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WS-08-1478Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/26/2008 Inspector: Rodriguez, Jorge Owner: ROTUNDO, MICHAEL Job Address: 920 100 Street NE Miami Shores, FL 33138- Project: <NONE> Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Contractor: PAUL DAVIS RESTORATION OF GREATER MIAMI INC Phone Number Parcel Number 1132060340210 Lot: Phone: (305)260 -0034 Building Department Comments REMOVE EXISTING WINDOW AND REPLACE WITH NEW IN MODIFIED OPENING Passed Inspector Comments PLEASE CALL KENNY BEOFRE ARRIVAL (786)229 -4659 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, September 25, 2008 Page 2 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and �treet/address: ri • • • l i11 -� ft--3313 2. Descrip ion o improvement: l l r 111111111111111111111 1E111111101 C:FN 2008R068!5 i08 OR 2k 26533 Ps 2993; (fps: RECORDED 08/22/2008 10:51g16 HARVEY RUVIN7 CLERK OF COURT MIAMI -DADE COUNTY: FLORIDA LAST F'AGE 3. Owner(s) name and address: 1111i0 ,:N orQ 5. fL 33) 3Z Interest in e ro P PrtY: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, f V, � iE FLORIDA, couN`�ir OF DABEIL Name and address: l j- FRFAY CFRTIFY that this is a fru< original filed rA his oy ce on 1►''dav of Amount of bond $ 6. Lender's name and address: HARVEY RUVIN, CL 'r,, of,' D.C. • e� o -r • ocuments may be as 7. Persons within the state of Florida designated by Owner t.$ provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a difft-4frr :t- Igna ure of • , n vf' Print Owner's Name ."9, /?���% :m..0 6 Prepared by )411 Sworn to and subscribed before me this2ff day of /illy 2049 . Address — - 1 Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 5/06 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 RECEIVED AU _ 13 8 2006 Permit No. W S OZ — 14 8 Master Permit No. Permit Type (circle): 1 uildin ,, `� Roofing --� q Owner's Name (Fee Simple Titleholder) ..kki i1 1 G -0.60 Phone # v0 ` 4 I Owner's Address Att 40 M f 10 f) Sr City Nu l State Zip 13 Tenant/Lessee Name Phone # Job Address (where the work is being done) . 1M rL ct S c lObliQ, City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # / Is Building Historically Designated YES NO V Contractor's Company ` Name ti� ' 5 1 Q I by O VV a Contractor's Address 's- (i V\ \A) ` 5 141 City \\ \01/4\cam State 71 Qualifier Name T C,1Qr ktiJO I L� State Certificate or Registration No. C % 05-1115r")) Phone # 1)5'40 —oo 4 Zip � �o I lb /, Phone # 2b5 -- 9 k) —0634 Certificate of Competency No. Architect/Engineer's Name (if applicable) AVIS t� 1 V)ems Phone # Value of Work For this Permit $ b541-30 Type of Work: ['Addition alteration Describe Work: Square / Linear Footage Of Work: .75 31 i l ['New dtw a Repair/Replace D Demolition w * * * * ****** ****** **a * **x * ** **** *** *Fes ************ **** * * *** * ******* * * * ******* ** ** Submittal Fee $ PermiittFFek $. 22& . CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side - a_ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: Asa condition to the issuance o Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person j whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site i for the first inspection, which oc 7 inspection will not b +pve a buildin: ' e , ' „ , , . . .. , must erson b site e, the er the building permit is issued. In the absence of such posted notice, the ill be charged y The f ytegoing instrument day ofY,lUlv5: ,2044 ,by who is personally known to me or who has produced As identification and who did take an oath. li NOTARY PUBLIC: S� Sign: pi Print: Signature The fore day of Contractor oing instrument was acknowledged before m`` e this 15 2006, by , who is personally known to =or who has produced as identification and who did take an oath. NI My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) NOTARY PUBLIC: th. My Commission Expires: Plans Examiner Engineer Zoning PROJECT: CLIENT: DE No.: • . • • ••• • • • • • •••• •• •• • • • •• •• • DAVIS • ,NSINEIS, P.A. 780 TAMIAMI CANAL ROAD — MIAMI, FLORIDA 33144 PHONE: 305- 266 -2566 FAX: 305- 267 -1556 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O.L. #:127365 E.B. #: 0001809 Rotundo Residence •:' •• • •'• ••'• f:92t NE 100 Street •• • • • • • "Mimi Shores, FL Mike Rotundo 2K8099 Structural Calculations Description: DATE: No. of Pages: DS- /V71- Wind L• . d C. Iculations o3 July 24, 2008 Cover + 3 Pages R:10 -DE Project Correspondance12K800012K8099 - 20080724 - COV - Rotunda Residence.doc Harold R. Cobb, P.E. Structural Engineer FL. No.: 10993 - Davis Engineers 780 Tamiami Canal Road Miami, Florida PH: 305- 266 -2566 FX: 305- 267 -1556 • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • ••• • • • • • •• •• • • • • • • • • • ••• • • • • ••• • • • JOB TITLE Rotundo Residence 920 NE 100 ST. JOB NO. 2K8099 SHEET NO. CALCULATED BY HRC DATE 7/23/08 CHECKED BY DATE Code Search I. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Code: ASCE 7 -O• • • • •• ••• •• 11. Occupancy: • Occupancy Group = R Residential III. Type of Construction: Fire Rating: • • • • • • • •• • • • • • ••• •• IV. Roof = Floor = 1.0 hr 1.0 hr Live Loads: Roof angle (0) 3.00 / 12 14.0 deg Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24 - 0.02Area, but not less than 12 psf over 600 sf: 12 psf 100 psf 100 psf N/A N/A N/A Floor Stairs & Exitways Balcony Mechanical Partitions V. Wind Loads : ASCE 7 - 02 Importance Factor Basic Wind speed Directionality (Kd) Mean Roof Ht (h) Parapet ht above grd Exposure Category Enclosure Classif. Internal pressure Building length (L) Least width (B) Kh casel Kh case 2 1.00 146 mph 0.85 15.8 ft 34.0 ft C Enclosed Building + / -0.18 79.8 ft 54.8 ft 0.858 0.858 Topographic Factor (Kzt) Topography Flat Hill Height (H) 0.0 ft Half Hill Length (Lh) 0.0 ft Actual H/Lh = 0.00 Use H/Lh = 0.00 Modified Lh = 0.0 ft From top of crest: x= 50.0 ft Bldg up /down wind? downwind H/Lh= 0.00 x/Lh = 0.00 z/Lh = 0.00 At Mean Roof Ht: Kzt = (1 +K1K2K3) ^2 = K1= K2 = K3 H< 15ft;exp C Kzt =1.0 0.000 0.000 1.000 1.00 ESCARPMENT V(z) Speed -up x(downwind) H/2 2D RIDGE or 3D AXISYMMETRICAL HILL Davis Engineers • • ••• • • • ••• JOB TITLE Rotundo Residence 0 780 Tamiami Canal Road • • • • • • • • • • •• • • • • • 920 NE 100 ST. • • • ••• • • • Miami, Florida • • • • • • • • • • • • • • • • JOB NO. 2K8099 SHEET NO. • PH: 305- 266 -2566 CALCULATED BY HRC DATE 7/23/08 FX: 305- 267 -1556 CHECKED BY DATE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • V. Wind Loads - cont.: Gust Effect Factor .•• • • • • • ••• Flexible structure if natural frequency. ! I4z.. • • 00 : B C 4 *left • However, rule of thumb is if heft rigid sttutuft! • Rigid Structure /E = 0.20 1= 500 ft zmin = 15 ft c = 0.20 gQ, gv = 3.4 Calculated /z = 15.0 ft Use this /z : 15.0 ft LZ = 427.1 ft Q = 0.91 IZ = 0.23 G = 0.88 use G = 0.85 G = 0.85 • • • •• hB= 0.29 Therefore, probably rigid structure Use G = 0.85 Flexible or Dynamically Sensitive Structure Building Natural Frequency (n1) = 0.0 Hz Damping ratio 03) = 0 /b = 0.65 /a= 0.15 Vz = 123.3 N1= 0.00 Rn = 0.000 Rh = 28.282 11= RB= 28.282 11= RL = 28.282 11= gR = 0.000 R = 0.000 G = 0.000 Enclosure Classification Test for Enclosed Building: A building that does not qualify as open or partially enclosed. Test for Open Building: All walls are at least 80% open. Aoz0.8Ag Test for Partially Enclosed Building: Input Ao Ag Aoi Agi 0.0 sf 0.0 sf 0.0 sf 0.0 sf Ao Z 1.lAoi Ao >4' /0.01Ag Aoi / Agi 5 0.20 Test YES NO NO 0.000 0.000 0.000 Building is NOT Partially Enclosed. Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao >= 1.lAoi Ao > smaller of 4' or 0.01 Ag Aoi / Agi <= 0.20 Where: Ao = the total area of openings in a wall that receives positive external pressure. Ag = the gross area of that wall in which Ao is identified. Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao. Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag. Reduction Factor for large volume partially enclosed buildings (Ri): If the partially enclosed building contains a single room that is unpartitioned , the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall & roof openings (Aog): Unpartitioned internal volume (Vi) : 0 sf 0 cf Ri = 1.00 Altitude adjustment to constant 0.00256 : Altitude = 0 feet Constant = 0.00256 Average Air Density = 0.0765 1bm/ft' Davis Engineers • • •. • • • • • • ,JOB TITLE Rotundo Residence 780 Tamiami Canal Road • • • • • • • • • • • • • • 920 NE 100 ST. Miami, Florida • • • • • • • • • • • JOB NO. 2K8099 SHEET NO. PH: 305- 266 -2566 • CA BILATED BY HRC DATE 7/23/08 FX:.305- 267 -1556 CHECKED BY DATE • • • • • • • • • • • • • • • • • • • • • • • V. Wind Loads - Components & Cladtlyrfq:' • iidirllasoh • 0' & AI • e design 60' <h <90' � �L tend Kz = Kh (case 1) = 0.86 GCpi = +/ -0.18 NOTE: If tributary area is greater than Base pressure (qh) = 39.8 psf a = 5.5 ft 700sf, MWFRS pressure maybe used. Minimum parapet height at 1d'�gjperAte4 =' • ; • 0.00" • • • • • • • Roof Area Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zon Walls RoofA•ugje=i /4.O dig: :•• ••• Type of roof = Monoslope GCp ±l- GCCi S Surface Pressure (psf) U User i input 10 sf 5 50 sf 1 100 sf 1 10 sf 5 50 sf 1 100 sf 2 20 sf 7 -1.48 - -1.34 - -1.28 - -59 psf - -53 psf - -51 psf - -57 psf - -52 psf -1.78 - -1.50 - -1.38 - -71 psf - -60 psf - -55 psf - -66 psf - -57 psf -3.08 - -2.45 - -2.18 - -123 psf - -98 psf - -87 psf - -112 psf - -92 psf Ar Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 Parapet GCp +/- GCpi Surface Pressure (psf) User input ea 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 15 sf 20 sf -1.28 -1.10 -0.98 -51.0 psf -43.9 psf -39.0 psf -49.7 psf -48.8 psf -1.58 -1.23 -0.98 -62.9 psf -48.8 psf -39.0 psf -60.4 psf -58.7 psf 1.18 1.00 0.88 47.0 psf 39.9 psf 35.0 psf 45.7 psf 44.9 psf qp = 46.8 psf CASE A = pressure towards building CASE B = pressure away from building I _ f 0 5 7 degrees and Monoslope 5 3 degrees Solid Parapet Pressure 10 sf 100 sf 500 sf ASE A : Interior zone : 0.0 psf 0.0 psf 0.0 psf Corner zone : 0.0 psf 0.0 psf 0.0 psf CASE B : Interior zone : 0.0 psf 0.0 psf 0.0 psf Corner zone : 0.0 psf 0.0 psf 0.0 psf Monoslope roofs 10° < 0 5 30° 0 > 7 degrees 0 > 7 degrees qp = 46.8 psf CASE A = pressure towards building CASE B = pressure away from building I _ f 0 5 7 degrees and Monoslope 5 3 degrees Solid Parapet Pressure 10 sf 100 sf 500 sf ASE A : Interior zone : 0.0 psf 0.0 psf 0.0 psf Corner zone : 0.0 psf 0.0 psf 0.0 psf CASE B : Interior zone : 0.0 psf 0.0 psf 0.0 psf Corner zone : 0.0 psf 0.0 psf 0.0 psf Monoslope roofs 10° < 0 5 30° 0 > 7 degrees 0 > 7 degrees Monoslope roofs 10° < 0 5 30° 0 > 7 degrees 0 > 7 degrees MtAMI'DA EE COUNTY • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • . • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • BUILDING CODE COMPLIANCE Qy'FIC%(BC.CO). ••• • • P R O D U C T CONTROL DIVISION•. : •: ; : : : : • • • • • • . • • • • • • • • NOTICE OF ACCEPTANC (1C1O•A3 • • • • • PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCR1lPZ'ION: Series HR -710 Aluminum Horizontal Roller Window LMI APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE TMPACr RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any produ ct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply w ith any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECT ION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 06-0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 Page 1 • • ••• • • • ••• •• •• • • • 00 •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• PGT Industries, Inc. • • ••••• •••• • ••• •• •.••• • •.••• • • • • • • • • • • • • • • NOTIC'. 0� ACC;Ei'1°AiNdr i$ENCE SUBMITTED A. DRAWINGS •• • • • •• ••• •• 1. Manufacturer's dl e • • • Sh'a�$s suits �ctioiis 2. Drawing No.4127- I0,titlea `YAkt, ({orizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858 and FTL -4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10 /26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "Dupont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) E -1 Jaime D. Ga on, P.E. Chief, Product Control Division NOA No 06-0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 • • •• •• • • • • • • • ••• • • • ••• • • • • • •• .• • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • '. • • • a • • • • • • • • • • • • • • ••• �.• GL M Tab°. IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) •• • • • •• ••• •• •• R. *1 g" L;APIMCO .46JSTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER: • • • • • •• • • • • • . • • • • • • • B. .516" Oat .00ISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER_ D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE CV 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/18" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3 /8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1 /8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318' AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE AND 7/16" LAN CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI (G: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 11, AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1,'4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, Q. XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) � A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES AWM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL -4859. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Revel 8y. Data: Raw Rr ,d Ay F.K. Date: 10/17/06 Ravkdoax • 8 CHANGE TOASTME 1300 -02 Raved 8y: FK 5/13/06 R"Nekuw: A ADD AIR SPACE O/M. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. Drawn Ay F.K Dale: 2/28/06 Checked or J.J. 3/23/00 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Ia.O. BOX 1529 NOKGt1IS, FL 34274 ?cT Visibly Better won: GENERAL NOTES Ti ALUM. HORIZONTAL ROLLER WINDOW, IMPACT seraant HR710 a,* • NTS 1 a 11 1 4127-10 I R NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS UST. 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 Robert 1 . Ciark. P.E. PE 1139:12 • • •. •. • • • • • • • • • • • • • • • • • • • • • • • • • . • .•. • • • • • • • • • • • • • • • • • • • • •• • • • • •.• • • • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • • • ••• • • • • • • • • • •• • •• ••• •• • • • • • • • .. •G, • •• •• 1/2" NOM. GLASS BITE 60,61,62 1/8" ANNEALED OR HEAT STRENGTHENED GLASS + .090 SOLUTIA OR DUPONT PVB INTERLAYER -rt -- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS • - 5/18" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 63,64,65 EXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 72,73,74,75,76,77 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/18" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI Revfslons: Rowdily F.K. Rose By. F.K. prawn Sy F.K. Data 10/17/06 Revtsbns: 8 NO CHANGE THIS SHEET Date: 5/13/06 Rer A ADD AIR SPACE DIM. TO LAMI 1G DETAILS 2/26/06 Cheated Br J.J. Data: • l 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Ps GT Visibly Barter Dena POn . GLAZING DETAILS r ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 3anoslModet HR710 Fun snaQr 2 a 11 mavkig Ala. 4127 -10 Aperarcd as compiYintiwitb the Amide NOO 40Y S. a /74 Robert L. Clark, P.E. PE #39712 Structural • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • ••i '1hw oft • • • • • • • • • • • • • • • • • • • • • • DESCRIPTION MAT'L PGT# 1 4102 p FLANGE FRAME HEAD 6063 -T6 AL 612237 • 024 A$LI STOP (STD.) (ANTI LI?°I' CLIP) • • • 6063 -T5 A L 612244 • #8 X,3/4 PH. PAN HEAD . 7834AA •405 • SAFI STOP COVER (SASH STOP) 6063 -T5 AL 6 4136 FLANGE FRAME SILL 6063 -T6 AI: 64136 7 4137 SD- 'ADAPTOR 6063 -T6 A[: 64137 8 4131 ROLLER TRACK 6063 -T6 AL 64131 10 71298 WEEP HOLE COVER 12 13 14 15 16 17 19 21 22 23 24 29 1626 4002 4134 1155 4110 4054 4066. 4105 1683 225 -1 226 4128 1096 1016 4126 1683 7070 51 52 53 54 55 56 59 1224 1225 4039 4044 4222 985 4067 GLASS It 65 66 " POLYPROP. 71298 ADHESIVE OPEN CF.i 1. FOA M PAD 7PAD1626 FLANGE FRAME JAMB GASKET FOR MA N FRAME SILL JOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR FIXFD MEETING RAIL W STP.,.187 X .230, FN SEAL SASH TOP & BOTTOM RAIL W STP.,.250 X .270 BACK, FIN SEAL ROLLER HOUSING & GUIDE 6063 -T6 AL 612225 74134W/K 781 PQA 6063 -T5 AL 64.1100 60631-TD -T6 A L 64054A 640660 6063-T5 AL 612240 61683G 42112HD BRASS ROLLER WHEELS BRASS 7BRWHL2 HORIZONTAL ROLLER. SA SH.TOP GUIDE POLYPROP. 44128N SASH MEETING RAIL 6063HS-T6 AL 64006 W STP.,.170 X .270 BAC FIN SEAL 67S 16G SWEEP LATCH #8 X .625 PH. FL. SMS SASH SIDE RAIL DTF.-CA ST 71096 6063-T5 AI, 7858 64126 W STP.,.250 X .270 BACK, FIN SEAL 616830 BULB WEATHERSTRIP .187 X .275 67070K LIFT RAIL COVER CAP 74078 "C" L OR R GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT VINYLG[AZINGBEAD BULB (THICK) 6TP247W,K VINYL GLAZING BEAD BULB (THEN) 6TP248K B GLAZ]NGBEAD - 5/16 6063 -T5 A L 649B B GLAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL 644703 A GAZING BEAD - 7/16" 6063 -T5 AL 64222 C GLAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 GLAZING BEAD - 13/16" 6063-T5 AL 64067 5/16" LAMI (1/8" A, .090 PVF3, 1/8" A) 5/16' LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16' LA MI (1/8" HS, .090 PVB, 1 /8" HS) 7/16' LAM1(3 /16" A,.090PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16' IAMI (3/16" HS, .090 PVB, 3/16" I IS) 13/16" LAM' 10.1/8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1/8 "A,..090 PVB, 1/8 "A) 67 I3/16" LAMI IG1 /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1/8"A, .090 PVB, 1 /8 "HS) ITEM DWG# REVI DESCRIPTION MAT'L PGT# 68 (LA SS, 13/16" I:AMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "I IS, .090 PVB, 1 /8 "HS) 69 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAM1(1 /8 "A, .090 PVB, 1/8 "A) 70 13/16" LAM! IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8 "HS) 71 " 13/16" LAMI IG- 3/16 "A, 5/16" A1R SPACE, 5/16" LAM1(1/8 "HS, .090 PVB,1 /8 "HS) 72 " 13/16" LAMI IG- I /8 "A, 1/4" AIRSPACE, 7/16" LAMI(3 /16 "A, .090 PV13, 3 /16 "A) 73 " 13/16" LAMI IG- 1 /8 "A, 114" AIR SPACE, 7/16" LAM! (3/16 "A, .090 PVB, 3/16 "HS) 74 " 13/16" LAMI IG- 1/8 "A, 1/4" ATR SPA CF, 7/16" LAM( (3 /16 "HS, .090 PVB, 3 /16 "HS) 75 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3 /16"A, .090 PVB, 3 /16 "A) 76 " 13/16" 1AMl IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAM! (3/16 "A, .090 PVB, 3116 "HS) 77 " 13/16" LAM! IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16" HS) 90 1014 SCREEN FRAME (HOR .& VI-R.) 3105 -H 14 AL 91 1630 SCREEN CORNER KEY W /RTNGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUI' RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE - .135 DIA. HA RD EM PVC 96 SCREEN CLOTH Read ey: Date: Remit): Read B,. F.K. Data: 10/17/06 Random. B NO CHANGE THIS SHEET Rradity. F.K. e: 5/13/06 Rarlstons: A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. Otawn B Data; 2128/06 craekadtry. J.J. Dula: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 r.o. BOX 1529 NOKOMIS, FL 34274 PcT Visibly Herter PARiS LIST raw ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 54K ®8614ads( HR710 NTS 51.4. 6 a 11 4127 -10 8 Robert L. Clark, P.E. PE #839712 Structural • • •. • •• •• • • • • • • • • • • • • • • • • • • ••1• • • • • • • • • • • • ••• • • •• •• • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • • • • • q. wow • • • • • • • • • • • • • • • • • • • • • • • Revav By.. Date: FLANGE FRAME HEAD #4102A, 6063-T6 — ► -II--• —.062 .4901 1.1.451 -►1 SASH STOP #4025, 6063 -T5 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 1 050 .678 1.096 1 vl GLAZING BEAD, 5116" #404413, 6063 -T5 (USED W/ GRILL KIT) asylums. 2 .437 �* 1.461 HORIZ. ROLLER TRACK #4131, 6063-T6 FLANGE FRAME SILL #4136, 6063 -T6 .061 1.081 �-- 32 SASH MTG. RAIL #4006D, 6063HS -T6 �( �r.050 .678 1.096 —+45 �L H GLAZING BEAD 7/16" #4222A, 6063-T5 Rave i),.• Date: F.K. 10/17/06 neySO vy: ' Dale: F.K: 5/13/06 Drawn Sr Data F.K. 2128/06 Revistots: 8 Revistana: A Cheated DT J.J. NO CHANGE THIS SHEET NO CHANGE 'MS SHEET Date: f. 3/23/06 I .062 FRAME SILL ADAPTER #4137, 6063 -T6 17 FIXED MEETING RAIL #40548, 6063HD -T6 (7)SASH SIDE RAIL .050 #4126, 6063 -T5 1 .678 1.115 I ` 11- GLAZING BEAD, 7/16" #985C, 6063 T5 (USED WI GRILL KIT) .513- .040 , .738 �- ,■11443 -� SASH STOP COVER #4053, 6063-T5 F.050 f .678 1.096 1 + .17 GLAZING BEAD, 5/16" #40396, 6063 -T5 FLANGE FRAME JAMB #4002A, 6063 -T6 i .683 .050 1-4-1.097 GLAZING BEAD, 13116" #4067, 6063-T5 AproweigA;,e0aPaYingWithibk ode .47.4:1541,4mriaer4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EXTRUSIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Vist1/2 y Better HR710 Half acwat 7 a 11 Pr000 N0 4127 -10 8 Robert L. Clark, P.E. PE #39712 Structural • • ••• • • • ••• • •• • • • • •. •• • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • ..• • • • • ••• .'• •'• • • AICHi}I2 QUANTOi1 :42GOX (114 - 112 -114) WINDOWS •• • • • • • • • • • • • • • •• GLASS TYPE ANCHO$ TY$g> .: +3, woo A,B,C,G,H,I 2, CONC 1, CONC 2,3, WOOD D,E,F,J,K,L 2, CONC TABLE 4 1, CONC 44014E: 014': : • ZCIyES ZONES ZONES ZONES ZONES ZONES • • • WIIW]OW SJ2E • QD &•SILL W V 53.125x 38.375 1 +C2 +1 +C2 +1 CI HEAD & SILL 1 HEAD & SILL 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 4 HEAD & SILL 2 1 +C2 +1 +C2 +1 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 v) 2 HEAD & SQL 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 2 HEAD & SILL 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 50.625 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 54.000 1 +C2 +1 +C2 +1 60.000 1 +C2 +1 +C2 +1 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +0+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 m 2' 3 3 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 60.000 x 38.375 48.000 50.825 54.000 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 63.000 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +113 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 2 1 +0+1 +02+1 2 1 +02 +1 +02 +1 2 1 +0+2 +02 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +2 +02 +113 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +113 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 i +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +2+C2 +1J3 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +113 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +113 74.000x 38.375 48.000 50.625 54.000 60.000 63000 1 +C2 +2 +C2 +1 2 1 +C2+1 +C2 +1 2 1+C2 +2+C2 +1 2 1 +02 +2 +02 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1I2 1 +02+2 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +113 1 +C2 +2 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +0+1 3 1 +02 +1 +02 +1 3 1 +C2 +2 +C2 +1 3 1+C2+2+C2+1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +113 1 +C2 +2 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C3+2 +C3 +113 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+2 +C3 +113 84.000x 38.375 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2+1 2 1 +02 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2+C2 +1J 2 48.000 1 +02 +2 +02 +1 3 1 +C2+2 +C2 +1 3 1 +C2+2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 50.625 r1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+C2 +1 3 54.000 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C3 +2 +C3 +1 3 60.000 1 +02 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +03 +2 +03 +1 3 1 +C2 +2 +C2 +1 3 1+C3+24-C3+1 3 63.000 1 +C2 +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C3 +2 +C3 +1 3 1 +03 +2 +C3 +1 3 1 +C2 +2 +C2+1 3 1 +C3+2 +C3 +1 3 106,375x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +02 +2 +02 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +0+3 +C2+4 2 1 +C2 +3 +C2 +112 1 +C2 +3 +02+1 3 1 +C2 +2+C2 +1 3 1 +0+3 +03 +1 3 1 +0+3 +0+1 3 1 +C2 +3 +C2 +f 3 1 +C3 +4 +C3 +113 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +113 1 +03 +3 +03 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +03 +1 '3 1 +C3 +3 +C3+1 3 1 +C2 +3 +02 +1 3 1 +04 +4 +C4 +113 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4+1 3 1 +C3 +3 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 111.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +3 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +04+3 +C4 +1 3 1 +C2 +3 +C2 +1 3 1+C4 +4 +C4 +1 3 1 +C4 +3+C4 +1 3 1 +0+3 +C3 +1 3 1 +C4 +4 +C4 +1 3 1 +C2 +3 +C2 +1 2 1 +02 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 1 +C2+3 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+3 +C3 +1 3 1 +03 +3 +03 +1 3 1 +02 +3 +C2 +1 3 1 +03 +4 +C3 +113 1 +02 +3 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1+02+3+02+1 3 1 +03+4 +C3 +113 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1+02+2 +C2+1 3 1 +C3 +3 +C3+1 1 +C4 +3+C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C4 +3 +C4 +1 3 1+0+3+C2+1 3 1 +C4 +4 +C4+ 113 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 1 +03 +3 +03 +1 3 1 +C2 +2 +C2 +1 3, 1 +04 +3 +04 +1 3 1 +04 +3 +04 +1 3 1+03+3+0+1 3 1 +05+4 +C5 +113 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16' LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7116" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16° HS,.090, 3/16° HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3116° A, 5/16" OR 3 /8" SPACE, 5/16" LAMI I. 13116" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16' LAMI - J. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16° LAMI - L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16' OR 1/4' SPACE, 7/16" LAMI - (1/8" A,.090, 1/8" A) - (1/8" A,.090. 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING g DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: 9" REF... X O X 1 +C3+4 +C3 +1 i 3 --°- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. 0.0. ANCHOR SPACING) I 1--•--3" 25 3/4" max. MIN. 1 1d1 1 1 1 / MTG. RAIL, TYP. --' EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 3/4" MAX. ---►- - -�---1 1/2" TYP. .1I I-- -3" MIN, 1 1 L 1 1111 t O X 9" REF. MTG. RAIL, TYP. -I sA EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Rftvsd ey: Oats newist°ns: 10/17/06 B° REVISE ANCHORAGE FORMAT. HEAD & SILL CLUSTERS Date: Revlskua:• 5/13!06 A Da* Clucked Hy: 2/28/06 J.J. ADD SPACE DIMENSIONS GLASS TYPES G 71-IRU L. Daht 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Pc1 Visibly //error ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) TOO: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 44rkst Amtosc HR71O NTS 8 a 11 D 4127 -10 Few B bert L. Clark, P.E. PE #39712 Structural • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • • •• • • • • • • • • • • • • • ••• • • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • ,AISCH°M j1RNTI /IliS, X X (113 -1/3 -113) WINDOWS °GLASS ¶'YPE} ANCHOR TYP1 =y 2,3, WOOD 2. CONC •&p1$•irr'• :NE5 A, B, G, H TABLE 5 C,D,E,F,I,J,K, L 1, CONC ZONES ZONES 2, CONC 1, CONC ZONES ZONES ZONES • • i -i • i • • -• •. •t+l$N1300V.SI4 LE•& ShLt W Y H HEAD & SILL 48.000x 38.375 1 +02 +1 +02 +1 HEAD & SILL 2 d Q 2 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 48.000 1 +C2 +1 +C2 +1 3 50.625 1 +C2+ 1 +C2 +1 3 1 +C2 +1 +C2 +1 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 HEAD & SILL 2 HEAD & SILL 2 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +C2 +1 +C2 +1 60.000 1 +C2 +1 +C2 +1 83.000 1 +C2 +1 +C2 +1 53.125x 38.375 1 +C2 +1 +C2 +1 48.000 1+C2+1-1-C2+1 50.625 1 +C2 +1+C2 +1' 54.000 1 +C2 +1 +C2 +1 60.000 1 +C2 +1 +C2 +1 63.000 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +t p 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1+ C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 © 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2+1+C2 +1 © 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 © 1 +C2+1 +C2 +1 3 1 +C2 +'I +C2 +1 ©1 +C2+1 +02 +1 3 3 1 +C2 +1 +02 +1 3 1 +C2 3 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 ©1 +C2 +1 +C2 +1 3 60.000x 38.375 1 +02 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 50.825 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 54.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 ©1 +C2 +1 +02 +1 3 80.000 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+ C2+1 ©1 +C3+1 +C3 +1 3 63.000 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +03 +1 +C3 +1 3 68.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 48.000 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 50.625 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 54.000 1+C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3+1 3 74.000x 38.375 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 48.000 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1+02 +1 50.625 1+C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 54.000 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 60.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 63.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3 +1 1 +03+1 C3+1 1 +02 +1 +C2 +1 3 1+C2 +1 +C2 +1 p 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 1+02 +1+C2 +1 3 84.000x 38.375 1 +02 +1 +02 +1 48.000 1 +C2 +1 +C2 +1 50.625 1+C2 +1 +02 +1 54.000 1 +02 +1 +02 +1 60.000 1 +C2 +1 +C2 +1 63.000 1 +C3 +1 +C3 +1 2 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2+ 88.437 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1' 3 1 +C2+1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +02 +11C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 3 1+C2 +1 +C2 +1 1 +03 +1 +03 +1 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 3 1 +C2 +1+C2+1 3 1 +C2 +1 +02 +1 3 3 1 +03 +1 +C3 +1 3 3 1 +C3 +1 +C3 +1 3 3 2 3 3 3 1 +03 +1 +03 +1 3 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +C3+1 3 1 +C2 +1 +C2 +1 © 1 +C3+1 +C3 +1 3 1 +02 +1 +02 +1 © 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1+C2 +1 +024-1 3 1 +C3 +14-03 +1 1 +C2+1 +C2+1 © 1 +C3 +1 +03 +1 1 +C2 +1 +C2 +1 © 1 +C3 +1 +03+1 1 +C2 +1 +C2 +1 © 1 +C2 +1+C2+1 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 1+C2+ +C2+1 3 1 +C3 +1 +C3 +1 1+02 +1 +02 +1 3 1 +03 +1 +03 +1 1 +C2 +1 +C2 +1 1 +03 +1 +03 +1 1+C2+1+C2+1 1 +03 +1 +03 +1 3 1 +C3 +1 +03+1 3 1 +03 +1 +03 +1 3 3 1 +03 +1 +03+1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 1 +03 +1 +C3 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 3 1 +C341 +C3 +1 jI 3 1+C3+1+C3+1 3 1 +C2 +1 +C2 +1 1 +03+1 +03 +1 1 +C3 +1 +C3 +1 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1+04+1+04 +1 1 +02 +1 +02 +1 1 +03+1 +03 +1 1 +03 +1 +C3 +1 3 1 +C3 +1 +C3 +1. 3 1 +03 +1 +03 +1 1 +C4 +1 +04 +1 3 3 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAM - (118 "A,.090, 1 /8 "A) B. 5/16" LAM - (1/8" A,.090, 1/8" HS) C. 5/16" LAM - (1/8" HS,.090, 1/8" HS) D. 7/16" LAM - (3/16" A,.090, 3/16" A) E. 7/16" LAM - (3/16" A,.090, 3116" HS) F. 7/16" LAM - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/18" A, 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI 1G -1/8" OR 3/16" A, 5116" OR 3/8" SPACE, 5/16" LAMI I. 13116" LAMI IG - 1/8" OR 3/16" A, 5116" OR 3/8" SPACE, 5116" LAMI - J. 13/16" LAN IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - K 13/16" LAMI IG -118" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - L. 13/16" LAMI IG -1/8' OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (1/8" A,.090, 1 /8" A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) (3/16" A,.090, 3116" HS) - (3116" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING g\ DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 221/2' MAX. O.C. TABLE KEY: x o 1 +C3+1 +C3 +1I 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) •, 25 3/4" MAX. -►i f+-- 3" MIN. 1 .13-t -t 9" REF. X ' j MTG. RAIL, TYP.- EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 3/4" MAX. 1 1/2" TYP. MIN. ! dAd•1 9" REF. j. ' MTG. RAIL, TYP. Q EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS x Revcd tir Date Rawson, a*'saay: Datm F.K. 10/17/06 Revsday Derv: F.K. 5/13/06 Ravidnne• 8 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Mom 5 . Vale: F.K. 2/28/06 (moor /1 ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Choked 8y: 0883: J.J. 3/23/06 107f1 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 Pr;T Vislbty Better ANCHORAGE SPACING, XOX (1/3- 1/3 -1 /J ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR7U) . Beau NTS Siteet 9 a 11 4127-10 Raw 8 An_rro,3_ved FL9 com{u8+M � _ 1C�' miudNOM err,. Robert I Clark, P E PE 1139712 Structural • • •• •• • • • • • • • • • ••• • • • • • • • • •• •• • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • •• • • • • • • ••• • • • ••• • • AN'alpR "QE7A • GLIxSS TYPE ANCHOR TYPE . • ? Tka,Tls • • • • • • • • • • •• WI'ND©W'SI� W v H VAS XO & OX WINDOWS TABLE 4 • A,B,G,H C,D,E,F,I,J,K, L 2,3, WOOD •26NES 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES � J W CO Q CI) J 2 co ..7 J wC 2 cis (!) 0 J m ¢ r -<5; °6 , w� co Q 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38,375 48.000 50.625 54.000 60.000• 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38.375 48.0(X} 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 2 +C3 +2 50.625 2 +C3 +2 3 2+02 +2 54.000 2 +03 +2 3 2 +C3 +2 60.000 2 +C3+2 63.000 2 +C3 +2 1 +C2 +1 2 1 +C2 +1 1 +C2+ 1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2+ 1 1 +C2 +1 1 +02 +1 1 +C3+1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02 +1 1 +02 +1 © 1 +03 +1 1 +03 +1 II 0 1 +C2 +1 1 +02 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +03 +1 2 +C2 +2 2 +C2 +2 2 +C3 +2 2 +03 +2 2+C3 +2 1+03 +1 ■ 0 a ERMA i +C2 +1 3 1 +C2 +1 1+C2 +1 1 +02+1 3 1+02+1 1+02+1 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 1 +C3 +1 1 +02 +1 1 +02 +1 3 1 +C3 +1 1 +C2 +1 1 +C2 +1 2 1 +C2 +1 1 +02 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +02 +1 1 +03 +1 1 +C2 +1 1 +C3 +1 1 +C2 +1 1 +C3 +1 1 +C2 +1 1 +03 +1 PI 1 +C3 +1© 1 +C3 +1 8 1 +C3 +1 1 +C3 +1 1 +C3 +1 U 1 +C2 +1 II 2 +C2 +2 � 1 +C2 +1 1+02 +1 2 +C3 +2 1 +G2 +1 1+02+1 2 +C3 +2 1 +03 +1 1 +C2 +1 2+03 +2 1 +C3 +1 1 +C3+1 2 +04 +2 1 +C3+1 1 +C3 +1 2 +C4 +2 1 +C3 +1 1 +C2 +1 2 +C2 +2 2 +C2 +2 1 +02 +1 2 +C3 +2 2 +C2 +2 H 1 +C2 +1 2 +03+2 2 +C3 +2 1 +C2 +1 2 +03 +2 2 +C3 +2 +C3 +1 2 +04 +2 2 +C3 +2 +C3 +1 © 2 +C4 +2 ©© 2 +02 +2 11312 +C2 +2 © 2 +C2 +2 zi 1 +C2 +1 1 +C2 +1 1 +02 +1 1 +C2 +1 1 +C2 +1 1 +C2+1 1+02+1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +02 +1 1 +02+1 1 +C3 +1 1 +C3 +1 1+C3+1 3 2 +C2 +2 1 +C2 +1 3 1 +C2+ 1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 3 3 1 +C2+ 1 +02 +1 1 +02 +1 1 +C2 +1 1 +C3 +1 1+C3+ 1 1 +C2+1 1 +02 +1 1 +02 +1 1 +C2 +1 1 +03 +1 1 +C3 +1 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2+2 3 1 +02 +1 1 +C2 +1 1 +02 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +02 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +03 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +03 +1 1 +C3 +1 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +03 +2 2 +04 +2 2 +C4 +2 C2 +2 2+C3 +2 2 +C3 +2 2 +C3 +2 2+04+2 2 +C4 +2 2 +C2 +2 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +03 +2 3 1 +C3 +1 3 2 +64 +2 3 2 +03 +2 3 2 +C3 +2 3 2 +C4 +2 3 1+C3+1 3 2 +C4 +2 3 2 +04 +2 4 2 +C3 +2 3 2 +04 +2 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5116" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3116" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7116" LAMA- (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" LAMI 13 - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/18" LAMI - J. 13/16" LAMI IG - 1/8" OR 3/16" A, 3116" OR 114" SPACE, 7/18" LAMI - K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - L. 13/16" LAMI 1G - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI (1/8° A,.090, 1/8" A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) (3/16" A,.090, 3/16° HS) - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING A DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: O X A , 2 +C3 +21 3 9" REF. i • --.-ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) I-a-01-18 314" MAX. -►{ -"- 3" MIN. 0 MTG. RAIL eA EXAMPLE CLUSTER WI QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 18 3/4" MAX. 1 1/2" TYP. Pi ki-3" MIN. 9° REF. X MTG. RAIL EXAMPLE CLUSTER WI QTY. OF (4) ANCHORS Rovsd 6y: Date: Revisions: rsaey: Clara: F.K. 10/11/06 Rrvsn ar F.K. orewa ay: F.K. Datec 5/13/06 2/28/06 Rovistona: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Revisions: A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Chester J.J. Claw: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT_ Visibly Better ANCHORAGE SPACING, OX AND XO WINDOWS ace. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s".teunaoaek HR710 &ate IVTS .&mar 10 11 0U. 4127 -10 Rev. B obert L. Claris. P.E. PE #39712 Structural • • •• •• • • • • • • • • • • • • • • • • ••• ••• • • • ••• • • • • • •• •• • • • • • • • s • ••• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • or • • • 3KSI CONC. • • • • • • • • • CONCRETE ANCHOR W/ #12 HEAD •• • •• •.. .. / ,SEE NOTE 1 THIS SHT. 2x2'VOCf t�U K ' �• I AND NOTE 3 SHTS. 8 -10) :I:: • • 6 E �10� £ • • A 3KSI CONC. DETAIL A 1 3/81 MIN. 1/4" MAX. SHIM 2x WOOD BUCK (SEE NOTE 3) e� WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8 -10) TYPICAL HEAD SECTIONS y� EXTERIOR INTERIOR (HEAD & SILL DETAILS) CONCRETE ANCHOR W/ #12 HEAD (SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" r—SHIM $ MAX. • 1 3/81 MIN. 2x WOOD BUCK (SEE NOTE 3) DETAIL B 1/4" MAX. SHIM MIN. NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY A1 APPROVED 114" ELCO VAPCONS OR 1/4" 884 CRETE -FLEX. MINIMUM DISTANCE I =ROM ANCHOR TO CONCRETE EDGE IS 2 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR AZ 1/4 "'SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN. IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). 114" MAX. SHIM ----J 1 3/8" MIN. WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8 -10) 6. WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM $MAX. 1 3/81 MIN. t TYPICAL SILL SECTIONS DETAIL D CONCRETE ANCHOR W/ #12 HEAD (SE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) DETAIL E 2x WOOD BUCK d " (SEE NOTE 3) INTERIOR (BOTH JAMB DETAILS) EXTERIOR 1 1/4" MIN. (1.5KS1 CMU) OR 1 3/8" MIN. (3KSI CONCRETE) DETAIL F TYPICAL JAMB SECTIONS x WOOD BUCK (SEE NOTE 3) ROW By. Revert By F.K Reusdly F.K. Date: Revisions: Dale- 10/1T/06 Date: 5/13106 Revue: 8 rtcyfroanx A REVISE EDGE D1ST.. EMBEDMENT & SXT. REFERENCES ADD NOTE 5 Drown By F.K. Dare: 2/28/06 Mocked ey J.J. Dale' 3/23/06 1070 TECHNOLOGY DRIVE NOKOOMIS. FL 34275 P.'3 SOX 1529 NOKOMIS. FL 34274 Visibly Better ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Half Oreteis No. ROY'. 11 of 11 4127. -10 B Robert L. Clark, P.E. PE #39712 Structural ••• •. •• • • • • • • • • • • • • • • .•• • ••• • •.•• .. • ••'•.•• • •.• .• • • • • • • • • • • .,•.. • \• ;4(0)i 'is /LI: `t 2,' /4j 5 SIGN PRESSURES WINDOW GLASS • •WIDTH VITY?'E .. "••a. F,B,G •• • A B,G H TABLE 1. WINDOW HEIGHT 26" +60.0 -60.0 -60.0 +60.0 36" +60.0 -60.0 +60.0 -60.0 38 3!8" +60.0 -60.0 +60.0 -60.0 48 " +60.0 -60.0 106 3/8" A,B,G,H +60.0 -60.0 +60.0 108" 111" UP TO 111" UP TO 111 ",r A,B,G,H A,B,G,H +60.0 -60.0 +60.0 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 +60.0 -60.0 50 5/8" +60.0 -60.0 +60.0 -60.0 54" +60.0 -60.0 +60.0 Q0 +60.0 -60.0 +60.0 -60.0 60" +60.0 -60.0 +59.1 -59.1 63" +60.0 -60.0 +56.0 -56.0 +55.5 -55.5 -60.0 +60.0 -60.0 +60.0 -60.0 +55.0 -55.0 +52.1 +51.7 -52.1 -51.7 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 C, I +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +54.0 -54.0 +50.9 -50.9 +60.0 -60.0 i.75.0 -75.0 (XOX 113,113,113) DESIGN .......... PRESSURES .. ......... .. B. 5/16" LAMI - (1/8" A, .090,1/8" HS) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1 /8 "HS) C. 5/16" LAM{ - (1/8" HS, .090,1/8" HS) TABLE 2. WINDOW WIDTH GLASS TYPE E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 13116" LAM) IG -1 /8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16 "A, .090, 3/16 "HS) WINDOW HEIGHT L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3 /16 "HS, .090, 3116 "HS) % 26" ( 36" _I 38 3/8" I 48" I 50 518" I 64" I 60" 63" TO 86 7116" A, B, C, G, H, I +60.0 -60.0 TO 86 7116" D,E,F,J,K,L +75.0 -75.0 (OX AND XO) DESIGN PRESSURES TABLE 3. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" -75.00 -75.00 60" A,B,G,H +75.0 66" 72" C, I A, B,G,H C, I A,B,G,H +75.0 36" 38 3/8" +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 48" +75.0 +75.0 +75.0 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 50 5/8" -75.00 - 75..00 -75.00 -75.00 -75.00 +75.0 -75.00 +75.0 -75.00 54" +75.0 +75.0 -75.00 +75.0 -75.00 +75.0 - 75.00 C,1 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 74" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75: +75.0 -75.00 -75.00 +75.0 -75.00 +75.0 - 75.00 -75.00 +75.0 -75.00 +75.0 +75.0 +75.0 +75.0 60" 6 -75.00 -75.00 -75.00 -75,00 -7 .s. +75.0 +75.0 +74.7 +7 +70.1 -75.00 -75.00 -74.7 -5.00 +75.0 +75.0 •.0 +75.0 - 70.10 +65.0 "t -75.00 -75 -70.00 -75.00 -65.00 -75.00 +75.0 -75.00 +72.1 -72.10 +75.0 +75.0 -75.00 +68.5 -75.00 +74.7 -68.60 -74.70 +63.5 +70.8 -63.50 -70.80 UP TO 74" D, E, F, J, K, L +75.0 -75.00 GLASS TYPES: TEST REPORT FM-4858 (XOX), FTL -4859 (OX & XO) A. 5/16" LAMI - (1/8" A, .090,1/8" A) G. 13/16" LAMI 1G -118" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAM! - (1 /8 "A, .090,1/8 "A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1 /8 "HS) C. 5/16" LAM{ - (1/8" HS, .090,1/8" HS) 1. 13/16" LAMI IG -118" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "1-1S) D. 7116" LAMI - (3/16" A, .090, 3/16" A) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAM1- (3/16 "A, .090, 3/16"A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 13116" LAM) IG -1 /8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16 "A, .090, 3/16 "HS) F. 7116" LAM( - (3/16" HS, .090, 3/16" HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3 /16 "HS, .090, 3116 "HS) % Bawd By ' Coign Re sFut v: Revsd Bp P.K. Raved 8y: F.K. Misr 10/17/06 5/13/06 Ravleorts: REVISE DP TABLES TO ASTM E 1300 -02 Revhsfwar A ADD AIR SPACE DIMENSION GLASS TYPES G TNRU L. Drawn Or Mom racked Bp: Date. F.K 2/28/06 J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, Fl 34275 P.O. BOX 1529 NOKOMIS. F4.34274 PST Visibly Better DevrepPoac DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Seresilifactat 9.:M., Shast Drawing No licr. NR710 NTS 3 w 11 4127-10 E rmmad as coatAiall gab" rondo NOAf cs.giarsu c ,, wad fy • Robert 1.. Clark, P E. PE 1139712 Structural • • ••• • • • ••• ; • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • 1 • • • • • • • • • • • • • "•'• • • • • • • • • L� • �•!- VENT •• • • • • • • ••• • • • • • • •• I • 9y. • • • 49 3/4" MAX. DLO FIXED 111 ". -- MAX -WIDTH Dan DETAIL B - XOX (1/4- 1/2 -1/4) 33 9116" MAX. DLO FIXED 57 3/8" MAX. DLO ALL FIXED LITES 33 9116" MAX. DLO VENT 56" M 63" DLO L MAX. VE S HEIGHT ALL CONFIG. C ,. 74" MAX. WIDTH DETAIL A - OX OR XO Rev3d By Oath F.K 10/17/06 Revielons: 3 NO CHANGE 77,43 S1-IEET 10,115y Data F,K. , 5/13/06 Drown By Doke* F.K. 2/28/06 Revtaran A chatted er J.J. , NO CHANGE THIS SHEET 1Yetr 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 25 1/8" --*— MAX. DLO VENT 25 1/8" MAX. DLO FIXED 86 7/16" MAX. WIDTH DETAIL C - XOX (1/3- 1/3 -1/3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS ti ELEVATIONS Approved as ea !, Visibly Better ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 1117710 N 4127 -10 B cbart L. Clark, P E. PE #39712 Structural • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • a a J • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• ••• •• • • • • • • •. • • •� .• .•• • • • •• • • • • • •1• •• INTERIOR MAX VENT DLO INTERIOR MAX. FIXED DLO --� MAX. WIDTH MAX. VENT DLO SECTION B -B (HORIZONTAL SECTION - XOX) EXTERIOR MAX. VENT DLO SECTION C -C (VERTICAL SECTION) INTERIOR EXTERIOR SECTION A-A . (HORIZONTAL SECTION - OX) SEALANT OR GASKET AT HEAD AND SILL VIEW D -D (FRAME CORNER CONSTRUCTION) Roved ay. » Reese ay. Dare: F.K. 10/17106 Reeser ay: Dale: F.1C 5/13/06 Revisions: B NO CHANGE THIS SHEET Dawn By Darq: F.K. 2/28/06 Revisions: A Checked r: J.J. NO CHANGE T1-11S SHEET 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 90X 1529 NOKOMIS. FL 34274 PcT Visibly Better Description: SECTIONS Dar ALUM. HORIZONTAL ROLLER WINDOW, IMPACT serieNModot Scab save Darafia HR710 Half 5 at 11 4127 -10 B Aprroyeatscioulkft •e DI* 2101frirt iriV°‘ a:4 NOA# By Robert L. Clark, P.E. PE #39712 Structural