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HomeMy WebLinkAboutSUBMITTED PAPERSJ PLANNING & DEVELOPMENTS RVICES DEPARTMENT • BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 `SCA/V �o 772-462-1553 St LU Qy �,e hoc/nty APPLICATION FOR STORM SHUTTER PERMIT DATE: //71/ PERMIT NUMBER: 1. LOCATION/SITE ADDRESS: 11111-3 A51 u i /'4 14 VC- Pi Po'C,e, Fj ,5y cJ �r / 2. PARCEL ID NUMBER: O (n --So o 0166 —O 0 0 - 3. DESCRIPTION OF PROJECT R WORK ACTIVITY: - 5-Mu r 4. TYPE OF STRUCTURE: SIR ADDITION OTHER 5. OWNER INFORMATION 6. CONTRACTOR INFORMATION Name: R q-T e,- Mae- i r- 41V, ,r zee' 92c! -C FL Reg/Cert #: 5CC / O Address: lgll 3 Q a u, /a /� N`r County Cert#: C- City: -1jt' e c -c State: Business Name: e� ei emit s Zip:, ,/ Phone: 6/0- Phone number: 691— eg-o Type of Surface attachment: Wood Frame Concrete `A Masonry 7,K* Other ypProduct Maximum Opening Pressure per A.S.C.E. 7 Pr `� O12, ar . Method of Attachment As per Product Approval or Engineers Anal sis 120 mph 130 mph 140 mph 140 E N.O'A. Other Anchor Type Anchor Spacing Removable Panels Accordion 50.39 09-D909.63SS - a ®.x, .S« .Z-6t ec� Roll U Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBA X 7. VALUE OF CONSTRUCTION: $ 3.900 • a o FEES DUE: 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 withallapplicable leaws regulating construction and zoning. J'2�C✓L7 �IB/ / PRINT NAME OF OWNER OR C(&TRACTOf L/QUALIFI�ER SIGNATVOO R OeRC 0 STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFOREi ME THIS I C� DAY OF f OR HAS PRODUC> I I AE OFNOTARY TITLE: NOTARY PUBLIC SLCPDSD Revised 96/17/2010 20BY,qDbe�� S Va J ` 1 WHO IS PERSONALLY KNOWN TO ME /—+G�rl O Q�., ."� •. DAWN MILONE TYP NAME OF NOT ' r COMMISSIONV)W,52587 COMMISSION NUMBER . ' EXPIRES: March 22, 2013 r.. �:•:a�• . c--'j1UUU tnru Notary Public undorwrhers Property Appraiser - St.Lucie County, FL Page 1 of 1 PROPERTY RECORD CARD ,Roger P Macie (TR) Record: 1 of 1 «Prev Next» Spec.Assi Property Identification Site Address: 14113 Aguila Ave ParcellD: 1306 Sec/Town/Range: 06 :34S :39E Account #: 1380 Map ID: 13/06N Land Use: SF R Zoning: PUD City/Cnty: St LL Ownership and Mailing Legal Description Owner. Roger P Macie (TR) Margaret T Macie (TR) SPANISH LAKES Address: 14113 Aguila Ave 439) Fort Pierce FL 34951-4307 Sales Information Date Price Code 2/17/2010 0111 12/8/2009 52500 0116 4/28/2009 100 0112 7/25/2005 167000 00 7/9/2004 118000 00 1/15/1999 100 01 Assessment Deed Book/Page 2010 Final: LE 3178/0439 Assessed: SP 3157 / 1437 Ag.Credit: CT 3096 / 1069 Exempt: LE 2321 / 1096 Taxable: LE 2019/0196 Taxes: LE 1202/1371 BUILDING INFORMATION nt Taxes Exemptions Permits Home Print i00-0150-000-3 ���1CIE C�G2 s s ie County BLK 50 LOT 2 (OR 3157-1437: 3178- !01Q Final Total Land and Building 80300 Land Value: 15000 Acres: 0.14 80300 Building Value: 65300 0 I Finished Area: 1714 SgFt 11 lB B jf-J�-�'� BPS (mBB 1 1 (®) N 1 11 Exterior Features View: - RoofCover: SD - Dim Shingle ExtType: HC - HC YearBit: 1998 Grade: C - C EffYrBlt: 1998 StoryHght: 0010 -1 Story No.Units: 1 Interior Features BedRooms: 2 Electric: MX - MAXIMUM FullBath: 2 HeatType: FHA - FrcdHotAir 1/2Bath: 0 HeatFuel: ELEC - Electric %A/C: 100 %Heated: 100 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use SDSF - SITE DEV S-F Y 1 1 AV AV 2001 1 0100-SF Res THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJE 18 o Image vailable RoofStruct: HP - Hip Frame: - PrimeWall: BS - CB Stucco SecWall: - PrmintWall: DW - Drywall AvgHt/FI: Prm.Flors: CU - Carpet %Sprinkled: 0 Type Measure Depth LFI -Flat 1 ;T TO CHANGE AND IS NOT WARRANTED. httD://W W W.Dasic.orfJDre.asD?nrclid=13 0650001500003 12/29/2010 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUC FILE # 3549318 QT�--700K 3259 PAGE 1314, Recorded 01/10 at 01:18 PM .ti AFTER REMR12ING•RETURN TO: All Shutters & Screens, Inc. 569 NW Mercantile Place Port Saint Lucie, Florida 34986 I PERMITNUMBER: ' NOTICE OF COMMENCEMENT 'Ilse undersigned hereby given notice that improvement will be made to certain real property, ti Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUI id in accordance with Chapter 713, IM(6-604-0a50-oo0 3 2. GENERAL DESCRIPTION OF IMPROVEMENTa Hurricane Shutters: 3. OWNER INFORMATION: a. Name _ e b. Address �f it n u r /A f - ,i ,, FZ `39`s�interest in property Owner d. Name and address of fee simple titleholder (if other than owner) - 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: All Shutters & Screens, inc. 569 NW Mercantile Place, Port Saint Lucie, Florida 34986 772-621-4084 5. SURETY'S NAME, ADDYWSS ArvD rnusz n umacn a — Dul— 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: n/ a 7. Persons within the State of Florida designated by Owner upon whom notices or other doc Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: QWJ1,ea1 GIA+ If 8. In addition to himself or herself, Owner designates the following to receive a copy of the 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE. NUMBER: n/ a 9. Expiration date of notice of commencement (the expiration date is 1 year from the date o specified) 20_. may be served as provided by s Notice as provided in Section unless a different date is xt Phi riYJa2re� Ro4c�r1' h��cie moa Yke t 7 ivlacie Signature of Owner or Print Name and Provide Signatory's Title/OftSce Owner's Authorized Officer/Director/Partner/Manager State of Florid County of . AAr I G ^ The fn/�oregoing inswment was acknowledged before me this 'I � day of cV e"T, ,as (N� f person) (Type of authority ... e.p . Owner, For (Name of party on behalf of whom instrument was executed) Personally Known_ or produce L4 oe�s a f/- (Printed Name of Notary Public) (Signature of Notary Public) Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true belief (section 92.525, Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized OBicer/Director/Partner aria �n 4 By: X P do/" 6-t:ce ey-,,e-�---� Rev. 0&30 007(R—Mint) 20-Z!9—. trustee, attorney in fact) ,STATE Of FtORI'DA iT, LLiCIE 0004TY TM, IS TO CERT IF) THATTHIS to A TIA7, AND C,ORRIC.I C69YOFTHE ORIGiflAL., J0 SNIT , CL K j i BY: epatyCicc+t Date: J 411 X E ALL SHUTTERS & SCREENS Covered Patio Garage Roger Macie Residence 14113 Aguila Ave Ft. Pierce, FL 34951 Accordion Shutter Install 1 7 2 1.1 5 4 3 DESIGN PRESSURE CALCULATION for Exposure B, Wind speed 130 mph and Mean roof height 15 ft Contractor: Preparer: Project Address: ALL SHUTTERS & SCREENS Bob Stott 14113 Aguila Ave Ft. Pierce FL 34951 # Width Height Location 1 93 101 Interior 26.80" �629.40 2 75 64 Interior 28:20 -3U0 3 54 58 Interior 28.90' -31:50 -. 4 28 39 Interior ,. 3,0.40. ,. -33.00 5 28 52 Interior 30:38 -32:98:,, 6 28 52 End 30.38 -40.67 7 112 58 Interior 2749 -30.09 8 54 40 Interior 29.70 -3230 C) W WNjO�OW-10040ktW W N N" N N N- W N - - - - i- i i-L i COOo-1O)Cn,p CA) K) Z Op WM-1M0a1 W N M m z -o 0 x m coo N N w coo � o=Z N N N=a cn + a w c w _ m o X X ccn a Co w 0 Oh o c x= m c a M N N �m M x a z z z z z z z z yo 0 aaaaaaaam;a-n A� (Aa 4h zO G) M n n n n n n n n CO) O O O O O O O 0 C aaaaaaaaCD� 0 0 0o 0 0 0 0 0 0 0 0 0 0 0 0 � t 3 L 7 t 7 3 3 3 O •� n 2 O a c. CL a c. a - a O c3, 2 � C +� M 70 c c n14 CD m v C r m Florida Building Code On, i Page 1 of 2 k 'BCIS Home Log In ' User Registration Hot Topic Submit.Su charge Stats & Facts I Publications FBC Staff SCIS Site Map Unks Search rLi`l Product Approval USER: Public User E10-1K Aonroval MeD > r du gLAppjMtln Se r J > ARRiSaL4R.Li5t > Application Detail 0. FL # FL389-R2 ' w i.- Application Type :•, . , r Code Version 20' Application Status pproved Y` r xt Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 3340.7 (561) 841-5480 bfedley@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Walter A.. Tillit, Jr. P.E. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2010 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence EL3_R2 COI Certifica Lo2of IndepeLtdeOce,pl) Referenced Standard and Year (of Standard) standard Year ASTM E=1886 2002 ASTM E-1996 2002 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sectigns f%tn the Code a hq://www.floridabuildiag.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 6/18/2009 Florida Building Code Only; _� Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/10/2008 09/15/2008 09/19/2008 10/14/2008 Summary of Products FL # Model, Number or Name IlDescription 389.1 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by ��#08-227 Blade 1 Only- (Non-HVHZ)- Drwg tracks (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R2 II Drawino OB-227_PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level "D" max. span is 161-0" for FL389 R2 AE. Product Evaluation Reoort,PDF 30.0 p.s.f (for symmetrical and opposing centermates). Created by Independent Third Party: Yes See sheet 9 of 14 of installation drawings for other spans and pressures. This product shall not be installed within High Velocity Hurricane Zone as defined on section 1609 of the Florida Building Code. Back Next DCA Administration Department of Community Affairs Florida BufldIng Code Onlfne Codes and standards 255S Shumard Oak Boulevard Tallahassee ffodda 32399-2100 (850) 487-1824, Fax (850) 414-8436 O 2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: V�riL6.IIApn` SICBr7ii Yl�11r. AtrROY! • • S M1 • . 4 http:!/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgyYYHH2vJvx5... 6/18/2009 /T1 L Eco 1N�. TILUT TESTING & ENGINEERING COMPANY WALTER A. TUM, JR-, P.E. tilteco@aol.com FL P.E. License No. 44167 FL E.B. Lkem No. M719 PRODUCT EVALUATION REPORT REPORT NO.: 08-0908.03 DATE: September 8, 2008 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB -CATEGORY: Accordions PRODUCT NAME: Bertha HV Accordion Shutter System SUBMITTEDBY: American Shutter Systems Association, Inc. (A.S.SA) 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. 9B-72.070, Method I of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2007 edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT MY—D.): Drawing No. 08-227, titled `BERTHA HV ACCORDION SHUTTER SYSTEM", sheets 1 thru 14 of 14, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 09/05/08. This drawing is an integral part of this Evaluation Report. 2.2. TEST REPORTS: - Large missile impact and cyclic loadings under ASTM E 1886. 6 JW, ISP6 j as well as Protocols TAS 201 and 203, as per section 1609.1.2 �si1= g; 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871�-153ii'Fax:. (305) 871-1531 2 PRODUCT EVALUATION REPORT NO. 09-O .03 Code. Uniform Static loads in accordance with ASTM E 330 and Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01-03 and 0715.01-03, dated July 18, 2003, and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E. Tensile test as per QC Metallurgical Report No.3DM-388, dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha HV Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1612 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 7/15/05, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE EMPACT RERSTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM E 1886 and ASTM E 1996, as well as Protocol TAS 201. 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span shall be as indicated on sheet 9 of 14 of Product Evaluation Document (P.E.D.), drawing No. 08-227. Maximum Anchor Spacing shall be as indicated on sheets 10, 11 and 12 of 14 of Product Evaluation Document (P.E-D.), drawing No. 08-227. Accordion Shutter System has been verified for code compliance to work as a non -porous storm shutter assembly, as per section 3.3.2.7 of ASTM E 1996 Standard. 5. INSTALLATION: Shall be performed strictly in accordance with the details indicated on sheets 4, 5, 6, 7, 8 13 and 14 of 14 of Product Evaluation Document (P.E.D.), drawing No. 08 227. Minimum- separation to glass shall be as indicated on sheets 5, 6, 7, 9,13 and 14 of .14 of Product Evaluation Document (P.E.D.), drawing No. 08-227. Requirements for use of locks and/or locking rods shall be as indicated on Notes 1 through 5 on sheet 4 of 14 of Product Evaluation Document (P.E.D.), drawing No. 08-227. - 6. MATERIAL CHARACTERISTICS AND SPEC Shall be strictly in accordance with General Notes and Compc�,#s 1 through 3 of 14 of Product Evaluation Document (P.E.D.), dqN n %N' Wr ice• yc �M• rr. C- r r- PRODUCT' EVALUATION REPORT NO.08-0909.03 specifications shall be as indicated on sheets 11 and 12 of 14 of Product Evaluation Document (P.E.D.), drawing No. 08-227. 7. LEVH TATIONS AND CONDITIONS OF USE: 7.1. Shah be strictly in compliance with General Notes No. 1, 8, 9, 10, 11 and 12 indicated on sheet 1 of 14, of Product Evaluation Document (P.E.D.), drawing No. 08- 227 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167) , President of Tilteco, Inc. (Florida EB-0006719). �. "�-D .r �•• r�lf • U 0 W.i _. � -r I. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.EDINGH ODEEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILTHIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd-0.85, IN ACCORDANCE WITH ASCE 7-05 STANDARD. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D„ AS TESTED, WERE NOT OVERSTRESSED, A 33X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS WI USED IN THEIR ANALYSIS, BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS µ0214.01-03 AND µ0715.01-03 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND Am E-1886 AND E-1996 STANDARDS. 2. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BEµ 102.75 ANDµ 14XI,75 RESPECTIVELY, 410—HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 ksi TENSILE STREGHT. PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD® COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksl YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. S. BOLTS TO BE ALUMINUM ASSOCIATION 2024—T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 k5i MINIMUM YIELD STRENGTH, 6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIFICATIONS. 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING, COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC, 8. 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. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, 9. EACH UNIT MUST BEAR A PERMANENT LABELIN A VISIBLE PLACE WITtL WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK& OR ALTERNATE LOCK W) MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK W (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK ® , OR AN EGRESS H.V. LOCK (V SHALL BE USED. 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER 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. P.E. 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D, (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 SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.O. 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 (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 REVIEW. (e) THIS P.E.R. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. /7i=LE =NC. T1LUT TESTING k ENGINEERING COMPANY 77 N.N. Wh. SLR Ste. 307, VRMNA, DARDF3IS. FLORIDA 33103 Phone : (305)571-1530 , Fee I (305)571-1531 s—male tril—Govix.m E6-0006719 WALTER A. TILLIT Jr, P.E. FLORIDA L1c. % 44107 F.B.C.(N0n High Velocity Hurricane Zone) 20D8 EASTERN MErAL SVPPLY. INC. American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph:.(877)999-2772 FAX. (561)209-8380 BERTHA HV "' I Accordion Shutter System DRAWING No 08-227 ■' 0 4' o r� 4A57' OHV�..BLADE-fE..-1�, COVERED UNDER US PATENT # 5458179 (Z)HI) 2" (Max.) 9/0 HEADER/SILL # 2 e° aes' (TYP.) 7' O HY ADJ. ADAPTER W f LIP $ .O6 O60 870 'eo 4 Q-HV=:.CEILING= HEADER°=�d� VARIES 2' 1.9113' o.. $ o9a• M � ,� o n 4' 3.000' 2� (Max:)_QIRECT_MOU T OO 3" FLOOR ANGLE P.E. 4. 76' . 93' • Oe2' qi O HY CENTERMATE (SELF MA71N�) 125' TYP. VSK a S MOM ' T ©13.01 MALL ANGLE K0. — 4161 O HV~1�"`-r aM�-B/p'HEAIDER%$IL`L`�-1� r, z. 4.436' CQHV WALK —DYER TRACK Mail ZI 112F-HM*jWA x Y t 7' 1' 0.082• 1' 2' 0.062, 2' 2' 0.062' 2' 3• 0.062' 2• 4• o.oea• 2• 5' 0.06i' IL EC O �Nc� TILUT TESTING & ENGINEERING COMPANY M N.W. 341h. St, 34. 309, MKINIA MOM PWMM 33196 Phone: (305)871-1530 . Fo+ : (JOS)e74-1531 •-moll: 41teo40aot.00nl EB-OOM WALTER A, TILUT LR Jr. P.E. FLORIDA U.. / 444167 . 93• 093' 8 670 i E CEILING HEAnrR/SILL A 2 14 1200• N cK tjj� 9D'1t,�O�7ARTER, C©. x Y t 2' 2' 0.125' 31 3' 0.090' SO CORNER POST F.B.C.(No_n_High _Velocity hurricane 02008 EASTERN METAL SUPPLY, INC. A.S.S.A, American Shutter Systems Association. Inc. 4268 Westraads Drive West Palm Beach, Fl. 33407 Ph: (877)999-2772 FAX: (861)209-8380 BERTHA HV TM Accordion Shutter System DRAWING No 08'-227 VARIES. 12' MIN. t/a• r-Eo S.S. OR 3/a'•-14 I./Ul nluM9scI15W9. Lq)AT t.t D• 11/2' WHEEL 03 NYLON ASSEMBLY T WASHER OTHER801Y KNUCKLE�0 1 LONG 3/ RECESSED ON BUSHING. /142 3d4• H.V. ACCOR IDN PIN W/ #8 HEAD T—CETAL , 4 4" 0--20 S.S. TF{l1l�13SCi2EW5 THMSCREWS 1H4' 20D 0£ GA 1XRIA20 UU^T 6.9.M.6. HO114N0 ENAMEL NOUSINO EWMEL RAKED PAINTED BAIO!D PAINTED 59 TUR " RN09. ^ a B BRASS CnWDER '3 • h KEN �E (CRR0M5 PLATED) �Q H.V. LOCK/ EGRESS H.V tOCK�' g7g• (SEE NOTES ON SHEET 4) 50' PLASTIC H MC--:TO �^ SC e � 1/4"0-20 x 3/4" S.S. THUMBSCREW 1s' M te• .80, AFTER RIVETING BEFORE RNETING 1 /4"0-20 RIVNUTe ® ALTERNATE -LOCK (TO HV LOCK (GD 1 (SEE NOTES ON SHEET 4) *:SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART 111 0820, AS MANUFACTURED BY AVOEL CHERRY TEXTORN, PARSIPPENY. NEW JERSEY 07054 OR EQUAL. .E. SffljlgA%E AT i ,Li BLADE I ACCORDION n 0.188'0 AISI -, 302 SERIES S.S. RNETS A)SI 302 SERIES S.S. WHEEL CARRIAGE LCAL SHUTTER ASSEMBL SCALE: 3/8° - 1" 00.324• A102 3/4' N.V. ACCORDION PIN 048%� W/ #8 HEAD TYP. 0 •e� WHEEL CARRINE DETAIL N.T.5. /1075GOIN�. TILLIT TESTING 8: ENGINEERING COMPANY 55 N.W. 36th. 5L. St. 305. VIRORM GARDENS, nmaTu 3314a Phon. t (305)871-1330 Fo. I (308)871-1631 •—maa: Blt-6—t— ®—COGS719 WALTER A TIWT Jr. P.E. FLORIDA Ue. 0 44167 /14*2 3/4' N.V. ACCORDION PIN W/ #a HEAD iw /--(i3 NYLON M HAT WASHER w 5'0 870'.3/16' THICK NYLON WHEEL. f- 47�i' I R2 SHORT ECESSED N NYLON BUSHING BI AQ III BLARE i I BLADE --#1 LONGJHEADI RECESSED NYLON BUACCORDIW/ #8 ASSEMBLY LAYOUT N.T.S. F.B.C.{Non high Vefoclty Hurricane A.S.S.A. American Shutter Systems Aesoclailon, Inc. 4268 Westroods Drive West Polm Beach, FL 334C7 Ph: (877)999-2772 FAX: (561)209-8380 0 2008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Sy DRAWING No 08-^227 �1 1. MANDATORY CONDITION 91: ONE HV LOCK NSA SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO (D OR IS CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FIAT HEAD S.S. M,S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. OPTIONAL CONDITION 1Ne IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO CENTERMATES b OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION :2: LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DECIDED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION J2. ONE NV LOCK ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 0 AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 9. 5. ONE ALTERNATE LOCK {Wp MAY BE USED IN LIEU OF HV LOCK ® FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-200/4' S.S. THUMBSCREW TO Q OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-2Ox3/4" ALUM, RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. .E. I 3i IL EC O tNa. TILLIT TESTING & ENGINEERING COMPANY 55 N.W. MIN 5E, SIC 30k MftbM COZE14, FLORI9A 33100 Phon■ (3O5)971-1530 . Fe• : (305)971-1531 ■ Mart: 911emooCL00m ES-0000719 WALTER A. TILLIT Jr. P.E FLORIDA Lie. 1 44107 OR FtMR-TIPTROOTWIVITUNI'l F.B. A.S.S.A. American Shutter Systems Associctlon, Inc, 4268 Westroods Drive West Palm Beach, FL 33407 Ph; (877)999-2772 FAX: (561)209-8380 ©« ©-o •d,Oar©� O 0`Y OF CORNER CENTERMATE (Non Nigh Velocity Hurricone 0 200E EASTERN LIETAL SUPPLY, INC. BERTHA HV" Accordion Shutter Si m DRAWING No 08-227 POURED — CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) C�1�` "•fWALL' A�OUNTI�G= INS7ALL,4TION* 5 --CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) 3 `WAL'L COUNTING INSTALLATION POURED CONCRE OR CONCRETE B WALL REQUIRED RETE ANCHORS SCHEDULE ON T/s•o-2o.3/4 S. f 10) r�INE SCREWS USING 1/4'-20 NUTS O W O.C. 7' MIN. SEPARATION Q„• . L7_ s •aa NOTES FOR COMBINATION OF =TIONS: 1— SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. f E. D. • EDGE DISTANCE (SEE NOTES dI SCHEDULE ON SHEET 11) INSTALLATION DETAILS _ F.B.C.(Non High Velocity Hurricane Zone .••••'4�� • •- A■S■S■A■ American Shutter Systems AO�OOIGtIOn� Inc.IC 4268 Westrcads Drive West Palm Beach, FL 33407 Ph: (877 999-2772 FAX: (561)209-8380 i 0208 E15TERN METAL SUPPLY. INC. BERTHA HVT" Accordion Shutter System TTLLIT TESTING Nk ENGINEERING COMPANY Bw3 %W. 3e1n. SL, St.. 30e. VWWIA GKVXP4 . TTasOA 331ee peon+ : (ws)e71-1500 . Fo+ . (305)571-1331 +-man: Uheoe•ol.eam EB-00a8710 WALTER A TRLIT Jr. P.E. FLORIDA ue. ! 44107 Tv. N OISCRI►TION GATE D.- _ F.P. Rem-R+ +/++ro DATE: 09/05//03 2 DRAWING Na 08-227 • �• < P.E. SEAL�/StGJVAURE/DATE e • SHEET 4 e EXSTING 1' MIN. SEPARATION TO CLASS CONCRETE ANCHORS (SEE SCHEDULE ON SHEET It) EDGE OF SLAB IF APPLICABLE aS' EXISTING H OR E 3 Goss I I 1 - I it NOTE MR COMBINATION OF SECTIONS I- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. + E 0. - EDGE DISTANCE (SEE NOTES Y SCHEDULE ON SHEET 11) J EDGE OF APPLICABLE POURED CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) (j)WALK-OVER-MOUNTING-1NSfAI, TION M g #103/4' S.S. HEX HEAD TEK SCREWS O 9' O.C. OR 1/4'0-20 S.S. M.S. W/ NUT O 9' O.C. I ---- L 101e3/4' HEX WASHER HEAD 3/6 MC1. T SCREWS O 12' O.C. I 3 MIN. CONCRETE ANCHOR$ © ( (SEE SCHEDULE ON SHEET 113 I I p SSLLAIB F I jr /1%2 1 EDGE OF tNOiE; APPLICABLE EO. E,O� STAB IF APPLICABLE THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED POURED ADJMENT TO AN OPERABLE DU bNCRETE OR ENTRANCE REQUIRED I CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) EDGE OF SWB IF APPLICABLE POURED_/ CONCRETE REQUIRED . 0. Q FLOOR MOUNTING INSTALLATION t (g)FLOOR MOUNTING INSTALLATION t INSTALLATION DETAILS F.B.C.(Non High Velocity Hurricane Zone -:;' ?`c,�T • .+� ' • ' .._ ' A.S■S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West PoIrn Beach, FL 33407 Ph: (877)999-2772 FAX. (561)209-8380 0 2008 EASTERN METAL SUPPLY, INC, BERTHA HYTM" Accordion Shutter System TILLIT TESTING 81 ENGINEERING COMPANY 36s N.W, 36m Et.. sta.3M WiDINA CARDERS, FLORM 33166 P1ron• : (3Ds)871-1830 , PON I (306)e71-1531 rmoll: tDt-CO®601.CCm Es-0ooa719 WALTER TILLM Jr, P.E. FLORIDA UC. 4 44te7 Er. x oescRLmox oATe . F8. t CIA 66-IN Ve+/•+ DATE: D9/Qs/oB E: = DRAWING No 08-227 _ A. - %Fla;a+'�� '=. R� • ^ r P.E. 9 �TG�f�DATE 3 4 3 SHEET O 14 I N EXISTING CLASS * SEE NOUS ON LOCIONO Roos®, Hy LOCKS OUT ea I %� AND ALTERNATE LOCK ®/ , ON SNEET 4. B OR©OROOR S9 END WALL CONNECTIOI EXISTING CLASS DETAILS ON SHEETS e d 1 i + OOROpR f A — .— — — — — — — — — — — — — — — — — — — — — — — — 2'x2511/E'xO'-2 (s0e3-te ALLaT) ALUM. I/4'0 TAPCON t0 I ' 3 .1/4- 7• 8 1/2' 7' OPPOSING 1/2- SYMMETRICAL ANc oru CONCRETE (TOP/BpTTOY) S.1 1'0 TUBE OAT ANGI£ I C NT RMAT S CENTERMATES �1Ox3/4w S.M.S. O 12-* 1" MIN. O.C. PULL LENGRT. W / LACK CW� S£PAFATION EACH AT EACH (TYP) TO GLASS IN U I XISTING ©U C O1O — -?,LASS OR — — — - -IN I' MIN. OPTIC SEPARATION (INTEI TO GLASS L_ fflnffl'I OUT © OR . OR OOR — ' f + �pRO 0OR O ! OUT W S E CT t'O N 12 EXISTING GLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SYMMETWCA CENTERMATES N)*= * ICI B OR©oR Et OR — �-- — >Ic OPTIONAL (INTERIOR) OORO+OO ORTO SEPARATION K I 18' O.C. 0 U T X (EXm ITOR) wt L% • - 1 ORO � 0 UT I B 1/2- MAX. SLACK �J SECTION 12 AT CORNER CENTERMATE #3 ALTERNATE SECTIQN 12 SECTION 12 AT SLACK DETAIL (1E APPLICABLE) F.B.C.(Non High Velocity Hurricane Zone "�� �� "'• : 0 2008 EASTERN METAL SUPPLY, INC. BERTHA HV�' - ` •. = 1L E C O A.S■S■A. ;:4.� INd. Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY IEV. N. DESCrJPnON DATE I Drawn br. F.P. • ' American Shutter Systems t ae oa-,N 4/m/a OATS: 09/09/08 r, . , ., - • ti N.W. let SL, SW- 305, MRWNU CN10rN8, FLDRIOA 3318a Phonw : (305)671-1530 . Pax : (305)871-1531 AsltOOidtiOnr Inc. 4288 Weetroads Drfve 2 DRAWING NO 3 .-mao: NSwooaoLcom EB-000571II West Palm Beach, FL 33407 Q8-227 4 �:� - RE, SEAL/SIGNATU}iE/DATE WALIER A TR.1l1' Jr, PE, FLORIDA Lie, A N1a7 Ph: (877)999-2772 FAX: (581 209-83BO s SHEET? 7 OF 14 1 f ® 16' EO EI�CA�S OE OF�) MIN. #1Ox1/2•.IwLS. - — - 0 18 0.0 -•POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS 1' MIN. SEPARATION I/16'x3' MAX. (6063-T6)— TO Gr CONT. ALUM. CLOSER �J PLATE (LOCATE AT E�TT 1 SIDE OFIN]) 1 §100/2' S.M.S: 016'O.0 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS Z18OR®OR(DOR(D OR®+OORO END CONNECTION DETAIL (3 POURED CONCRETE OR CONCRETE BLOCK WALL REQUI_RREEI[DEXISTING CLASS 1- MIN. SEPARATION F51.— TO CLASS 27 — POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED /--EXISTING GLASS 1' MIN. SEPARATION TO GLASS _ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING CLASS T_ ,• MIN. SEPARATION TO GLASS ILOCK WALL REQUIRED E%ISTINC CLASS f *USE 1' OR 2" MAX, l I (AS APPUCARLE)x2'x1/SNO'-2- ALUMINU19 CLIP ANGLE (6063-T6 ALLOY) AT MIDHEIGHT I t WAI)}10x1/2' S.M.S. TO©&(2)1/...ANCHORS TO WALL AT 1' O.C. (LOCATE AT EITHER SIDE OFIIJ)SEE DETAIL X FO510E CONNECTION ®OR®OR� TO TRACKS Z-5OR( GR®OR(E) }oOR(D OR®+OORO OR®+pGRp ;END_-CONNECTION_DETAIL. + END CONNECTION DETAIL 2Q END CONNECTION DETAIL ♦ REQNREO ONLY FOR SPANS GREATER THAN 12'-0• POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ------EXISTING _ 4GLASS • 12' O.0 rre.e.,.n.. LIM D COINECTLONDETAILGoR®oRmoR(r) RoR�oR(go END CONNECTION DETAIL ©�I — LOR®+DoRQ ®+( ORQ)i (2)d14x� 1 r�4,, ... A.O. 4-4 16 •� �J •/ • * i TILuT TESTING 8 ENGINEERING COMPANY _ WIN. 3W, St. SW. 300,-NROW GAF4M FLONDA 33195 • Phone : (SOS)871-1530 . Fax : (305)871-1$31 —al. We ocal.cm 71IQB WALTER A TILLR Jr. 'aP.E. _-'- SEALj56!17&E/DATE FLOf"a' ua. /'+i 67 OR®+QOR(D VIEW Y BAN DETAIL X F.B.C. Non High Velocity Nurricane 02008 EASTERN METAL SUPPLY, INC. S S A BERTHA HV TM A ■ ■ ■ ■ Accordion Shutter Sy AmArlean ShuttoE Sys#ema ix " 00 CNIFTION PAX Assoelallon. InC. t aaR. tx •imb DATE: 4268 Westroads Drive West Palm Beach, FL. 33407 Ph: (877)999-2772 FAX: (561)209-6380 DRAWING No 08-227 MAXIMUM SHUTTER SPAN "L+" OR "L—" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES, ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MQNNN DES= LOAD 1na.eJ) (+ DR - CONCRETE 4e WOOD INSTALLATIONS WALL MOUNTING FLOOR/CEtUNG MOUNTING L+ A L- L+ t-cft OR LESS t8'-0' 16'-0" 161-0" 18'-0 ai135Xt� 14'-10• 14'-10' 4 13'-IW 13'-10' 14'-2- 15'-2' 45 IN-l" 13'-1' 1 13'-4' 14'-3' 50 12'-B" 12'-5' 12'-8' 13'-7' 55 ll'-10' II'-10' 12'-i' 60 11'-4" 11'-4' 11'-7" 65 101-113' 10'-10" 11'--V ll'-11' 70 10'-B" 10'-8' 10'-B' 11'-5" 75 IW-1" 10'-1' 10'-4' 11'-1' 80 9'-10" 9-10' 10'-0' 10'-9' 85 9'-8' 9'-8• W-B' 10'-5' 90 W-3' 9'-3' 9'-5" 10'-1' 95 9'-0' 8'-B• 9'-Z'. 9'-10" 100 8'-9' 8'-4• W-W W-7- 105 8'-7' 7'-11' 8'-8" 9'-4" 110 8'-4' 7'-7- 6'-7" 9'-2' 115 8'-2- 7'-3' 8'-4- W-It" 120 e'-0' 6'-11' 8'-2' 8'-9- 125 7'-10" B'-8' W-0' a.-S' 130 7'-a' 135 7'-7- 672- 7'-9' 7'-9' 140 1 7'-5- 3'-11" 7 -7" 7'-6" 145 1 7'-3' 150 7'-27 5'-7- - 7'-4" 7'-0' 155 7'-0' 5'-5" 7'-2- 6'-9- 160 W-11' S'-2" 7'-l' 8'-7" 165 V-10' W-1' 7'-0" 6'-4' 170 6'-9- 4'-11' 6'-11' 6'-2" 175 6'-7' 4'-9' 6'-9' 180 W-6' 4'-8- 6'-6' S'-1o" 185 6'-5' 4'-8' 6'-7- W-B' ISO 6'-4' 4'-5" 8'-8" 5'-8 195 200 6'-2' 4'-2- 1 6'-4- S'-3- 205 6'-1'1 '"1° 1 6'-3• 5'-1' MAXIMUM SHUTTER SPAN "L+" OR "L—" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) vAlNalw DLSIW Lev CONCRETE & WOOD INSTALLATIONS A (o.,.1J (+ OR -) WALL MOUNTING FUMR/.00LWO UGUN11N0 La N L- I>M1330AI 15,-0" 18'-0' 35 14'-10- 14'-10' 40 1S-10' 13'-10" 45 13'-1' IS-1' 50 12'-3' 1.-. 55 55 11'-10' 11'-10" 60 I1'-4' 1V-4' 65 10'-10' 10'-10, 70 lo'-6" 10'-6' 75 1o'-i• 10'-1' BO 9'-10,. W-10' 85 S'-6' 9'-8' 80 9'-3' 9'-3' 95 V-D' too 8'-9' B'-4" 105 6'-7- 7'-11' 110 - W-0 7'-7- 115 8'-2' V-3- 120 W-O' W-11' 125 7'-10" W-6• 130 7'-8- 6'-5' IS5 V-7' 6'-2' 140 7'-5' 5'-11• 145 -7'-3' 5'-1' 150 7'-2- 5'-7- 155 7'-0• 5'-5" 160 W-11" 5'-2- 165 6'-10' 170 W-9' 4'-11' 175 6'-7- 4'-9' 180 W-6' 4'-8' 185 6'-51 4'-6' 190 W-4' 4'-S" 195 W-3' 4'-3" 200 W-2" 4'-2' 205 B'-1' 4'-1" A. .��•• �}G Sao•. � P.E, SEAL/SI6NAI1dRE/DATE )N1T&iATIDN 1 G = CONCRETE & WOOD MANSORY WALL 1, 2, 3 IW, 2W, 3W, MOUNTING & 4 4W. 5W & 6W FLOOR/CEtUNG 5, 6, 7 8W, 9W & MOUNTING de B 10W ♦ MAXIMUM SHUTTER SPAN 'L+' OR 'L-' FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 pof. DE51CN LOAD. t CORNER CENTERMATE y3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION A2 NOTE 14, SHEET 4 OF 14 ,\ 1L Ec o INC. TILLlT TESTING & ENGINEERING COMPANY 55 N.W. 36U,. lit. Sta. 305, VM M GARCONS, R.ORNA 3306 Plan.: (306)971-1330 . ra ; (305)871-1331 .—W wt—evol.c— E9-OW0719 WAITER A TOUT Jr, P.E. nDMaA Lk. 1 44167 • NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN poSITNE DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEtUNG: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 1+' FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD; DETERMINE MAXIMUM SPAN 'L--' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+° AND 1-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEtUNG MOUNTINGS; FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: U+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEtUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: L1-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEtUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L1+', 'L2+', 1i- AND 12-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. F.B.C. A.S.S.An American Shuftor Sysfems Assoclallon, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 ® 2005 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System aee a DRAWING No 08-227 I SEE ANCHOR SPECIFICATIONS •: •t >! •: •. -III • . I•. ON POURED - '. . •• . - .. - .. .sa- . •. - . •. 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IL EC O INe. TILLIT TESTING $ ENGINEERING COWPANY 75 N.W. Seth. St, See 7C4 VERMA GARDENS, FILWGA Mee �"Pha e : (309)e71-1530 . FG.: (MS)M-1531 .-man: UlleKOUoal.com ES-GGG8710 WALTER A. TIUA Jr. P.E. FLORMA lle. j 44167 FRC A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 334D7 Pht (877)999-2772 FAX: (a8I)209-8380 m 2008 EASTERN MAL SUPPLY, INC. BERTHA HV "' Accordion Shutter SN DRAWING No 08-227 ANCHINM. SAACINQ LEGEND MAXIMUM DESIGN PRESSURE RAMNQ (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOW TAPOON 5PACINQ (in.) SCHEQULE FOR A GIVEN bda. SHUTTER SPAN. DESIGN NEGATNE LOAD WEDGE -BOLT AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIOtiS POURED CONCRETE FLOOR MOUNTING 8 9800 ��0000®0IIIiL0r.. OMOMm' OMM �a�®�onorva0®movvvom®mvvvvom®modnr�r� �l�Q0�000 m�Q700i000mmifaaO00Qd®QDODt�O m■®m�a • vui�■m m�alnonQQ�Im�m' IEannvonmmdvoaoQ mm■0onvv©m�mmvvvov m�amor�n©ssll�minovv®® [v®[a■Esnno®mm�ovvonmmmonvomm0moni�a©s�i ®®mOd[�DE� Qm00ia00[:1tfLim 00=71�©®0dm000®® �®ai�miolur-�a�om��vl�onnastms��ana�m�®m�av®®v �a®m��al���Il�m�rmlvr�Iv�■�o■I�I�rim'�i IEra®mlEann nmmonlvvQ ��ii�io�®vov�©oi mI®mvonoar�mmavvvomm0 n Q0®0nrrnm©a ®�■Qr�QQui�ommmQQ �>n�mor�varala�m¢>roril�oo® a®0v�®Ia■Q�ramO�arae•�nQa mollmoQQl�®nvoe�aQ I�®mvvvaammm■Ean�■QQm®Q�0[�OOdt1T!®mni®®oQ Iano�®monoQnm�v®®�QQ®�oII©nQoo '�a®Eaol■vI a®mv� al�mmvvoQQa�®r�a�©oQQairrmor�®�oQ 0m0onoaa mmmuvnQnasmmor�moo I�®mmovoiQ ®as�omvoQammm�Ia■Inln�a■Q��Io�Io■vl�nc■��m��mt�QQ d®DDD�QadmOQOOQQIbGi��7�f.�]I�d.iQQ 0m{�iOQE�aO 0®msQn�s�aa�mmvoQQQmmmnavaQa�®»®I�■r�dsa m®dQaa vaim�E�[�CMQni�3C�7®�'iE3'7O�ii7�ki®OD�QQQ �R� a�®I�ml�aaaa�mmvoQQQmOmvoQaQmvv®s�■raQQ d® DOdaammmQnQQQmm�®OQQQ0giL1F3dE�i0AQ �>�m®maaanmmQonnn�ava®ovQ�o�®�■r�■QQ a®I�v aaammmEavQQo®voc�svaQQmomv®wIQQ am0►��ivaararmml�QOQQmmf�o;>onQnO®o�o■anQ • ��vvQQaammmoQQQQm®©oQo�QQom®I�sao�>org im��■mloaaa®®mEaQQQQmm:�®ataQQm®vololaQ 0�Q[�O4OdRldR#E�QQQCIETJd[�[�QQiiQELlfi!®[-�aaQQ 0>Eavooaaaa�®moQsa■aQvo�QQo)QQonoQaadQ ®ttamaQQavm®OOQQQQImvana>savQmtxa�nonQQ 0mmdd�■aaa�mmaQQ>oQOI�t®aQaQQO�oQdatv■aII immo®QQQaammmQQQQQ�r•�oQaIVQQ��naaaoQ ®t�uo�i®vav0®mavQQnm�©navoQQv�r�no■ocaQ 6s®0 Cri�iL�iI�OQQnQ0�0aQaaQ07�iiddaQ •jy'�,jfS ON ANCHOR REOUIRF �FNTS, POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES I. ANCHORS TO WALL SHALL BE AS FOLLOWS: TO DUSTING POURED CONCRETE: (MIA, #'a 7 k•l) 1/4.O TAPCON ANCHORS. AS MANUFACTURED BY LT.W. RMISET/ RED HEAD, 1/4'• ■ 3/4' ALL POINTS SOTTO -SET ANCHORS AS DISTRIBUTED By ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. - 1/4'0 WEDGE -BOLT ANCHORS AS MANUFACTURFO BY POW1318 FASTENING, INC. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4'. AND 2• FOR WEDGE -BOLT ANCHORS. &I) MINIMUM EMBEDMENT 0I 1/4'F ■ 3/4• ALL POINTS SOUO-SET ANCHORS SHAL BE 7/0' INTO THE POURED CONCRETE NO EUSEDNERr INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MICRWE SCREW USED SMALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, ANO 1' MMMUM FOR NALLS WITH NO STUCCO- ") IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS STOW. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES AI) & A2) ABOVE FOR INSTALLATIONS ON VINYL STING OR EIFS CONSULT THIS ENf.9tEER. (B) TO EXISTING CONCRETE BLOCK WALL: 1/4 % TAPCON ANCHOR5, AS MANUrACTUREO BY LT.W. RAMSET/ RED MEAD. - 1/00 ■ 3/4• ALL POINTS SOLO -SET ANCHORS AS OWMISUTE0 By ALL POSTS. SCREW, `BOLT & SPECW.TY COMPANY. - 1/4.0 WEDGE-SOLT W/ 1/4'0 BLOCK -PLUG ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: SI) MINIMUM ENSEOMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE -BOLT ANCHORS, IS 1 1/4'. B,2) MINIMUM EMBEDMENT OF 1/4'• ■ 31C ALL POINTS SDUD-SET ANCHORS SHALL BE ENTIRELY EMSEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4' 0-20 S.S. MACHINE SCREW USED SHALL SE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND I- MINIMUM FOR W&Ls wON NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE DIETING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MIN STRUCTURE eOHINO SAID WALL RNISHM ANCHORAGE SIAILL BE AS INDICATED ON NOTES B.T) & 0.2) ABOVE, FOR INSTALLATIONS ON VINYL SIDING OR OFS CONSULT THIS ENGINEER. (0) ANCHORS SHALL. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE 0157ANCE (".) VERSUS SPACING ROATIONSHIP FOR ANCHORS cDGE DISTANT VERSUS SPACING FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2- EDGE DISTANCE FUR 1/2 TAPCON AND SOLID SET AND WEDGE -BOLT FOR E. 0. LESS THAN THE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS, (NOTE Yin. E. D. FOR ALL POINT SOLID SET ANCHORS IS W). REDUCED SPACING OBTAINED USING FACTOR SHAH NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL E. D. FACTOR WEDGE -BOLT 1/4'• TAPCON SOLID SET MN. #PAGDW _ 3' MN. SPACNG . r Mt{ SPAONG 3• oas_ oae 2- 0.50 - 1 1 /2' 0.33 I F.B.C.(Non High Velocity Hurricone Zone) \ ' .� ` �� •1�. ''�' '� ��t!{S�•' `' ' -,. . ' ILECONC.A S S A■ American Shutter Systems AS:lOCIat)Oni IRO. 4268 Westroods Dr)ve West PDIm Beoch. FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 ® 2000 EASTERN METAL SUPPLY. INC. BERTHA HV Accordion Shutter System�T,� TILLIT TESTING & ENGINEERING COMPANY N.W. 341h, SL, M 303. VRGINIA CAROM FLORIDA 331■3 PAGne : (305)871 —1330 . Fat : (305)871-1531 IlEae0000l.eom Ee-DDDB71e WALTER A TII11T aT. P.E. FLORIDA Le, R 44167 �' H DTscavraN DATE" Dawn bn F.P. ya/o4 DATE: 09/OS/OS 2 DRAWING NO 0$-22% + � •(J• - P.E. SEAL/�)GTI�T V70ATE 3 4 s SHEET 1 Of 14 9 + NOTES ON ANCHORS_ REQUIREMENTS: WOOD SUSSUMS, 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SIUdL HE AS FOLLOWS: - 1/4'111 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. SUILM W/ MINIMUM EMBEDMENT AS INDICATED AT FACH SECTION ON SHEETS 13 & 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL DE AS PER MOUNTING TYPE 7W. SHM 14 AND SK4 L CONSIST OF LAG SCREWS AS PER NDS 2005 SPIMFXwTIONS. 3. SUBSTRATE SKILL COHOST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G-M55 (N•D.S) -DOUGLIS FIR W/ Q-0.00 (NO,B) -SPRUCE PINE FIR NORTH W/ G-0.43 SPRUCE PINE FIR SOUTH W/ 0-0.39 (N.O.S.) -MIN. 1/2- COX PLYWOOD (195a APA) 4. ANCHORS SHALL BE INSTALLED FOLL7AING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR$ MANUFACTURER P.E•. IL EC F.7. TILUT TESTING & ENGINEERING COMPANY 33 N.W. 331h. SL, SIC 303. M003M OMOM% nOMA 33199 Phmro : (305)871-1530 . Fa• : (305)871-1531 0-mu0: tot-owl.emn EE-0005719 WALTER A TOLIT Jr. P.E. FLORIDA " / 44167 F.B. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beoch, FL 33407 Ph: (877)989-2772 FAX: (561)209-8380 ® 2008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DRAWING No 08-227 WALL FINISH INSTALLATION 1/4E ATtONTAPCOT 1 1/2' ARE PENETRATION OF THREADED AREA TO IXICHEC WOOD - DETAILS ON EXISTING 1/4.0 TAPCGN W/ 1 1/2- Mln. PENETRATION OF THREADED AREA TO EXISTING OD HEADER, WOOD BUILDINGS n+�: 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. LE SWEETi. {SEE SCHEDULE ON SHEET 12) LE (SEE SCHEDULE ON SHEET 12) F OR © 1/4"0-200/4' S.S. MACHINE SCREWS w/ I/4'-20 NUTS D.C. O 12' O. \ I 1' MIN, I - pARLA10 TO CVSS I I[ I7j 0 EXISTING ) am" Y EWALL I= L=4--\EXISTINo MIN. '� m t/ 2'z4' WOOD tIEADER RE0UIRED I \ F ORO MIN, D1GLAS9 2'e4'EXISTINWOGD w GlAS EPARA1f0 I I HEADER REQUIRED TO BASS 1' MIN. I I I 1/4'0 TAPCON W/ 1 1/2' MI.. PENETRATION DOSTING -SEP CLASS .Y„I OF iE (SLO AREA UL EXISTING WOOD PATE (SEE SCHEDULE ON SHEET 12) 2'r4' CONT. SILL PLATE REO'D, Q WALL CONNECIION AT TOP 2© WALL CONNECTION AT TOP ® WALL CONNECTION AT BOTTOM DOSYINC GLASC1• MIN. I I I I I i" MIN. t TL I i 12'z4' CONT 1 "" CUS I ` 1 I E>aSTINC pARATtO I' M1N.WOOD PIATE j TO CL45S I) Gt75S---I 1U CLA55I RE0 E� ("Tr,l I T-,-=,i7.`_ �6LASSTING--•� ~' w•000 PRATE ` I \ a a \ .a:. F on q Q :mot 0 t/4.0 TAPCON W/ 1/2' Min. PENETRATION \ 1/4'0-20z3/4' S.S. MACHINE I' Mtn, Of THREADED AREA INTO PLYWOOD, SCREWS W/ 1/4'-20 NU75 1/4'0-20z3/4' S-S. MACHINE (SEE SCHEDULE ON SHEET 12) O f2' D.C. 2'z4' CANT. SCREWS USW0 1/4'-20 NUTS '�� 5LL PLAIT O 12' Q.C. 1/2' MtN. COX PLYWQOD REQ'D. 1/4'0 7APCON W/ 1/2' Min. ` FEO;O. 1/4'0 TAF'CON W/ 1 I/Z" Min. PENETRATION OF 1/2" MIN. COX PENETRATION OF THREADED AREA INTO THREADED AREA O M11.1401H OF WOOD PLATE. E7f15'nNG MW. 2'x4" STUDS 0 16' O.C. MAX. REQ'D. PLYWOOD TO BE pLYW00D REO'D. PLYWOOD• SEE SCHEDULE ON. SHEET 12) ATTACHED TO STUDS IN -ACCORDANCE WITH SECTION 2308 OF THE FA C. WAIL FINISH (SEE SCHEDULE ON SHEET 12) 6W WALL CONNECTION AT BOTTOM ® WALL CONNECTION AT 80TT0M © WALL CONNECTION AT SMOM FRC.(Non High Velocity Hurricane Zone) 02008 EASTERN METAL SUPPLY, INC. BERTHA HV TM ASSA Y � ';,`c �''��°• �� '° 1 L E C Q I N � . ■ ■ ■ ■ Accordion Shutter System • •±,� L1.QI, Cis �" ' REV. N. OESCRIPDON DATE Oran F.P. + • TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems t ,, •, ,,, •7e6la DATE: De/ts5/DB 337 N.w. 38N. St, St.. 305, %IWNIA GARMS, TIMM4 3316e 2 '$ '' C' e' Phon• : 3rs)BTT_1s3o . F•• : (30S)6T1-T5S7 Association, Inc. DRAWING No 1 •-man: tnt•c•0•a.wm .4266 Westroads Drive 6.��,•" Ee ooaeTls LOERA West Palm Beach, FL 33407 ; d$—'12% wFA 71Jr. P.E. Ph: (677)999-2772 FAX: (561)209-63e0 " ALTRI u. I 44t6T 6 SHEET P.E. 5E4L §(;NA?URE/I)ATE 6 13 OF 14 EAl ----EQ�2- MIN. 4'xe' (Min.) EXISTING WOOD - -- • DGE OF APPLICABLE) BEAM RREEQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR EXISTING wo00 ARCHITECT PRIOR TO SHUTTER TRUSSES OR INSTALLATION. RAFTER a 24' E E O.C. REOUIREO EXISTING SOFFIT t/4'f TAPCON W/ 1 1 2' Mtn, 3/4' Max. THK, PENETRATION OF TH EO AM TO DUSLENONWSOHEET 114x3/4 - Vx4'x1/8' CONT. ALUM. TUBE (SEE SCH 12) .M.S. O.C. (8083-1-8 ALLOY) W/ (J)_?8'f Q 08' I E TR Q LAG SCREWS TO EACH R OR TMSS. LOCATE LAG SCREWS AT MIDWIDTH OF 170ST1NG WOOD E OR 8 O MEMBER. (2' Min. NOMINAL I OPEN HOLE AT EACH WIDTH) W/ 2' Min. PENETRATION OF THREADED AREA VAUD FOR I STUD TO ACCEPT 5/STU LAG SCREW I I INSTALLATIONS WITH 72pot MAX, DESIGN LOAD AND 9'-0- MAX, EXISTING AT CENTER OF TUBE. SPAN. THIS INSTALLATION IS ONLY CLASS) I VALID FOR WOOD W/ MIN. I I I' MIN. ' SPECIFIC GRAVITY OF 0.50 AS I SEPARATION DOUGLAS FIR OR SOUTHERN PINE I ` TO GLASS I ) No. 2, OR EQUAL I I' MIN. U■1 EXISTING SEPAtTl 1 TD GLASS aINOLL0, EEILING MO�I�jj G INS AL+LATION ® SOFFIT MOUNTING INSTALWION 1 I I r MIN. I I I L-SEPARATION I I I Ta cIA55. I I '� I I I I JO T I EXISTING I G1A65--•) a W/1 1/2' Ulm PENETRATION] 12' MIN.— AREA INTO WOOD DECK. E ON SHEET 12) j© ELQOR CONNECTION cam\ ' lI ALTERNAT ANCHOR DECK REQUIRED O LOCATION ©+ II IQ-1 (NO FINISH ALLOWED) 2'x8' MIN. WOOD DEK REQUIRED (NO FrOSH ALL(WED) EDGE OF DECK jb� IF APPLICABLE EDGE DF DECK SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED DL ANY WAY TO SUIT ANY INSTALLATION. • r, .s a�z`,zqua' P.E, SEAL%5'1GNAI61RQDATI 2'x4" MIN. WOOD STUDS. — (AS APPLICABLE) WALLW FINLSH EXISTING GLASS I' MIN. SEPARATION TO GLASS QOR(I)OR ©OR( OR QORQ+® 11 MA ON ill � 1/4-0 TAPCON ANCHOR O) S' O.C. W/ 1 1/2' MIN. PEYET WTiON INTO STUDS OR W/ ARN. 1/2' PENETRATION TO 1/2- COX PLYWOOD IF NO STUDS EXIST. �1/2' MIN. COX PLYWOOD. ON. )xI/2' S.M.S.16' 0.0 END CONNECTION DETAIL 1 W & 4W 2'x4' MIN. W00 1/4'f TAPCON ANCHORS STUDS REQ'D. W/ t 1/2' WIN. EXISRNO ClAS9 PENETRATION ® 12' O.C. t) — — — -- I' ►ON, SEPARATION \ TO GLASS 1/2 MIN. Vox 3/4' HEX WASHER HEAD TEK SCREWS 0 12' o.e 1 /4'0 TAPCONXI 1/2' Win. PENETRATION-/ ! 2' MIN.— OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 12) 10 FLOOR -CONNECTION iL Ec Q 1Nc. TILLtT TESTING do ENGINEERING COMPANY 79 N.W. 3ft. sL, Stw 309, VIROiMA CAROMS. FIORDA 3314E PNo" (sos>s71-1530 , Fax , (sDs)e71-115J1 .-ma0: URecettaol.cam EB-0008719 WALTER A TRVT 11. P.E. FLORIDA LIE, j 44107 v . \-WALL EDGE (DpR((;}O�R ©.Oft FINISH DECK IF OROcRaF® APPLICABLE END CONNECTION DETAIL F.B.C. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (677)999-2772 FAX: (861)209-8380 (Nan High Velocity Hurricane 02008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Sv DRAWING No 08-227