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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: PERMIT NUM' PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue. . Fort Pierce, FL 34982 SCANNED (772), 462-1553 BY APPLICATION FOR REPLACEMENT OF. St �u�i® Cn"nty . WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE -DOORS 1. LOCATION/SITE ADDRESS: (.S03 DSWNO A\e - e - P1_G" 2. PARCEL ID NUMBER: l 3�5 6 ► Z 330. 0 00 $ 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: ctilPNcas ovc -r�� �� C� Z� �,,I a a y.Iz pNo - ram,& (Z) 'D oaf-t F eL . •� mot; ,A y � -.e-, A2 Dom- Ta plTro 4. TYPE OF STRUCTURE: SIR MOBILE HOME OTHER 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION Name: W i LA- % fa e- lj 1 A n..-covJ Address: G s o 3 -ois7LAejn ►` V City: Pr . P, 6 "6- State: F fL zip: 3 4 9 S I Phone: 971 8'� 3 FL Reg/Cert #: C CSC, l So S) 2-7 County Cert #: 23 7S' 8 Business Name: 6---moos (cysT1-,J Phone Number: '72-Z) 336 — 7 2, y6 Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model* ` Method of Attachment # Florida Product Approval # J! $ZS�i.�►�+oati.,s 120 mph 30 mph 40 mph Window & Skylights Dma Exposure B ' �� SO r4� o� -7` 7qo 31, fe oM `"K,46nq' I2" a,c. • ttS X 1'(* rJwC Sc.XXWS Exposure C E Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: $ ::r6cg9 FEES DUE: RECEIPT: 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 and zoning. PRINT QUALIFIERSIOWNERS NANIE SIGNATURE OF QUALIFIRVOWNER. STATE OF FLORIDA, COUNTY OF S-r • (-v I- 115 ACKNOWLEDGED BEFORE UE THIS DAY OF V �, • 20 I . BY V � � C o ISM S1G 1 WHO IS PERSONALLY TO UEOR WHO HAS PRODUCED AS IDENTIUCATION. SIGNA NOTARY TYPE OR P AhM OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD ,-CE >SPt6REP!a•s�„ MAY RESULT IN YOUR PAYING I MY COMMISSION '*= SS N # EE 061159 EXPIRES: March 6, 2015 .P,g,� •• Bonded Thu Notary Pubrrc Undenwers } ST. LUCIE COUNTY Vinyl Siding TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT [] Attach,2•copies of the NOA or Florida approval with details to the product being used. INSTRUCTIONS Please complete all information in the space provided; All information- must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows; 5leylights, Doors::& Overhead -doors -.to, -be used for only those activities that are not otherwise included under a primary building permit. This application for Permit may not be used''for any activity that includes any type or kind of structural alteration. Building activities involving structural, alteration; .in addition .to ,•the,rePlacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process. The in to be provided with this application includes: 1. LOCATION/SITE ADDRESS :..:......::::.:: �...: �::... .... •':'%dicate the street address,=or-�gen&al�loeation, ol'the property on which the liailding activity is taking place. 2. PARCEL ID NUMBER........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION Of- PROJECT OR WORK ACTIVITY........ Briefly describe the building .activity.under permit application. 4. OWNERS'INFORMATION:................................................. Indicate the'name and address of lheaowner "tithe property on which the product -is •to be installed. , }, 5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the work to take place. Total cost of r • • • ` construction includes all material and labor costs associated with the building/construction activity. The value of construction is used,to determine the amount of permitting fees to be assessed: St. Lucie County reserves..the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted foil=Qroeepsh g after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & .Overhead doors replacement Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 • :\ ��" 1. ,' '+ .. - j !LANNING i DEVELOPMENT SE,, JCES DEPARTMENT BUILDING A CODE REGULATIONS DIVISION a o 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 APPLICATION FOR STORM SHUTTER PERMIT DATE: g ^ �" 1 PERMIT NUMBER: 1. LOCATION/SITE ADDRESS: 6O 3 D-Dt`I O A 7 • 1p� b 1(-C.b 2. PARCEL ID NUMBER: l 3o I — (12• — 0 3 30 SECT TWP 7!LS RNG 3 MAP blS ZNG .cf LUIIdIT O1 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 1n/sT&A- 3-rgsi- S NvTTftb -ro w).4ocrJ s r 1 Z) �` exr. 6LA 2do -Dc b&s (2 ) 4. TYPE OF STRUCTURE: SFR ✓ ADDITION OTHER 5. OWNER INFORMATION 6. CONTRACTOR INFORMATION Name: �� A+h A 2T° "� FL Reg/Cert #: GCS C. 150 -1 ?-_7 Address: (o s° 3 De` LA ^» A\ b County Cert #: Z 3 7 S- 8 fl, ),1 (. City: f-V .et;5d_ .o State: Business Name: 6ti°^'ns Co�sTn,�cr� o�-1 OC ICL.2 zip: 3"5 i Phone: 971 89 37 Phonenumber: 7-7Z) 336--72 yb Z 6_Z—::Zr i Type of Surface attachment: Wood Frame _Z Concrete Masonry Other Product Type Maximum Opening Pressure per A.S.C.E. 7 -+ _ Jr8 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion Roll U Colonials ther ��r t<Ti1TT 1f ATf1ATT TTDT70 ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT 1(ESISlANCE rmvivi WIND DvnnE, korl"Ma. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBACL 00 7. VALUE OF CONSTRUCTION: $ I 300 — 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 with all applicable laws regulating construction and zoning. l�Q.s �l.DoYidv�S1C,1 �i/lSS ��S• PRINT NAME OF OWNER OR C NTRACTORIQUALIFIER GN OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF ST •Wc,1s i� ACKNOWLEDGED BEFORE ME THIS S t L DAY OF AUIA 20�"' BY, Grt_o L, O LaA« SK l WHO IS PERSONALLY OWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF AR OR PRINT AME OF NOTARY SEAL TITLE: NOTARY/PUBLIC COMMISSION ER SLCPDSD Revised 96/17/2010 ZIT � *= MYCOM�a HUMPHAEY MISSION N EE 061159 Bonded 76N ES; March 6,201,5 ry Public Underwriters JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3604809 OR BOOK 3304 PAGE 594, Recorded 06/28/2011 at 09:58 AM Pomvt Number. Folio/Parcel tdentalealiM Number. 1- 1-Prepared by. c—M—IIaucMN Or nowoy we Re(umto: PObOX lM-P09TST.LU[a RNPM NOTICE OF COMMENCEMENT Slated Flo,d , County of Orange The urtlemignmd hereby Alves notice that irnprDuernard(a) will be made to certain real property, and in accordance with Chapter 713. Florlds StaDdm, the fodov*V irdornlA n is provided in this Notice of Comrthencement 1 I�acAptbn of proparry (IepN tfeattiptlon of trio prop", and street addmss' available LA_KFWQ0D PARK- �NI 170 -�I K 1-�7 OTS 14 815 65(1 i DELAND A�2 -T PIERCE FL 2 General description onpr T bovemerPt(s1 INTiExT R NMATA WINDOW RFP( ACFM NT_ sa DOORC_ 4H rTTFRR 3 CI.—infornisflon Nsme: Dar I-TwDo - TeI phone Number /rNaIl m Address aemoa.wa Av fTomFhXnw vac Interest ki ProperVFIX —LE 4. Fee Simple Th)a Nddar (f other gun owner shown abcw) Name TMephone Number Address S. contractor Name rnN.oc 00a4 Cl— or R—.& or e Telephone Number m-sl - Address roeosartted•Portrar, tuaT.nNwr a, Surely (it arty) Name WA Telephone Number wA Address wA Amount of bond S wA 7. Larder Cd any) Name tzaARsercRar ww nMo of eT woe w, Telephone Nurtberm- '-'- Address wroxsea-n.r+eAcr.n Nast 0. Petaom vrlthln the State of Florida designated by Owner upon whom notices or other documetda may be served as provided by 5713.13(i)(a)7, Florida Statutes. Nana WA Telephano Number WA Address — p. In addrdon to hlmseif or herself. Owner designates the followbg to recolve a copy of the Llenor's NoOce u provided In 5713.1311)(b), Florida Stahrtes. Name wA Telephone Number wA Address hrr 10a dMermd date is specified) WARNING TO OWNER, ANY PAYMENTS MADE BY TDE OWNER AFiTR TIM MPHIAT70N OF THE NOTWE OF COMIMLNCMENT ARE CONSMERED teo Rol'ID PAYKR UNDER C3L%kl" 7U, PART I, SP.Cr1UN 7MLL PIAMUDA STATum AND CAN RMYLT IN YOUR PAYING TWICE FOR IMMOVM[MT3 TO YDIIR PROPERTY. A NOrK.T. OF CDM.AONNCTMM MAST At RECORDED AND POSTED ON THE JOB SITE aUDiE TIM FIRST INSPECTION. IF YOU INT ND 1O ORTAN ►IXANCN4 CONSULT WTI YOUR LENDCA OIL AN ATTORNEY aEPoar CN WORK OR RECORDING YOM NOTICX P ('OMMI]VCTJNEYT X tr y ( rel/nl L\) 4 4-10t-) &3,hUrt db:Awi Sign...ys PrkA d Nam for OwWs Aulaxived OararnXmIorlP lreraA—gw S713.131110 The "Ng Instrument was ackr.Medged before mo thl� d+y of(10 Cl'L!J_I (more) bear) (name dr Parson) a rm sUhai .g . alli m, ao— dl (NMna r M behse a Wan irovrnwnper —o t-M . L1nn� SMerrL� a Notary Pub - Suq f F.6& (P w. tree.. dap —"orrvrne a Homy PLt ic) P D/ Known -V/ OR Produced ID Typo of lD Produced padacaUon prrnwra W 5a tjw ILL, Florida Staoaas: Urdar psnalow d payury. I dacl re that I h— read tti rorapokq and that the Ixts sGrd Inn It are, haw to Va bed'd n my b-AW and b.1W.. x I.�'a"fn - Slprwt— or .— Sign on U- il•Abova Form RrNaed 11r1407 JOIINNA S MORRIS MY COMMISSION # 00828808 ,MN EXPIRES October 06, 2012 (007) J90-01a3 pro?dallolsrySamce.com STATE Of FLORIDA ST. 'LUC'IE COUNTY THIM TO OEDT'FV Tts.4-j' Tl,=I,l(r a ORIGIMAL H E 3M,ii_Ns Lice:.R ay: lute L R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.-Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL-9162.4 R I Date: March 18, 2008 Product Category: ZIE �ior'Da roV Product sub -category: SW1ltging Exterior,Door'A ess b Product Name: Glazed Fiberglass Double Door hoInswing /b nItt1ln�u't"swirig Manufacturer: Builder's Hardware, Inc. 5615 E. Powhatan Ave. Tampa, FL 33610 Phone 800.966.7753 Facsimile 813.977.5632 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Builder's Hardware, Inc. based on Rule Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. PF1241 RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No. FL-3550 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell W y, P.E. FL No. 15 March 18, 2008 Sheet 1 of 3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an unpact resistant covering that complies with Section 1609.1.2 of the 2007 Florida Building Code. 4. for_2x :stud-fraining coxisttruetza 'anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-3550 require fin-ther engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-3550 for size and design pressure limitations. `Wendell , P.L. FL No. 415 March 18, 2008 PF 1241 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL-3550 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Testing per TAS 202-94 as perfonned by Testing Evaluation Laboratories, Inc. and reported in test report 07-0223-2, dated March 19, 2007, signed by Wendell W. Haney, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report 07-0223-2. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass load capacity calculations prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation & Management Institute, Inc., certifying that Builder's Hardware, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Wendell W e , P.E.,' FL No. 5 1 8 March 18, 8 PF1241 Sheet 3 of 3 Florida Building Code Online Page 1 of 4 op ® 1 ' BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search +y"E Product Approval USER: Public User Product A rowal Menu > Product or Aoylication Search > _pp�cation 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) FL9162-Rl Revision 2007 Approved n Builders Hardware Inc. 5615 E. Powhatan Ave Tampa, FL 33610 (800)966-7753 jngodwin@bhitampa.com Vivian Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Wendell W. Haney PE-54158 National Accreditation and Management Institute 12/31/2011 L.F. Schmidt, P.E. R Validation Checklist - Hardcopy Received FL9162 R1 COI Certificate of Indeoendence.pdf Standard Accepted Engineering Practice Year 2007 hq://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsL%2b2sNOQMDrfkjNG8ZYZ... 8/8/2011 Builders Hardware ' nc. 5615 E. POWHATAN AVE TAMPA, FL 33610 PH. (800) 966-7753 GLAZED FIBERGLASS DOUBLE DOOR INSWING / OUTSWING "NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 0 2007 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES 2 PANEL DETAILS & COMPONENTS _3 HORIZONTAL CROSS SECTIONS 4 VERTICAL CROSS SECTIONS 5 BUCK & FRAME ANCHORING 6 ASTRAGAL DETAILS & COMPONENTS 7 BILL OF MATERIALS & GLAZING DETAIL S a C2 Q ZT_ 3� m Z oa Ow W W LtU_ V_ W ¢a O 0 2M L L to m °0 74.00" MAX. O.A. FRAME WIDTH --I R, X O O OVERALL OVERALL GLASS DESIGN PRESSURE SWING FRAME D.L.O. TYPE DIMENSION DIMENSION POSITIVE NEGATIVE 74.00" 20.50" INSWING X X +60.0 —60.0 r81.,63_ __62.75" Gl -'OUTSWING 74.00" X ­�20:50' �W.50"7—, ISMV N.T.S. W. WWH NO NO-' FL-3550 1 or-7 1 2 8 31 1 EXTERIOR 5 2 U 2 ,0 6 " 7 34 2 @ zm INESIO e;oLSo ; 8 m,ddm;�� og 6 2 HORIZONTAL CROSS SECTION 2 FIBERGLASS PANEL 6 U 35.75" MAX, 1.385" o w� PANEL WIDTH 1.584" EXTERIO INTERIO moo 4.(5" p Va Viz' 34 9m adf 3 TOP RAIL 31 FRIZcc a yy _ m w c C 81 34 a a fq 2ci LnRa I N Cd l!_!_La ClJ y � Z Z O ci \ n 4 BOTTOM RAiL ,• � � • 1.200" {+ ��---{-0.980" o � ? DOOR PANEL 2 7 i T a 71707 ZO 1 � N.T.S. i 2 t'� LOCK BLOCK DETAIL 4 �1 HINGE do LATCH �i HINGE &LATCH STILE DM erc AP m m STILE EDGE �J REINFORCEMENT a«. By; WWH m 3 r1orvwnm ero � VERTICAL CROSS SECTION FL-3550 °o 2 FIBERGLASS PANEL N EL7 2 of 7 9 1 3 4 4 71A 11 N ihlz qum X X •. ° 3E •gm$pS .EXTERIQg •: D O a m p 2 p 3 �a 3 r< S A 3 8 O INTERIOR Y3 'og Vwj 23 J o D 28 m U V) � W ¢ ¢ 3 HORIZONTAL CROSS SECTION INSWINGo 3 SHOWN W11X SUB -BUCK SUBSTITUTING CONCRETE SCREWS FOR SCREWS PER SECTION 1/4" MAX. o O z 1714.5.4.2 OF THE FLORIDA K �� BUILDING CODE SHIM SPACE ° o (TYP.) L 11A 11 25 a, e 25 ' • • o • z 40 41 43 • . •Y v':... I 0 13 ir EXTERIO22 EXTERIOR W C Z INTERIOR 26 INTERI06 °• Z O ore 07 17 07 = 23 23 SCAE N.T.S. C On. er: AP m 28 25 om BY. WWH 3 t� HORIZONTAL CROSS SECTION �' ( 1 1 HORIZONTAL CROSS SECTION DRAWN0 e+o.: � 3 INSWING 3 INSWING FL-3550 °o 9fEEf 3 OF 7 l ah �ma� d "i o sa cZ Z Uzi " W 0 N>•i $o ..•°; .v s .°D Zom e ' n R. •°• • •° e � cZ of x H L I M o C �' C z La Law U a� 25 .2N 11 11A 13 �N 11 11 13 y EXTERIOR LTE610.6 EXTERIOR INTERIOR m o / 1�-' VERTICAL CROSS SECTION 3/VERTICAL CROSS SECTION 1 al 4 INSWING \ 4 INSWING SHONN_W IX SUB -BUCK SUBSTITUTING a CONCRETE SCREWS FOR SCREWS PER SECTION 4 1714.5.4.2 OF THE FLORIDA BUILDING CODE. 0 N EXTERIOR INTERIOR 50 INTERIOR EXTERIOR i _Q C�>., 2 VERTICAL CROSS SECTION 4 INSWING a gyp•° V �. •, Z L — 07 17 07 Y SCAM N.T.S. . ErY: AP ¢ »_4 VERTICAL —CROSS SECTION arse. W. WWH ; �4 �hQU75WING DRAWNc NO- ° ° . ,, FL-3550 t mm a -of 7 a 2X BUC MASONRY OPENING Il 1 ll) ui 2X BUCK J HINGE LOCATIONS LATCH & DEADBOLT LOCATIONS — ASTRAGAL MASONRY OPENING NOTES: `_B17CNC}tORIN" 1. 1/4' Elco Tapcon anchoring 2x buck require o minimum 1" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 4' clearance to adjacent topcons. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Tapcon locations at the comers and astragal centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If Tapcon locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, Additional Tapcons may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. T Tapcon locations at the comers and astragal centeriine locations may be adjusted to maintain the minimum edge distance to mortar joints, If Topcon locations noted as " MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Tapcons may be required to ensure the maximum on center dimension is not exceeded. HOLE 3. 3/16" ITW concrete screws anchoring frame and/or sill require a minimum 2-5/8" T 3/8" DIA.THRESHOLD DETAIL clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 2-1/4" DOUBLE DOOR clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. 5 W/ IX BUCK INSTALLATION 39 SEE NOTE #3 W/ 2X BUCK INSTALLATION 24 �} 25 I aq i ZOBG" 4" HEAD DETAIL 7' DOUBLE DOOR (a 25 W/2X BUCK INSTALLATION N W/1X BUCK INSTALLATION TYP. HEAD & JAMBS SEE NOTE 2 TYP. INSWING T THRESHOLD SNOTE #2 TYP.EE OUTSWING J THRESHOLD SEE NOTE 2 FRAME ANCHORING W/1X BUCK INSTALLATION SEE NOTE #2 HINGE DETAIL 22 27 22 22 26 22 STRIKE 'PLATE DETAIL er. AP MI. WWH NO ra.: FL-3550 5 aF 7 3 2X MASO OPEC ANC 7� 1� HINGE LOCATIONS LATCH & DEADSOLT LOCATIONS — ASTRAGAL 1. 1/4" Elco Tapcon anchoring 2x buck require a minimum 1" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 4" clearance to adjacent topcons. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Topcon locations at the corners and astragal centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If Tapcon locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, Additional Topcons may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2' clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may hove different edge distance and center distance requirements. Tapcon locations at the corners and astragal centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If Tapcon locations noted as " MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Topcon may be required to ensure the maximum on center dimension is not exceeded. 3. 3/16" ITW concrete screws anchoring frame and/or sill require a minimum 2-5/8" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 2-1/4" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. g 2X BUCKJ MASONRY OPENING T HOLE T 318" DIA. THRESHOLD DETAIL DOUBLE DOOR SEE NOTE #3 VV W/ 2X BUCK INSTALLATION 24 e 25 44 ,� � yFZZ Om C m O 2.094" = HEAD DETAIL 7„4„ DOUBLE DOOR o_ `o 9 0 2 E I I 16„ 3. ° o E G u° o 2s W/2X BUCK INSTALLATION N W/1X BUCK INSTALLATION TYP. HEAD do JAMBS SEE NOTE 2 TYP. INSWING THRESHOLD SEE NOTE #2 TYP. OUTSWING THRESHOLD SEE NOTE 2 FRAME ANCHORING HINGE DETAIL P 27 22 22 26 2 STRIKE PLATE DETAIL l air. N.T.S. ar: sr. FL G-3550 Y �J R: A - Pro1ectslProlect Folders1Pro11201-13001pf 1241\D. RINK Drawims1NON-IMP HUADERS HARDWARE NEMiMg, 6XX A W 0.5" 0.5" 0 2" 2" n 3.5" 0 11.25"J 11.25" (no 1 19.75" 19" 32.25" 31.5" 35.75" 35.25" 37.75" 0 0 CA f0 - Doi cn a TP o y J � a V p O T- Z o o g D w o 4 (1 1.750" 0.050" o cq 1.250" 0.93" m �, m _ � Z A N f-- 0.750" 00.314" N V phi p r 0= S A A A 1+ Obi ID d a 1.301 " 1.298 —�{ 1.250" ¢ 2 PRODUCT: Doeumenta Prepared By: BULLDINO CONSULTANTS. INC. BUILDERS HARDWARE FIBERGLASS DOOR wsax 230 van;aa rasses pho v N I � Phone No.: BiJ.OJ9.e19 CWiI ° y V PART OR ASSEMBLY: Florida Board o�_uf Prot—J.-I gieeera N �}' Corl1}toata O/A:wll�brizotfon o. 0813 p r !n O i 03 18 08 REVISE GENERAL N076 70 2007 ROF ASTRAGAL VEIAILS Y/GLt��� P� V NO DATE .• & COMPONENTS y�W. 3 1p R I51 NS endeq W. He No. �419e m aom w.w. eu,�owu cor."u�rnnrrs Inrc. BILL OF MATERIALS BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL ? am M YALE CIRRUS 100C PASSAGE LOCK STEEL ! " 45% `OUiSWiNGF-TRRE-SHOLO`BY`DLP ALUM./WOOD m w c u YALE CIRRUS tOCB PASSAGE LOCK STEEL 46 INSWING THRESHOLD BY DLP ALUMINUM < $o z �- A KWIKS0 TITAN PASSAGE LOCK STEEL 47 INSWING THRESHOLD SIDELITE BY DLP ALUMINUM BHI 902 PASSAGEiLOCK STEEL 48 SIOELITE SPACER POLY. PE z 'o c, o omn V N Q YALE 820 DEADBOLT STEEL 49 3 8-16NC X 3/4" PFH SCREW � STEEL L O p YALE-83-DEADBOLT _���� 1KWIKSETTJSE+NzDE4DBOLT STEEL STEEL 50 DOOR SWEEP o) o 2.22 .—I i*Sr, 50 DOOR SWEEP 31 -�- 1 /2" GLASS BITE 35 36 1f2" OfA GLASS THK. 1/8" TEMPERED GLASS SPACE 36 1/8' TEMPERED GLASS 35 34 n GLAZING DETAIL 1/2" THK. GLASS m @ e Zi ; 3 BHI #200 DEADBOLT STEEL C 1 4" MAX. SHIM SPACE J 1 4" X 3-1/4" ITW TAPCON STEEL K —,_ktQLLOW MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR BLOCK-GO_UFORMING TO ASTM C90 MASONRY oo �� �m wo ow s �� s m.Y ° Liz'=2XZ,BUCK. SQ�555 WOOD M 1X BUCK WOOD N _ 1/4" X 3-3/4" ITW TAPCON STEELDo H 1 4" X 2-3 4" ELCO TAPCON STEEL T 1 4" X 2-1/4" ITW TAPCON EEL 1 HINGE & LATCH STILE EDGE COMPOSITE 2 _ HINGE &LATCH STILE REINFORCEMENT WOOD 3 TOP RAIL COMPOSITE 4 BOTTOM RAIL COMPOSITE 5 LOCK BLOCK WOOD 6 DOOR SKIN (0.069" THK.) PLAST PRO NANYA F = 11,063 PSI FIBERGLASS 7 FOAM CORE 1POLYURETHANE om 11 POLYFIBER COMPOSITE JAMB POLYFIBER a a ` y � z w tu cn o Ln w� 11A JAMB FINGER -JOINT -PINE WOOD i3 WEATHERSTRIP FOAM 20 SEALANT SILICONE 221 r#8"3�PFW'=WO STEEL 2- 10 X 3/4" PFH SCREW STEEL 24 10 X 2-1 2" PFH SCREW STEEL 25 10 X 2-1/2" PFH WOOD SCREW STEEL 26 LATCH STRIKE PLATE STEEL 27 DEADBOLT STRIKE PLATE STEEL 28 4" HINGE STEEL 31 TRADITIONAL DOOR GLASS FRAME - HP POLYPROPYLENE ODL POLYMERAIR o o n w 34 _ #8 X 1-1/2- PPH SCREW STEEL 35 PF-1200 P MERIC FOAM 36 GLAZING COMPOUND - FOR ODL BY ADCO BUTYL 37 SCREW PLUG I POLYMER ^ z 39 3/16" X 3-1/4- ITW TAPCON STEEL aT,:07 17/07 40 ASTRAGAL 6063-T5 ALUMINUM BY DLP ALUMINUM Svie: N.T.S. 41 CONCEALED STIFFENER 6063-T6 ALUMINUM BY BUILDERS HARDWARE ALUMINUM DwG. en AP 42„SLIDE.BQLToRQDm-.� STEEL CM Ert. WWH s 43" #,8.=X'�2"',PPH-SCREW-= STEEL aaavnNc rro.: FL-3550 44 1 ASTRAGAL STRIKE PLATE ® HEAD STEEL SHEET _L or 7 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL-9162.3 RI Date: March 18, 2008 Product Category: tettatOo rso Product sub -category: Swinging Exterior Door Assemblies Product Name: Glazed Fiberglass Single Door With Sidelites - 6'8" Inswing / Our Nan= rr act' Manufacturer: Builder's Hardware, Inc. 5615 E. Powhatan Ave. Tampa, FL 33610 Phone 800.966.7753. Facsimile 813.977.5632 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Builder's Hardware, Inc. based on Rule Chapter No. 913- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Conunission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No. FL-3549 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. endel*158 P.E. FL No. March l 8, 2008 PF1241 Sheet l of 3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the 2007 Florida Building Code. 4 Fxoi y2x stud -fan nig-constrtteti anchoring of these units shall be the same as that shown for 2x buck masomy construction. 5. Site conditions that deviate from the details of drawing FL-3549 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-3549 for size and design pressure limitations. Wendell W e , P.E. FL No. 54 58 March 18, 2008 PF1241 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL-3549 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Testing per TAS 202-94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report 07-0223-2, dated March 19, 2007, signed by Wendell W. Haney, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report 07-0223-2. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass load capacity calculations prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation & Management Institute, Inc., certifying that Builder's Hardware, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Wendell W i y, P.E. FL No. 54158 March 18, 2008 PF1241 Sheet 3 of 3 Builders Hardware ' nc. 5615 E. POWHATAN AVE TAMPA, FL 33610 PH. (800) 966-7753 GLAZED FIBERGLASS SINGLE DOOR WITH SIDELITES INS i/VING60UrTSvily oN iMPacN GENERAL NOTES 1. This product has been evaluated and is in compliance with the 0 2007 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wail dressing or stucco. 3. When used in areas requiring wind borne debris protection this 0 product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATION, -DESIGN PRESSURES & GENERAL NOTES 2 PANEL DETAILS & COMPONENTS 3 HORIZONTAL CROSS SECTIONS 4 VERTICAL CROSS SECTIONS 5 VERTICAL CROSS SECTIONS 6 BUCK ANCHORING 7 FRAME ANCHORING 8 JBILL OF MATERIALS GLAZING DETAIL & COMPONENTS 115.00" MAX. O.A. FRAME WIDTH 37.25" MAX. 37.50" MAX. FRAME WIDTH FRAME WIDTH , }T 1 :z �Z 'Ld = O X O �w 0 �Q O �o to L� L=j 1L=L11 IL ji i� OVERALL OVERALL GLASS DESIGN PRESSURE SWING FRAME D.L.O. TYPE DIMENSION DIMENSION POSrr1VE NEGATIVE 115.00" 20.50" INSWING X X +60.0 -60.0 81.63" 62.75" j G1 :OUTSWING�? `115 00: f X1 20'50"r J C+60�0 -':60.0._ �80.50.j -6225 N.T.S. AP ar WWH NG M: FL-3549 1 OF 8 I 31 1 6 2 E 10 5 2 o G1 n� m �m W a o xZ o 7 34 a ZSm NTER O ; I 1 R c g6i aS \- �� S o°O c3 _ 2 HORIZONTAL CROSS SECTION s 2 FIBERGLASS PANEL 0 R 35.75" MAX. 1.385" PANEL WIDTH 1.584" EXTERIO INTERI B 3p c3�sn oo ae� L � � �a GIB w �v 34 Oat 3 TOP RAIL 37 �I�� o e G � a a W p} 2 � m 10, co J d � O 34 ¢ a) --{ 1.584" �+- o0 0 2 ° o I I a gal o z L sZo N JJ N NU 4 BOTTOM RAIL 4S � T N 11.200" � z �f�--F-0.980" o m wF a a 1 5 n N ro i 2 Ui 6 o n° DOORISIDELITE PANEL 2 1 7 WE:07 17 07 ZO 4 WALL-N.T.S. 9 5 //1 LOCK BLOCK DETAIL ii HINGE & LATCH 2 HINGE do LATCH STILE On. ar AP m STILE EDGE REINFORCEMENT CHK BY.. WWH oruwx+o No.: ¢ VERTICAL CROSS SECTION n FL-3549 0 2 FIBERGLASS PANEL sir 2 ov 8 1 1 3 5 4 5 4 5 71A 11 M O D D N m m i m u NOTE � N A p 2 2 � '-�' P . m w Alm FROtv1 OP OF FRAME-TFIEN 10 �?N� £XiERIO CENT($) SCREtYS +iOTAIE4CH w9MB5Jt °v zAER m 2 3 1 v ^my`am°c\�io 3 3 $ _ u a$ 4 A 3 N 0 SEE .�p 21 NOTE 1 INTERIOR La 3o U y .11 K oo v / 4 1 HORIZONTAL CROSS SECTION INSWING �' D Ip \,,j�SHOWN VIX SUB —BUCK SUBSTITUTING y3 J Q CONCRETE SCREWS FOR SCREWS PER SECTIONLu 1714.5.4.2 OF THE FLORIDA BUILDING CODE. �m z 2 2 4 3 4 F Sti o. 4 5 4 5 5 =IC3 o �" 1 /4" MAX. K o a F O a SHIM SPACE (TYP.) L m 11A 11 29 G 11 11A IIA 11 29 G 11 11A 11A 11 25 ' ^o N 25 w o o °. H m EXTERIOR 13 �T RE IOR 13 EXTERIOR O F < M O J INTERIOR U 21 O NTI ERIO INTERIO SEE 27 °a DAM.07/17/07 12 23 23 19 12 SEE NOTE 1 12 scams N.T.S. 25 28 NOTE 1 2g C M. BY: AP m CBK. BY. WWH ? HORIZONTAL CROSS SECTION � /�3 1 HORIZONTAL CROSS SECTION 7 HORIZONTAL CROSS SECTION a B N6 NOa n 3 INSWING 3 INSWING 3 INSWING FL-3549 0 SKU 3 OF $ -EXTERIOR > > VERTICAL CROSS SECTION 4 INSWING 2�VERTICAL CROSS SECTION 4 INSWING MR-1111"WRIM 1 SCREWS- THRLjFRAMPINTO SIDELITE PANEL LOCATED 6 FROM CQR ERS-OFJ51DEtJTE AND 0 CENTER LINE Fad S DELI .. � �• p'�:• a .� W ¢a^ �(nn: 7�SEE �= 11 11A 21 v7 NOTE 1 •- EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 4 INSWING /'4 ` VERTICAL CROSS SECTION 4 INSWING 1 TER 0 BY.. AP m ar. WWH 3 FL-3549 0 r 4 of 8 �. 5a� I IA f3 INTERIO IL EXTERIOR 1 VERTICAL CROSS SECTION OUTSWING 5 SHOWN Wf1X SUB -BUCK SUBSTITUTING CONCRETtt SCREWS FOR SCREWS PER SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE. (i) VERTICAL CROM SECTION NOTE 1. SCREWS THRU F,R VE- INTO-SIDEUT-E-PAN-. EL L•OGATED 6 FROM CQRNERMO4SIDEIIT�iND®GENTEf2 UN 0 om g n z om� OI Z O Op, C .♦. UOm QL ♦ r' - d. a 90 $S M "O , C 8 y w U u)a 12 w 'o �O U =v 11 11A 21 SEE (n NOTE 1 w v INTERIOR EXTERIOR 9� o 5 VERTICAL CROSS SECTION OUTSWING(m 5 SHOWNETV SUB -BUCK SUBSTITUTING CONCRtt77�h SCREWS FOR SCREWS PER a w SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE. IN "AMIM-1 WMON 3 VERTICAL- CROSSISECTION 4_ VERTICAL CR6SS'rSEC710 5.6.2FR�MER� t1UTSiNINGOI�LY— ' BY.. AP m 3 WWH �FL-3549 N 8" 8" 4'4:4 4,, 7*4" TYP. SEE ! ! ! ! NOTE 1 H i is 2X REINFORCEMENT z SHOWN FOR REF. 2X BUCK _ ONLYCr MASONRY OPENING i i i i 0 m ol o II a a II II II II II � m o N i'r. II II NOTES: 1. 114" Elco Topcon anchoring 2x buck require a minimum 1" clearance to masonry i ^Z edges, a 1-114" minimum embedment and a minimum 4" clearance to adjacent topcons. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Topcon locations at the corners and mullions may be adjusted to maintain the minimum edge distance to mortar joints. If Topcon locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, Additional Topcon may be required to ensure the maximum on center dimension is not exceeded. a° Dim 07 17 07 z snuE N.T.S. ° 5 MG. BY. AP m CHK BY. WWH 3 a Duwam Ho n FL-3549 °o SHEEP 6 OF $ W M� 3 . 0 � O � OD D� _ �.. z'm • 3 Ica oY ? �iU N u in m 2X BUCK ry w °d o ? 96. z :n U - w T} > z p U I y� g ¢ W MASONRY 0 n�i N sm OPENING 'n �I03 a a o� �•r. 0 Will I HINGE LOCATIONS LATCH & DEADBOLT o LOCATIONS — SGL DOOR Ln F.RAME�-ANC � H'r�O�RIN—G� 0 0 z v y i9 d NOTES: z 23 1. 114" ITW concrete screws anchoring frame and/or sill require a minimum 2-112" clearance to masonry edges, a 1-114" minimum embedment and a minimum 3" _ clearance to adjacent concrete screws. Substitution of equal concrete screws 23 from a different supplier may have different edge distance and center distance 26 wre 07 17 07 = requirements. Tapcon locations at the comers and mullions may be adjusted to m yn N.T.S. maintain the minimum edge distance to mortar joints. if Tapcon locations notedm as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance 19 DVM. BY` AP to mortar joints, Additional Topcons may be required to ensure the maximum on aa. ar: WWH 3 center dimension is not exceeded DMWNG No.: c FL-3549 a HINGE DETAIL STRIKE PLATE PLATE D�AIL a sim 7 OF -A- 0 25 W/2X BUCK INSTALLATION - N W/1X BUCK INSTALLATION 29 TYP, � Co TYP. HEAD & JAMBS SEE NOTE 1 T TYP INSWING z aw � w THRESHOLD 'n o c> P TYP. � T TYP. INSWING n � o FRAME THRESHOLD TYP. TYP. J OUTSWING � OUTSWING THRESHOLD THRESHOLD TYP. SEE TYP. SEE NOTE 1 NOTE 1 BILL OF MATERIALS REM DESCRIPTION MATERIAL YALE CIRRUS 100C PASSAGE LOCK STEEL A YALE CIRRUS 10CS PASSAGE LOCK STEEL KWIKSET TITAN PASSAGE LOCK STEEL Bill #902 PASSAGE LOCK STEEL YALE 820 DEADBOLT STEEL B YALE_B3—DEADQQLT _,N STEEL [KWIKSET�TITANXOEADBOLT._'"'.i '' STEEL BHI #200 DEADBOLT — STEEL C 1 4" MAX. SHIM SPACE — G 2X REINFORCEMENT CLEAR PINE SG>.42 W00D H 1 4" X 2-3 4" ELCO TAPCON STEEL J 1 4" X 3-1/4" ITW TAPCON STEEL K MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 MASONRY L 2X BUCK SG2.55 WOOD M 1X BUCK WOOD N 1"4" X 3-3/4- ITW TAPCON STEEL P 1 4" X 2-3/4- ITW TAPCON STEEL R 3 16" X 3-1/4- ITW TAPCON STEEL T 1 4" X 2-1/4- ITW TAPCON STEEL 1 HINGE & LATCH STILE EDGE COMPOSITE 2 HINGE & LATCH STILE REINFORCEMENT WOOD 3 TOP RAIL COMPOSITE 4 BOTTOM RAIL COMPOSITE 5 LOCK BLOCK WOOD 6 DOOR SKIN 0.069" THK. PLAIT PRO NANYA F = 11.063 PSI FIBERGLASS 7 FOAM CORE POLYURETHANE 11 POLYFIBER COMPOSITE JAMB POLYFIBER 11A JAMB FINGER —JOINT —PINE WOOD 12 TRIM — 13 WEATHERSTRIP FOAM 19 #8 X 2-1/2- PFH WOOD SCREW STEEL 20 SEALANT SILICONE 21 #7 X 2" PFH DRYWALL SCREW STEEL 23 10 X 3 4" PFH SCREW STEEL 25 J10 X 2-1/2- PFH WOOD SCREW STEEL 26 LATCH STRIKE PLATE STEEL 27 IDEADBOLT STRIKE PLATE STEEL 28 4�-HING STEEL 29 . ' 1'.0'LX�"<=P_FH,SCREW STEEL 31 TRADITIONAL DOOR GLASS FRAME — HP POLYPROPYLENE ODL POLYMER 34 #8 X 1--1 2" PPH SCREW STEEL 35 PF-1200 P/MERIC FOAM 36 GLAZING COMPOUND — FOR ODL BY ADCO BUTYL 37 SCREW PLUG POLYMER 45 OUTSWING THRESHOLD BY DLP ALUM. WOOD INSWING THRESHOLD BY DLP ALUMINUM INSWING THRESHOLD SIDELITE BY DLP ALUMINUM E05 SIDELITE SPACER POLY. PE 3 8-16NC X 3 4" PFH SCREWL DOOR SWEEP — k/2SS 35 0/A THK. 1/8" TEMPERED GLASS AIR SPACE /8" TEMPERED GLASS GLAZING DETAIL 1/2" THK. GLASS 0 u� 0.338" —►{ o 12 7RI� N {--4.562"►{ n 11 POLYFBER JAMB 4.563" Lo t` �1 OUTSWING THRESHOLD 25 t 48 SATELfTE SPACER 4.562" 0 N 11A JAMB in co 0 2.22" NTM 50 DOOR SWEEP 4.563" 8 0 rn N 46 INSWING THRESHOLD 25 4.620" �{ M r� INSWING THRESHOLD V Erf: AP eras. er: WWH FL-3549 r 8 Of, I Florida Building Code Online Page 1 of 3 AffairsCID unity Ifr r , BCIS'Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats & Facts I Publications I FBC Staff BCIS Site Map Links Search I n` Product Approval L USER: Public User Product Apyroval Menu > Product or Aoplicalon Search > Application List > Application Detail FL # • FL11825-R6 Application Type Revision • ° • _ ` ° ' Code Version 2007 Application Status Applied For Comments • Archived ❑ Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE ❑ Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/WDMA/CSA 101/I. S. 2/A440 Year 2005 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqub%2iM2eroZGIOGj9uleJ63Q... 8/8/2011 (Validator / Operations Administrator) MI Windows & Doors, Inc. P.O. Box 370 Gratz, PA 17030 Attn: Rick Sawdey. AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMA/WDMA/CSA 101/I.S.2/A440-05 FW-LC50-1854x1800 (73x71) COMPANY AND PLANT LOCATION CODE SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED NO. DESCRIPTION MI Windows & Doors, Inc. FRAME �, 70412 Ave. MTL-9 740/3740 PW (FIN) 1854 mm x 1800 mm (AL)(0)(IG)(TEMP GL)(ASTM) Smyrna, TN 37167 (6'1" x 511") 2. This Certification will expire October 12, 2013 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: 94104.01-109-47 Date of Report. November 3, 2009 Date: November 10, 2009 Cc: AAMA JGS ACP-04 (Rev. 8/06) NOTE: ALL CERTIFIED WINDOWS MUST BE GLAZED WITH TEMPERED GLASS. Validated for Certification Adted Laboratories, Inc. Authorized for Certification American-A(chitectural Manu'factuieis`Association ELEVATION 12" O.C. 3" 3„ -�_ F 12" O.C. 71" Anchor (See Section Details) 73" a't�'CLEARAIS (ALL FOUR SIDE SHEATHING FLASHIN BY OTHER EYterw. 1�0—i JAMB DETAIL * ,NAIL FIN' MEANS' MOUNTING FLANGE'.S A GENERIC . WHICH (NOT TO BE CONFUSED WITH '1/2' FF HEAD DETAIL Notes: 1. Installation depicted based off of structural test report 94104.01-109-47. ;IZE HEADER AS NEEDED 2. Wood screws shall satisfy the National Design Specification for Wood CA CA CAULK UNDER NAILING UN Construction for material type and ENTIRE PERIMETER FINBEFORE dimensional requirements. FASTENING. 3. Wood buck installations are assumed 2x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4" penetration into wood buck. 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be Load bearing, non — compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the SHIM AS air infiltration, water penetration, intrusion REQUIRED or thermal performance requirements of the installation. #8 X 1-1/4" SCREW (SHOWN WITH }" SHEATHING) MUST ACHIEVE 1-1/4" PENETRATION INTO STUD. SILL DETAIL 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate jamb fasteners 3" from comers and no more than 12" on center. Locate head/sill fasteners 3" from comers and no more than 12" on center. Design pressures of smaller window sizes are limited to that of the test window, SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +50.13 / -50.13 UNITS UP TO 73' x 71' (SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) epe duw er. -AM �® INSTALLATION INSTRUCTIONS r- T.C. 12/03/09 & FASTENER SCHEDULE =u FIN— °ECKM DAM se" WIN: Windows &Doors 740/3740 Picture Window NONE 1 Cr 1 on Ma i¢v. Gratz, PA 740PW FIN — :+ // T I L COEfNC. TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. - tilteco@aol.com PRODUCT EVALUATION REPORT FL P.E. License No. 44167 FL E.B. License No. 0006719 REPORT NO.: 08-0522.04 May 22, 2008 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB -CATEGORY:. Storm Panels PRODUCT NAME: 24 Gage Bertha Galvanized Steel Storm Panel (2„ deep) MANUFACTURER: Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report (revises FL 5351-Rl with Report # 06-0815.01) issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to Eastern Metal Supply, Inc., manufacturer, based on Rule Chapter No. 9B-72.070, Method 1 d 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 (P.E.D.): Drawing No. 08-149, titled "24 GAGE BERTHA GALVANIZED STEEL STORM PANEL (2" DEEP"), sheets 1 thru 10 of 10, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 05/12/09. This drawing is an integral part of this Evaluation Report. 2.2. TEST REPORTS: Large missile impact and cyclic load tests were perfa`-Iid:l#44 AN. E4 886, E-1996 standard as per section 1609.1.2 of the Florida Building`Load Tests 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (365) 8' 4-4530 - Fax: (305) 871-1531 2 PRODUCT EVALUATION REPORT NO.08-0522.04 As per Section 1714.5.3, ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report No. 0304.01-08, dated May 12, 2008, and signed and sealed by William R. Mehner, P.E. and Henry Hattem P.E., Report No. 1220.01-05, dated July 16,'2007, signed and sealed by William R. Mehner, P.E., and Henry Hattem, P.E., Report No. 0926.01-03, dated January 15, 2004; signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. Tensile test reports # 8CM-256, by QC Metallurgical Inc. Laboratory, dated March 21, 2008 and signed and sealed by Frank E. Grate, Jr. P.E., as per ASTM E 8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: This revision includes new calculations to verify the moment of inertia of storm panel where its end lips include now hemmed edges. Comparison is made in relation to panel with non -hemmed edges. On 24 Gage Bertha Galvanized Steel Storm Panel (2" Deep) for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1612 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated May 12, 2008, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE EMPACT RESISTANCE: Based on new calculations explained on item 2.3 above, we have concluded that storm panels with hemmed edges comply also with large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM E-1886, E-1996 Standard. Large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM E-1986, E- 1996 Standards, with missile level "D" (basic protection). 4. WIND LOADS RESISTANCE: 24 Gage Bertha Galvanized Steel Storm Panel (2" Deep) has been verified to sustain wind pressures. Maximum panel length shall be. as indicated on sheet 2 of 10 of Product Evaluation Document (P.E.D.), drawing No. 08-149. Maximum Anchor Spacing shall be as indicated on sheets 6, 7 and 10 of 10, of Product Evaluation Document (P.E.D.), drawing No. 08-149. 24 Gage Bertha Galvanized Steel Stem -.Panel (2" Deep) has been verified .for code compliance to work as a non -porous; M1 assembly, as per ASTM E-1996 Standard.:' v� �• k ' r PRODUCT EVALUATION REPORT NO.08-0522.04 5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 4 thru 6 and 8 and 9 of 10, of Product Evaluation Document (P.E.D.), drawing No. 08- 149. Minimum separation to glass shall be as indicated on sheets 4 thru 6, 8 and 9 of 10, of Product Evaluation Document (P.E.D.), drawing No. 08-149. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 2 and 3 of 10, of Product Evaluation Document (P.E.D.), drawing No. 08-149. Anchor specifications shall be as indicated on sheets 1, 5, 6, 8 and 9 of 10, of Product Evaluation Document (P.E.D.), drawing No. 08-149. 7. MWATIONS AND CONDITIONS OF USE: 7.L Shall be strictly in compliance with General Notes No. 1 and 7 thru 12, indicated on sheet 1 of 10, of Product Evaluation Document (P.E.D.), drawing No. 08-149 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). i • *'; " 1, Florida Building Code Online Page 1 of 3 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search i Product Approval r? USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL11964 Application Type New Code Version 2007 Application Status Approved Comments Archived ❑ Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Walter A. Tillit, Jr developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. R Validation Checklist - Hardcopy Received Certificate of Independence FL11964 RO COI Certification of independence 08-0522.03.PDF Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2002 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODchXgaXPmSkBu... 8/8/2011 1. 24 GAGE BERTHA "VANZED STEEL S70RU PANEL (2" DEEP) SHOWN ON THIS PRODUCT EVALUATION O^CUM£NT (P.EO.) HAS BEEN YFRR7ED FOR COMPU4NCE IN ACCORDANCE W9TH ThE 2007 fLORMA BUALIN,NG CODE. MIS 24 GAGE BERTHA GALVANIZED STEER. STORM PANEL (2- DEEP) STALL MI B£ INSTALLED AT HICK VLYOG4Y HURRIC'VE ZONES (MAMI - DADE / BROWARD COUNTIES). LYS7TN tVf 6 LOADS SHALL BE DETERUMED AS PER SECT70N 1609 OF THE ABOVE hk-NWNED CODE, FOR A BASIC WIND SPEED AS MURREO BY THE JURIMC170N WHERE STORM PANEL WYL BE INSTALLED, AND FOR A DIRECDONALRY FACTOR Kd-0.85, fN ACCORCANCE W/ ASCE 7-05 STANDARD. 24 CAGE BER77'i4 GALVANIZED STEEL STORM PANEL (2' DEEP) ADEQUACY FOR &FACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED fit ACCORDANCE MTN SEC77ON 1609.1.2 OF THE ABOVE MENTIONED CODE. AS PER AMERJCAN TESTING L49 OF SOUTH FLORIDA- REPORT j 0304.01-08. AS PER ASTM E 7886-05. ASTM E f996-05 AND ASM E 330-02 STANDARDS,- AS WELL AS REPORT jl f220.01-05 AS PER ASTM e' 1BB6-02. ASTM £ 1996-02 AND ASTM E 330-02 STANDARDS AND AND REPORT 1 0926.01-03 AS PER ASlM £ 1566-97, E 1996-02 AND AMU E 330-02 STANDARDS OU4UFI£D FOR WIND ZONES 1, 2 AND J MISSILE TPE D (a45AC PROTEC77ON ONLY) AND FOR INSTALLATIONS AT NON £S wxi. FACIU7l£S AS DFFINFD BY SECTONS 6.Z I.1 AND 6.Z 1.2 OF ASTM E 1996-02 AND ASTM E 1996-05. 2. ALL SIM SHEET METAL PAAkLS STALL HAVE STRUCTURAL OUALDY AS711 A-W, GOBW BO WITH MIN fy - 106.0 W, WTH G-90 CILVARZED STEEL AEEICNATON. a AA ALUkWW EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 606J-7B ALLOY & TENTER UNYESS OTHERWS£ NOTED. THE itfICKNESS OF ALL. EXTRUSIONS SHALL BE AS SHOWN ON D95 DRAMAG, STORM PANEL COMPONENTS 1@U STUDDED SNAP TRACK AND l i FVdALE COVER CAP ARE PATENT P£NOMIG 4, ALL SCREWS TO BE STANJLLSS STEER 504 OR 316 AM SERIES OR CORROSION RESISTANT CO4TD CAMEON STEEL AS PER ON 50018 W/ 50 k6A YIELD STRENGTH AND 90 kal 7FJLSP,.£ STRENGTH - 5. BOLUS TO BE A5W A -JOT GALVAWZ£D STEEL OR AASI 504 SERIES STAINLESS STEEL, WITH J5 k6l MINIMUM YIELD STRENGTH. S. ANCHORS To WALL STALL BE AS FOLLOWS (VALESS 07HERW15E NOTED): .(A) TO EXISTING POUTED CCWCRET& I'c - 3192 pal. MAN. _ 1/4- / TAPDOH ANCHORS AS MANUFACTURED BY LT.W. BLRDEX 1/4' L S.G. TAPLONS AS MANUFACTURED BY I.T.W. BUTLDEK 1/4' o x J/4' ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPE(7ALTY COMPANY. NOTES' A. 1) MINIMUM EMBEDMENT ISM POURED CONCRETE OF TAPCON ANCHORS LS T 3/4' A2) MI7IMUM EMBEDMENT OF 114 0 x J/4- ALL POINTS SOUD-SET ANCHORS 50IALL 8£ 7/8- INTO THE POURED CONCRETE: NO EMBEDMENT INTO STUCCO STALL BE PERMITTED. 1/4' /-20 S.S. MACHINE SCREW (SIDEWALK BOLT OR TRUSS H£AD) USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO MST AND 1' M/MMUN FOR WALLS WITH NO STUCCO. AJ) AN CASE TINT PRECAST SIOME, PRECAST CONCRETE PANEL % OR PAVERS ILE FOUND ON THE 0072NG WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE AWN STRUCTURE B£F0NC SUCH PANELS ANCHORAGE STALL BE AS IWICATED ON NOTES AT) & A2) ABOVE. (8) TO £XISRNG CONCRETE BLOCK WALL, ASTM C-90 UNITS' t/4' I TAPCON ANCHORS AS MANUFACTURED BY LT. W. BUILUX.. 1/4' 0 S.C. TAPCONS AS MANUFACTURED BY A.T.W. BULODf W/ Fm - 1500 psi. MIN. f/4' / x J/4' ALL POHNIS SOLID -SET ANCHORS AS DISTRBUTED BY ALL POINTS SCREW, BOLT & SPECALTY COMPANY W/ I'm - F800 ps& MIN HOLES 0.1) MAXIMUM LVBEDMENT 01 TAPCCN INTO CONCRETE BLOCK UNIT Si{YL BE 1 1/4`. B2) MMRMUM EMR£OMENT OF 11410 x 3/4' ALL POUTS SOLID-SEr ANCHORS SHALL SE 7/8' INTO THE CONCRETE RI".. No EMBEDMENT INTO Sr✓CCO SHALL BE PERMITTED. 114' / 70 S.S. AUCHINE SCREW (SCENALK BOLT OR TRUSS HEAD) USED SHALL BE f 1/2' LONG MINIMUM SHOULD STUCCO LDOST, AND 1' MINIMUM FOR WALLS WTTN NO STUCCO, B.J) IN CAS£ THAT PRECAST STONE OR PRECAST CONCBE7E PANELS B£ FOUND ON THE EXISTING WALL, ANCHORS SHALL BE- LONG ENOUGH TO REACH THE AAW STRUCTURE BEHIND SUCH PANELS ANCHORAGE S'EALt BE AS LNDACATED ON NOTES 8.1) AND 6.2) ABOVE. (C) To Ex1510?G WOOD FRAME BUILDINGS, wTH Sp£UFC GRANNY G - G.55 H/4- C 7AP00N ANCHORS AS MANUFACTURED Be LAW. DUX=.. ' 1/4- 0 S.C. TAPCONS AS MANUFACTURED Be LTW, BUILOO(. 1/4' 0 SAMM7S SCREW ANCHORS (SSG) AS MANUFACTURED BY ATW BUKOTJC NOTES: C.1) MMUMUM THREADED PENETRATION OF TAPCON$ SC CR SAMMYS SCREW ANCHORS (SSG) INTO WOOD UNIT SHALL BE 1 1/2' C2) ANCHORA.CE SHALL BE PERFORMED BEYOND ANY FINISH MATERAL AT WALL LIKE BRICK VENEER, STL/CCO OR ANY 07HER FINISH. ANCHORAGE SHALL BE AS I."JICATEO ON NOTE C.1) ABOVE (0) ANCHORS STAG. BE INSTALLED FOLLOWING ALL OF THE RECOM&4EN047700 AND SP£CIFICATIC4VS OF THE ANCHORS MANUFACTURER. 7. PANELS NAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING WSTAUA71CM DETAILS SHOWN ON SEC77ONS 1 7HRU 5 (SHEETS 4 & 5 FOR CONCRETE/BLOCK SU85TR4TE5) AND ALTERM77VES 1 THRU 6 (SHEETS 8 & 9 FOR WOOD SUBSTRATES) EXCEPT IMF HEADERS Z 2A, J & 4 & ALL NOT B£ USED 6. IT SHALL BE THE RESPONSIBILITY OF ME CONTRACTOR TO VERFY THE SOUNDNESS OF THE STRUCTURE WHERE PANEL IS TO BE ATTACHED TO 17ISURE PROPER ACHOR4CE THIS PANEL SHALL DALY BE ATTACHED TO POURED CONCRETE, CONCRETE BLOCK OR WOOD FRAME 8WLDlNi.S. SA THE WSPALIATION CONTNACTOR 6 70 SEAL/CAULK ALL PANEL COMPONENT EDGES WHICH REMAIN IN CONPNUOUS COMUCT WTH THE & XDWG TO PREVENT W6ND/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. TO. 24 CAGE BERTHA GALVANIZED STEEL STORY PANEL (2' DEEP) SHALL COMPLY WITH SPEC7F1CAWNS INDICATED IN THIS DRAKVO PLEA' ANY BULDWG AND ZONING REGULATIONS PROVIDED BY THE JURISDICTDN WHERE PE RNJT IS APPLIED TO. 11. SHUTTER AWNFACTURERS LAM STALL BE LOCATED ON A READILY WM" LOCATION AT PANEL IN ACCORDANCE WITH SECTDN 1714.8.3 OF FLORID{ BUHDbW LODE ONE LABEL SHALL BE PIACED FOR EVERY OPEMNQ LABELING TD COMPLY WflH SECTION f714.8.2 OF THE FLOWLN BULOWI; LODE. IZ (0) THIS A.EO. PREPARED BY TITS ENGINEER A GENERIC AND DOES NOT PROVIDE LNFORA14770N FOR A SITE SP£CARC PROJECT,' Le. WHERE THE SOE OONDHAONS OEMTE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLAT/ON INCLUDING LIFE SAFETY OF 7HfS PRODUCT; BASED 01Y THIS RED. P.ROWDEO HE/SHE DOES NOT OE&AAT£ FROM TH£ CONDOAONS DETwIEO ON THIS DGCUM£M.. Colsmuc7YJN SAFETY AT 517E IS THE CONTRACTOR'S RESPONSIBILITY. (e) THIS P.E.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEWS (d) SITE SPEORC PROXCTS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER OR RE64STERM ARCH7ECT WHICH WILL BECOME THE ENC.NEER OF RECORD (E.O.R.) FOR THE PROI£CT AND WHO WILL BE RESPONSIBLE fOR THE PROPER USE of THE P.ED. ENGINEER OF RECORD, ACING AS A DELEGATED ENGINEER TO THE RED. ENCANEER, SHALL SUBMIT TO THIS UTTER THE S7E SP£CIHC DRAWINGS FOR REAEWL (a) THIS P.E.D. SRALL BEAP, THE 04TE AND ORWT,VAL SEAL AND SIGNATURE OF THE PROFESSIONAL E71rINE£R OF R£C040 THAT PREPARED IT. F.B.C. (Non, High Velocity Hurricane Zone) 02006 MTECO. Ewa 24 GAGE M HA GALVANIZED STEEL STORM RANH rs-AL (2' DEEP) ORAWH Br.' £ASTERN METAL SUPPLY, INC. 05/"/0d C O INC. 4266 TrLsrAeA06 aev£ WEST PALM BTACN, a 33A07 W L• ' T£STYNG & SW04VCCRING COMPANY 'K 08- l49 JT l a. q, — 1G 1tm uam now Mr r IxaTes/.Ilan.!-, (xiynl-WI •, P/C (66)) =-6061 FAD' (351) 666-47W - RV.4 tWfmv iR atl:- OSwm, ,m' [006713 DI1Awpr. NO - - - S/ffCT i OF 70 WAL AB-0TMR PC FDOAr Oi 4. i 4i 14T61 FMt PANEL Wf HEMMED EDGES O STORM PANEL SC4LE 3/8' < 1' ru• G1]NO M AWL M5 (SEE SCNMW i -;—1 Mar ' 1 Mart. CONCRETE AWRDR$ (SEE SCNEAW Mdt. r uil. STORM PANEL 1 Aen. TYPICAL ELEVATION A r. S. &479 cow" -I I.0 0' r- r-1: IN 6 -Z020'-4 a w Q RIP) HALF PANE W/O HEMMED EDGES arn• e.L1oD• .� 1.e • r.. � -� 1.70• r 0. HALF PANFL W/ HEMMED EDGES MAXIMUM DESIGN PRESSURE RATING "W" (Q.st ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" (1) L+: ""ILW AMOM &r PANG LLV.-M FOR A GViN POSRLVC VESZV LLNO. L-: UM ALLOWABLE PAID LEMM FDA A 640 Mr.4MV OE W LAID. (Z) MX4EWFE M K=MM bAWWtW PANG umpt PoR wu ND nvu nr aoavt A2r MEN A POMME AMM UKA DE7FRA& E ALOUWM PANEL LENGTH la' FRW SCNO F F� ANC A L PDMM �MQ2EW W 15 TMONW O MC MWAftIX DEFERNWLD PASS LEI M 9ElIIE3N 14' AW 2-' (!) WA WL PANEL LDOW 70 a 4e- SCHEDULE f 1 VALID FOR POURED CONCRETE. CONCRETE BLOCK AND WOOD SUBSfl4AT£ INSTALLATIONS SEE CLOSURE Z DETAIIS ON SHEET 5 1 / f�D aLLOSIJR S ON SHEET SECTION A —A MAXIMUM PANEL LENGTH 'L+' OR 'L—' (ft.) N,IHA.I 9Q.4Y4 PRO Im J (F r -) C&CF= CAWAM ADM ! .Oc6 DRSWAAIIR S x. PAAa W4M Lr De) we M-01 L- (2) 37.6 9'-10' J4.0 9 _7. 9'-70- JH.O W-4' 9'-7O' JAO 9'-1• 9-10' 40.0 a -to* 9'-fo' 42.0 6-7• 9'-10' 44.0 e'-5• 9'-6- 46.0 484 e'-1' 6'-6- W.O 7'-1 t' 8'-4' 52.0 7'-9' 6'-0• 54.0 71-71 r-a• 56.0 7'-5' 7'-5' 67.0 Y-1' 7'-4' 58.0 Z•_8- Z•-6• F.B.C. © "h" HEADER. 7 .1BB- ' n FI::::i --IT R.062' Lr :-093- TYP. ® "F" TRACK .095' ® "h" HEADER (OPTIONAL) 1.000' M0>r $ In � t- h e . r .090' .090, 07 1 " STUCCO TRACK r J/4• SS SIM W/ NP.Y, — zc. f0 STUDDED SNAP TRACK 15 © + + d, , �. i IIL. I —�r.e9J• � i J/1' S.S. �W_111*"-21 XRURLEO SNOS W/ $ AT 12' O.R ?000'—i 8Q STUDDED ANGLE (o FERALE COVER CAP ® "U" HEADER EWE OFQr t t i � I .,�.y d rowovp h EDC£ OFQ Q LARGE KEY HOLE ® ROUND HOLE AT PANEL o .4w• ' o .4 daa• -� Q0. Q WASHERED WING NUT DIE CAST (ZINC # 7) NICKEL PLATEQ�a+b:... -•{ �.-.z14• R 200- .C9?' o � R.125'. IJ III 1 F-. l50' -T N { .JB4'F- J.000' MOr.- 05 J" ANGLE BUILD OUT BRACKET O.J17; s- I 1 -- 1 R6a5 •957' 9� KEY HOLE WASHER 3105-H154 ALUM. ALLOY COMPONENTS Saue• . 1/2' _ 1' "►o.�:;7.., s_ +:. g F.B.O. (Non Hlgh Velocity Hurricane Zone) .;t:Y:, G�3�;�r+'y';:.-4,�. o2aca ntr.ao, me 24 G4G£ BERTHA &UVANIZ£D STEEL STORM PANEL rsJac • .-e `,. - of (2' DEEP) aeuw ar. EASTERN METAL SUPPLY, INC. 42e8 Wsr FNGW mr SQ. ter`-"�. •. �+1' . u--' • ' `� 71tllT TCSTINO R fNGH£FF�NO CONPAHY axy hIR ,fs�n, r�..va ,>0.i �wrid� CaoOVF q mr" snnr War PAW Mwl n ,ur07 PH: (dd!) dJl-606'1 rNC (J6/) 5dd-47d0 6-478 OB-T49 ;: v, • a , fmwn-rm . r•. a pn+JsO+-rmr E8-00057lY �zv. r eus our wr. w our OFAWNO Na jy�}�����,o OR N CONCRETE OR LAIVOCONCRETE BLOCKi REOLaREa � 1 1 1 I' WOO. SMAR47CH TO CUSS W/ &a POURED CONCR OR CoArRm AEONR&7 M D FOR TAFCONS 5 WI AI wxN N M 1 E. D. 1 see CHOISe'ouaFa POUR© COACITar OR CONCRETE BLOCK (OPEN POs,74m +) REOUIREa SECTION O ANCHOR (SEE SGNEYU " SIDf WA1IC 80LTS APE AS PER !/tY1'J; Tfi1CK NEAO AUCMNE SCREW W/LFNCIH NOTES A-2 @ 8l (SHEET 1) . ++ TRUSS HFAO BOLTS ARE I/2'Ir1/8' TMCx NEM ujCNW£ SCREW W/2000TH AS PER NOES A2 d• 32(SHEET f POURED Ca OR CONCR& SECTION ! REOUIREO WALL MOUNTING INSTALLATION Xb SEPAR/ TO CLASS SECTION O STUD SECTION 2 sc Eww ANC1tOR5� F-- (51Eff SCilECUt£) SECTION O ANCHOR i 1 Cont. �uli� oxxETE S£C77ON 0 STUD WALL & FLOOR MOUNTING INSTALLATION ;.. SECTION 3 02O66 RLTECO, RM '� E COIN., �'• •• ;'�'�, TILUT TSTINO ! ENO1HrCRINO COI - ram Ni Sw i!; MiY1 ft.Kt6 !.�'r'�t' o- .':� � ,L. •, • �e+r r '� 7t-rw. r , am>rn-I EBiIW6718 WAULR A fxLf Jr.. P.� L(! RORCK [ic 44167 F.B.C. (Non Nlgh Valoclly Hurrlcona Zone) GAGE BERTHA GALVAJIZED STEEL STORM PANEL (2' DEDD) rs,/R.E. m m sl:• EASTERN METAL SUPPLY, INC. 4268 wEsr R810 pear WLST PAW 8FAN n JNO7 PN: (SOf) DJJ-t001 TAK, (W)) M-OW 0sIt2l" BETE 08— f 49 ORANIAC NO OVOSIUY 0,4 fOt y f0]V1O11 0� - SHEET 4 OF f0 t CEILING & FLOOR MOUNTING INSTALLATION - SECTION 5 SCALE : 3/8' . 1' E O. L SCFIEWLE ON SSMMEEr e) NOTE iOR COAiSM WN OF SECTOW WALL/FLOOR/CE7LM MOLWING SECTIONS CAN BE COMM O IV ANY WAY 10 SUIT ANY NSTALLAnON. CUT J103-M14 OR 600-T6 ALLOY Cool Alum. ANGLE CASE A (Plan) P01JCOMCRmEJEx� OR 2 i4' WOOD FRAME RCOU RED 1 90' < L P&IM-O COACTETE CONCRLTE aloof OR 2ii' WOOD FRAME ft-ow D — 1/4 TAPCDN ANCHORS O 12' 0. CL . O.C. (rtp) W4�F6NE SCREWS 4' x 4' x .072' 1-1O.C. JI05-H:4 OR 606.T-T8 ALLOY C-L Alum. AHO'LE CASE B 1/4 rAP'M ANCHORS- 0 12' O. C. \ry 2 ALTERNATE LEG LOCATION 2' A 5' r .055' Copt Arum. ANGLE OR .080' 3705-9154 SHEET METAL Alum. DENT' PLATE CASE C (Plan) �,� �•'�;' 2' x J' x .093' JI05-Mf4 OR 608J-T6 ALLOY Cb t. Alum. OR W ,W I/4 TAPCOW AWHORS O 12' O. 4 L r=/4• Ci ; � PM'EZ CONCRETE BLOCK O FRAME REQUIRED CASE D (Pl_on) POURED CONCRETECONCRETE BLOCK / OR 214' I/T7C0 /�/� X = BUILD CUT DISTANCE CASE E (Plan) / CONCRETE BLOCKOR 21,14- Wa000 iO FTTWE REWIRED CASE F (Plan) END CLOSURES DETAILS SCALE: 1/4• - 1' F.B.C. (Non High Votoolty HurrIcane AAACEWr LNTEWRLY AWACENT PANE REHDYME PANEL STORM PAVEL F"� w r/••ras w �rdb1 1 SECTION B-B SCALE : N.T.S 1 (TOP) 6A.60 1 (TOP) . ADL{CENT PANEL 1/4 =20�f' SS 6iTERYMLY SOIW7F NiAD PElIOY.ABY£ AaACfAT 4NC Nf SCREKS SIORN �ANc2 1—ni PANEL 10. i (TOP.)AFMhED hD40VABW PANEL 2W'A7 Loo. 6A.68 1 (TOP) EACN B07MM CYERW FLANGE INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION SCALE : N.T.S WOOD NEWER PCOM /X AT12• aA AT % oc. r 1r ac. �--r -till I OR DONCR m 1 n g 1 I 1 SCUARE XFAD I UACIPA HFi10 I sl ANCNU/E SCRRYS 1 ; � ANLYTNE SCRGWS W/ Q'lj AT O 1 1 W/ ® AT OVERUP 1 1 I 7 1 1 7 I 1 1 1 1 1 1 1 ' I 1 I M I 7ETE BLOfJf -_ ; 8= I P I ' r 11410 rAPCOHs ,. AT 12. O.C. 8 FU� REO�A `• ,``1 � 8 AT M14PWIM OF PWE AT T2• o.a WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 6A SECTION 69 SCALE : J/8' - 1' SCALE : J/8' 1' INTERIORLY REMOVABLE STORM PANEL SECTIONS L�RNOT--MA.2 HCa0AS A2 & MAXDESIGN LOAD = +57.0, —57.0 P.&J.ARE!/2VH Oaw.4I 'd F.B.0 Non NI ( gh Velocity NMrrfcone Zone) c2au MWOR P.0 24 GAGE BERTHA GAMWED STEEL STORM PANEL Fs/AG (2' DEEP) CRAW or L9 `` l3 j v` �I/► EASTERN METAL SUPPLY. INC. CA s•';:r=� a•-::J ..... ,.IL G�rO INC. 421a WEST ROIAS Ma WLST PAW BEAGL fL IM7 -- - MAXIMt7M DESIGN PRESSURE RATING `W" (p.s.f,) AArD COPRESPONDNG MAz rxrrn_i a Nr_u_ nu FACING 4 rEQUI.F FOR 2MLLd2WW3 IN CONC 1M1D's AND CONCR= BOCK aMMMY) �^ 7 FB.C. (Non High Veloelfy Hurricane Zone) ANCHORS LECEj(p ii . a �q�,•i'vr,<:V� y. oxna mrEm tom. 24 G4GE BERIHA :RLVANIZED STEEL 5/U/iN PgNQ Fs/R.e: -e - ;44y. o .J _Y. (2' DEFP) ORAwN or •<. _ EASTERN METAL SUPPLY, INC. ' ar/L2/oe r2aa *EST tLaos otaiE £. O, EDGE (eSTANCE i'.f -0+ • i::(L-C ''a. Lf;1 7111,T ITSrING t LNf.IH[ERINO COLPANY wTsr vuw BFACI4 ( JJ107 OB-149 •rr 6u r nR Jrar sr .m. taaral R .urn vN: (xtl a]s-6aa1 rA>C (MY) J.lo-�7¢0 _ Po•r . laaelrsl-I¢ra . !v r I n-rerr iev. is une�rnor ¢W Int r Ooawrar ar ORAMllAG M lam' wALTERA 1TLr Jr. P.F. '' • % _'' '• • iLOR7u Lie. NT67 SIR., 7 - f0 wusral AMa!aP5' rArJC m6 G ¢ . s W. war �ra7 • AVfle/T:[ ro �+�'! a wYr marr¢xly rrlrmr l/rbrAAr focal i' (IJ AEOAAt TAq'4f6 sa:D ST scaP-.¢v ro e7"eme ro rataar ro earcure ro wasa+w• ro c»xaeelT ro wsarr N/A N/A rT' Ir 12' f3' 1 (7a�) ,a• fx• it sr u• ,r r (BOTrar) la• 1:• eT' Jr a• iz• T (rLw) ♦rAO. -Kt0 17' IP• (T' 12' 12' 12" 2 (87r7ON) � • OR rEss u• 1:• rY ,a• u• lz• ] (MP) L£SY 1]' WA 1I' Y1/A )r I(/A J (B]nDY) i?' WA fT' WA 12' f(/A 1 (fQ) IP• IS' fP• 77• fY' tr 4 (OOIro1Q ,2' 12 fr 1?' 12• 1r J Dp°J 17• 116 f7' 1r 71' IT• a (lnrrosJ} aei �+� latlW.Y AwA4Ka SMGO L:ar G a . J 1/J•• t ayr m�rm+r rK rAOI LFiew 1• LIU rnKw rvcn.v snn m satusaH m a>narrt ro rnrrwa• ro rnvrafTE m ww+w' ro ww7aTE ro wcrv+vr WA WA la' )1• I1' 12• I (ra•) rl• 17' 17' 17' 17' 12' I (B077LlLr) tra0. -A0.0 12' Ir• 12' f?' 12• t2• 2 IMP) > e'-0• M. ro l7' fl' rr 17' le JI' Y (Ba7miD � LESS 1?• fl' r7' 17' 11' 12' J (MP) 9=1fY 17' 1{/A 11' H/A 11' I(/A J (6a7TartJ 77' 11/A /7' WA I (TOP) 12' fl' 17' 11' rS' /1' I (efN7dl) 12' IT' I7' 12' IT' 1T• J (TOP) ,r rT' Ir rr Ir rr s (Borrow) AurerAl � � tCrnnAr ArJRw.taMew Eae G ¢ . J 1/I'•• ArACwra[ ro NR' G�CWB/J1/lp'1 fr 0rar NIT.W� m rncxor TMGWd m Nasmxr SW� ro aYave JLT ro wCryaa S4WiaY ro cwtiUuaE n wmra N/A WA ,J• ll' l2• rP' I (7CN) r7• IJ' 11' 72' fY• 17' 1 (BaTTOw) IY f?• r7' IS• I7• 11' 2 (nM) N0.0. -10.0 /2' IS• IY' I7' fY' 17' 1 (arTr0w) +Ja �a0 11' fr fY IT fr 17• J DA°J IT' WA IY WA 12• µfA J (B077a1f) u• 1r Ia• ta• rr +a• Y (BOTIaw) )r Z. +r er rz' 7r J lra°I ,r IY ra' rz' u' u• J (BorrdD Ln. ANeHOR rrve µPAS rwxaN (REcrAAR OR sa) s.a• SOLID SEf 19' rwa•aa w �� I¢,vaw A10Ufr S AGv, r1w G n . a r/i•.• .mrreP ro 52tlaLe / a Arr �oev wMUN KY[L fY1.rN i• Ola AtLAAf ro Cnwrert nrova ro rwtono' mm m. mASEIs rxr m IfwG`NV i¢weal ro tvKweTE ro rAmwv N/A N/A /P' !r 7 iJa°) t?' it' 12' f2' 11' f2' f (BOTroN) N0.0. -ia0 t7' II' IT• 11' 11' II' Y (>Q°J � ro fT' 71' IT' 1 (80710Y) ar ro +Jza -Jzo rr n• Ia• ra• ,T• rz• ] (rtw) 7,-�, 72• WA Ir N/A 11' Fr/A J (JOrrow) !2• Y(/A ,7• I(/A i7' H/A ♦ (IOP) ,T' 1 f • /3' I1' 72 r (RmrawJ iT' 7T' 17 1T' f1' 3 (TLw) !2• 17' t7' fP' 1P• 13' J (OOI10wJ a��vyll �n 1wrArnI AAGA)6' 97tavio fare ¢ . J 1/Y.• AIKfAa1/ i ArN wvwacw a' 71fY a>Ive� laelx s' fnJ PYaw ro ta•ARLlC >7ucnrs m wawuf saw ro tonaa sn ro wtrPwr serAam m m'CAtTE ro ILIwNTY +sea -sa0 f� � LESS 11' 12' 17' IS' 11' (AOTILW) 77• IT• IT' IT' 2 (BLIiroY) 11' 1T' 11' rr r?' Ip• ](ICY) fl' 1 MIA 1J' N/A f3' M/A J (earr¢w f2' N/A I7' N/A J7' t{/A 1 DTp) IT' I7' la' 1r }2' /7• ♦ (EanGlrfJ 12' IT' fY 11• 12' I?' J Da'J lY Ta• n• ra• Iz• Ir J (eorrav) 1LAY1NfLw ANCHOR SPACNG5 ARE VALID FOR ]• EL)L'E dS7ANCE FOR E. 0. LESS 7HAN J; REWOE ANLad7R SPACLVO BY WLIYLTINC S'AgI.G SNOM9f ON SCi{E012E' BY THE FOLLOMLM. FACTORS. (ACM Nin E D. F04 SOLOSET ANWORS IS ]7 FD14 ifGS 0.nFR.1TICN ro BE POSSIBLE, REOLCfD SPACING 09TANID u.rria FACTOR SHALL NOT BE LESS TI{IN LONAfW SPAfNNO INDiGrEO fC1P EACH ANCHOP. TYPE AT AhL"lEIQS LEL'fMO. 1/4' SO iAPCONS OR f/4 % 1y4• rAPCONS _ f/s• T{PCOxs. sw SCRE1161.1(ssc (SE: SCHEOUX) sE< SCHEO&U) Ut Ir till it OW/ l9 wi� SEE SCHE=Q %4-2oxT/s' SS 5QUME � NP,AO AgCWxE SCREWS w/®Ar 12•o.G • 1 1 I" • I 1 1 • I 7 i � �1 i I 1 I I N I C + i ry N j 11 L.I 7 I IyyI..II, fA ; Amf. WOOD NEAD4 ! I tj I �vii RFQUGlED I rlj CI + +moo netoE+t ; � I i t I�I fimUlRm I t I 1' M SEFAMMY 1• i I >n cuss ww 1' GM 8Fn I I S ro RasSS i 1 . HfAD MAq/ilN SCREWS AT 12 Oa I Cont j I , 1 1 f t MI ; P4 i (OPEN P0971ON f) I 1 1/4' 0 TAPCONS' Mot tie' WDOO i-1• 1/4•/ TAPCONS •'Cd I (SEE SCHEMtq ruRm l �Aumowm) ISLE ScHmute) SECTION ® ANCHOR 6 Civil. SECTION ®ANCHOR rAPMVS SCHEDULE) PO=ON +) SECTION ® STUD ALTERNATIVE 2 WALL MOUNTING INSTALLATION +rxDFL NO HURR 71iI os CONUf71[AAIS LIPCONS CHMUL4 SEC71ON f? STUD rl�_t�LNr`111 vG -� F.B.C. (Non High Velocity Hurrlcona Zane) :•F''_. 02003 lxn)m ma 24 GAG£ BERTHA CALVANIZ£D STEEL SCORN PANEL (2• DEEP) 1-11) DRAWN BY, ?7 = �•" c: o,. . y' • C' .���a• ' INC. WUNrrrw�NRRQ..utr. • ttr�li fir. wIcww�xCry01iAAv w /tir (JPJJI,!-1,.f0 . Ae .—wn-ISiI EB-000C]ID WALM? A TRLn Ja 67 FLORIDA Lb. 14767 EASTERN METAL SUPPLY, INC.11LIECO 426E OESr RaCS DR➢E WEST PALM D£AQI, FL J3407 Pk (sBi) SM-0051 r".. (511) SW-4780 64TC DB— l Q9 ORAWWD No IIV. IY MIOnlnw O.R tY, atYM1p/ pR + - - +� - SNCt7 s OF 10 EXISRAW M. t/2• powooO t/� I TAPLGNS i' r B' JI[ .1 'fX157/NC WOOL W STWS AS PER SECTION ( StH£DiR£1 BfIN Re UREO. SIRIAORfRAL EO ADE '. TJOI OF R!E ROR/ 1 •' SURDINC CODE W/ I/1I / ro YE ERMEO BWJD PROFESSIONAL D.GN OR WLWO TRUSSES OR RAC .' WCON W/ 15/32' Yi, ARCMTE'CT PRIOR )tl SHUTTF.A O 21' 0. F AFCWRED THRCSDED PENETRAAOV AUTO WSTALLA7PV. f i {' PLYWOOD. (SEE SCHEDW.FI (aow-Tel .aao'. co ALUM NBE w/(J) a/rat FAO SCREWS TYRUOSM. SO f. 1FR. 1IIIII W OLRMFEC SC RP TA I EXSWC WOOD YL/RLR (1'NW<FDMOTHWTT iT•AR NTJOIRMFAWDAL EENWL7AR " t ¢0.4 REuR§4; W000 ED $ urroNti (1 sCEU�P.SvSk4l 1 1 IX SCi Ar S' aF I 4 ConL ro j ' I 1 1 t I 1 I 1 I I L' 1 1' Mn 1 �SEPARATlON 1 Rl CLASS i i 1 Q —{I � I 1 7O CLASS 77 1 I 1 I /4-MrJ/4' SS 50'lIR6 � 1 7/1-20rJ/i' SS SDUA4E 1 I I NFAO AIACMlJE SCREWS W © AT` 12 aC. ' OPTION TO i W/ ® AT r2. O ; ' C 1 ALTERNATIVE 5 AfJnl Tie' WOOD (HDI RN AUCWFV.L 1 $$ I I ylh i A 1 r.00I YN. P el' F4 1 1 • M/n 1/410 TAPCOhS xracmm (SEE SCHEDUW 5 cone J 1 CEILING A FLOOR MOUNTING ALTERNATIVE INSTALLATION S Z. N . 1/2• PLYWOOD RED(JYP0 ) W/ FASTENING As PER SECTION 4 D.7 2JOf F THE FLOR44 DWLDfkC CCDE W/ 1/4I 7APCON W/ 15/.f2' NM. TWEAOED PENEMAnON INrO PLrwDCKr. (SEE SCHEDULE✓ BWW OUT INSTALLATION NOr�E�FOR DF SECF70NS : ALTERNATIVE 6 RCOOUSIM770M C011$INFDOW CA£NY WAY TON IT LE07 .5 E ��s' t"•' �`�:• F.B.C. (Non Hlgh Veloclly Hurrkone Zone) I. /N57ALU'I70N5 ARE ONLY YAUD FOR OE9CN WIND LDlDS ANDPANELS LENC7� AS PER SCHEDULES ON Sf>� 2 (IXCEPT AS NOTED) •��� � "o>'Sa v��y'. •1''`' 010M IWIM NQ 24 „AC£ BERTHA GALVANIZED STEEL STORM PANEL rs,/R.E. 2. SEE ANCHOR SCHEDULE ON SHEET 10. .r +� •moo.%• (2* DEEP) DRANK 9r WOOD NEM9ER5 70 8E SDUTFI£RN EASTERN METAL SUPPLY INC.°J/"/08 ' J. FOR NEW WOOD FRAME CGN57RUCT.'ON.• P/NE Na Z, W/ SPECfF(C OE7J5171' (C) OF 0.55 OR EQUAL. ..._ y.; , ;C70 O�ha7 aTe TALI TESANC l FJICINE[R/NC CONPdNT • .•. �• LRJ kiR JY1 fL, Sn, all i1Yld01 °4mEK A JJlN WEST P AW �MYDS pN, �I_1 rAC S8J ( i ( ) aee-Nag D$-74D - /nnv t JJOJJJ71-IS10 . A! : L1Wilr-IJ71 f:8-0009779 HALTER A 71� ✓. PF. RORl86 Jk. <1f67 II(v. Y afpsLl Y.R Ifl: IY [CItAgA °.S - _ fMAN1ND Na SHEET wyy M�`� Iaio rasmms .a1c�w�x+I r At7�W �IAY raaA;u Aaa 3OA'l8 1' atJ ACACN LYmB acIARW Fwn! ffi WA 72- t}' f 0" .Fao. -40.0 OA Im 1Y' 12• WA 1 Worm) oR 113s IZ' W A ] (rW) 12, WA WA 2 (60MV) r7' la, WA J (fb°) 12' IY WA J (wrmo 12• W WA I (7W) la f2' WA F (6 m-0 I!' II• WA a (w) 12• fY WA 3 (aon"O e' WA WA a (I0P) a• WA WA a (aanow SON W � rAt10lq A[r a A� '�v IAtAl Wcia i• (N A¢uA� iwLMa ecuYCl rA�nt ffi WA fl• 12• 1 (Q^) 12- fl• WA 1 (aarrav) IZ' 12- N A 2 (1W) f7' WA WA Y moff¢W 44ta -ta0M ( It- WA J p°) Ur 47D 6'-la• WA J (aOfRW) WA • (fGi`) WA F (MM) WA a (!W) WA a (0arra v WF a i7wJ I WA a (serlol) ul irAr wL> (1y "00° `""D� .A-� ! a Awr L'P�LIAIIOA ar vcr 1(IOAAI nrn tatlM i' (AJ AmuAe dime aawml au�n3 m WA 17' IY WA 1 (aaRW) It' 17• A a (w) It• WA WA 2 (a07aw) FIaO. -AD 1]' J7' WA J (w) aR -0FF. up TO F 0. "aa 10' la• WA J (8aff0M) fY re 12• fY WA A Manaw 2' a• WA 3 (IN) la• Ia• WA a (,vmO p• WA WA a (+M) f' WA WA a Prim MI-y� tow rAS1a•Ia0 At � A Att NY1iliM Or/�RIL� IbrAAM Aam IGR2A' i' pi) A[afhl rt•4vY 8¢WSW c•ANJ 8C WA fY It' 1 (Rw) 17' 13' WA 7 (a0IMO f]' 12' A 2 (7W) II' WA WA I (89=4 F16� ro h37.R -$).a /2• 12' WA J (W) Cwpb 7'F• ]' 7' WA J 0111Y) fY 12- WA A (fop) 12' IY WA A (Sonw) LS• La. WA a (laI-) 7' I. WA a (8011mv a- WA MIA m OW) e' .4A M/A L OMMA) IytyAl arW (..Ij SON rAt1PQS M1CI0a to v1v / a AYIv ®Y WYARW MVl {DEtM i• MJ IMaA� e-W-6 rAaMw LYA03 8fC WA r7' 1l' 1 f1W) 12' W WA I (90Ro1(1 /}• 1. A 2 (RN) +aaq -JLO �Q (as fY WA NIA I Wnw) W •lFu fY' 1r MIA jr f1w) '2' WA 3 (9 ITWO fI• fP' A(/A { (IW) 12, fY' A(A 4 (60170e) I}' :1• WA 3 (rW) It, rY WA a (" MIp 0• WA WA a (III°) e• WA WA s (3a'rcw •;+,' ��;� :.>...�? 17• a i• "v �,t-e t �`•:' cep/J:. F.B.C. (Non N/gh Veloclly Nurrlcane