLS1lNC ANGLE uNm i � S/ED- ANGLE TEL APPLICABLE II AS A AS PPlN:IBIE ; II AS i 11 ----SfPARAAON II TO CLASS 1 t W{u I I' I!I i I� 1'MhnGJASS I I .� t , RN A i A BMCK SILL i WOOD PLATE I I I b ETITM'D I h NA41Ytl AS 1 J' Nn. E I PENETRAAON __ I IXIS II' x 4 • --LK 2, � Cont O 15' O.C. Max. REo'o iX750AC Mhl_ IA--PLYWOODIXISTMC 11410 x e' ELCO mole PANEU44TE REDD i7YP) W/ fAS1EMNG BR/CK52L 1/4• -IIo x J/,' NAS ANCHORS OR 1/40-TAPCON 70 SM S AS PET1 SS BOLTS W/ 7/3'x (SEE SCHEDULE) 70 EXIS71NO PLYWOOD. SECDON 2304 OF THE J/,tt• yyNc ,yam I'LORDA BUADWG CODE. O fY ALTERNATIVE 11 R L;D-GK/T INSTALL4Tlf�N SCALE : IA' - I' * VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50:0, -60.0 p.s.f. FOR UP TO 78" PANELS LENGTHS, AND FOR +50.0, -50.0 p.s.f., -FOR PANEL LENGTHS GREATER THAN 78' UP TO 108" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS MNIM A ALTERNATIVE 11A NDTES: 1. INSTALLA710NS ARE ONLY VAUD FOR MAX AID. DESIGN PRESSURE RATING AND PANEL'S. LENGTHS AS-RER SCHEDULES ON SHEET 2 (EXCEPP AS N07E0)- 2. SEE ANCHOR SCHEDULE ON SHEET 18 dr 17. J. FOR NEW WOOD FRAME CONSTRUC77ON: WOOD MEMBERS TO BE SOUTHERN PJNE No. Z -WI SPECIFIC DENSITY OF 055 OR EOUAL NOTE iOR CONBW0411 OF SECRONS WRIlROOR/CEDJNG MOUNDNC SECTjAMO BE COMBINED IN ANY WAY TO SUIT ANY M 11T/N,//Uxiii .A� r r F *, ZONA FLORIDA BUILDING CODE (Non f�gi1 {�ekalty Hurricane Zone) 02011 DLa= WC. 0.0501, BERTHA ALUMINUM STORM PANEL uev.�Rt./A.a (2.00" DEEP) DRAWN er. EASTERN METAL SUPPLY, .INC. f'D4M' ILE C O inc. TIWT TESTING t ENCIMEEIlINO COMPANY „�e Wesr RGAns LwNE W" PAIN Bax I, ti 5809 Pl1GVL` (391)70D--ei6x �, (SSI.fS4/-7716 11-221 �' b" famp7g�M1 .Yi (i ldl=l" DAMAW �e EB-0J rnm _ arr .Ic_ P.E.P.E HLLYr m pFIN NElT IMOF 17' 1 ,/I• I TAPCONS W/ , 1, 2t MAE OBWADED PD:ETRADON TO Dmm 14a00 HEAODT. 1/4• 0-20 S S WCHINE ISEF'SCMEWII£i BOLT ' O. V/ NUT A• WASHER — 0 :2a $ - 1 I 1 0 12. 0. C. - 9 Cent 1 1 1 I 1 1 I h 1 I 1 1 SEPA94Td7N j TO GI.tSS I 1 1 I 1 M 1 1 I o I 1 1 ' 12 IS' 0. a 1 Amu 1 1 1 I 1 1 „ Cont. I ]NRF.dCIED POYE7RAIpN (SEf SCIILDIH£J ALTERNATIVE I SOME. 112' 1' NOTES, I. WSTALUIiTONS ARE ONLY VALID FOR WX. A.S.D. DESIGN PRESSURE RST7NC ANO PANEL'S LENGTHS AS PER 'SCHEDULES ON SHEET 2 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. J. FOR NEW WOOD FRAME CONSTRUCROM• WOOD MEMBERS TO BE SOUTHERN - PINE Na. 2, W/ SPECIFIC DENSITY OF D.55 OR EQUAL ..-NOTE FOR COMMM00H OF SECTIONS -WALL MOUNTING SECRONS GAY BE COMBWFD IN ANY war TD Stnr ANT WSTALLArdY. TO .eke NDOD X�I 1• PLATE Rf0•D.J 1/I'Y 7Ar'CONS S0. T.NCOTIS C EXINRNGh�M.eh 1/2' PLYNID00 " 'D I„r� W/ FASTEM"G TO STUDS AS PER SECOON 2JLH OF THE fLORMA BUL01NO CODE. LTERN VVE 1 A SCALE l 1/@' - 1• * VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING +50.0, -60.0 p.s.f. FOR UP TO 78' PANELS LENGTHS, AND FOR +50.0,-50.0-p:s.f., FOR PANEL LENGTHS GREATER THAN 78' UP TO T D8' "%% FLORIDA, BUILDING CODE (Non Nigh Velocity Hurricane Zone) T.� De11 �y , 0.050•' BERFNA ALUMINUM STOR11 PANEL ,caw/xt✓Aa y* (2.00n DEEP) aRANN ft �;• � EASTERN METAL SUPPLY, INCWL u/ogYF a>E . �O •'.• /� •' �Q ` F (�•.. ZORIDP:(,�`� �� �V '•••- E C V mc. TIILT T[Si1NO ! ENWNtIRMO COMPANY a1 M®M OMDOR R. S11M 42M .rs, RWOS OWW WZ57 PALM BEAM FL ya7 AAGYE 1561)20D-82J7, /AC IJBI�II-1718 T 1-221 p\ ,11 S/ONAL Ea a. Rw. ]In s. W. r� , anmte' o oew9 cmxr,-,vl m,r a .. ,m DaA m c Fb /�'` -•....n,rFlll DALtFA A TIIlf Jn, PS °t0 a-Iw , SIaLT 15 or 17 FLOtiIIIA U. 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Lum L.(AJ 46APOON AvnrW lWs +4aA -400 UP 70 +60.0. -60.0 1Y WA N/A 1 aw) 8 R LESS 12' WA N/A 1 (Barrow) 17' WA WA 2 (R7P) g• WA WA P (BOI7q,I) 8' WA WA 34 (TOP) g• N/A N/A J (BORON) 17' WA N/A 4 ?W) 12' WA WA 4 (BORON) p• WA WA & fW) 8' WA WA J (BORON) 8' WA N/A ♦ (BORON) 3 1/2' WA N/A 7 (Borrow -WA I2' - 12' _ 8 (TOP) WA- 1P' 12' _ a Marlow) MIA IP.' #' 9 (r0P) 12' WA WA 9 (BM7DN) 6" WA NIA to (Borrow) .. g' _.NIA 9' 1IA (10P) 4' • WA 4' • II (BORON) •. 8• WA WA 13 (rap) 8' N/A MIA 13 (BORON) 4' • 4' • 4' • 14 (8011W) • YALD ONLY POR UP TO +DD.O, -80.0 P•t(. 94x A.S.D. 0641CN P— RATTNC MW 78' Nor. PAMM LEFM.7HS OR MR UP TO +50.0, -MO A0 NAR ASD. DEWN PRESSURE RAIINC WIN 98' Ma. PANEL LVXW. FLORIDA BUILDING CODE (Non High Velocity NlLrricone Zone) emit rw= An 0.060" BERTHA ALUMINUM STORM PANEL N.aY./tc/,La' (2.00" DEEP) ZRAw or IL E C O �M�. EASTERNM 'ME268 *W TAL SUPPLY, INC 1"biMD41E,' ME k DMINEQi1NG (77NPANY WW PAW BFACK FL J1407 17—?2T A MW. 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