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WS-07-667Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INSP- 45133 Permit Number WS -4 -07 -667 Inspection Date: 05/07/2007 Inspector: Grande, Claudio Owner: RINEY, LOUIS Job Address: 150 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: YAMILL GLASS & WINDOW INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060132840 Lot: Phone: (305)253 -5211 Building Department Comments REPLACE WINDOWS 4 IMPACT MAY 0 8 2007 f - Passed F� Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, May 4, 2007 Page 1 of 2 NOTICE OF COMMENCEMENT 11 1111 11111 11111 11111 11111 1111 1 11111 li{i 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. : FN 2OO7RO34833g OR Bk 25511 P9 1647:` (1as) RECORDED 04/06/2007 09:32:15 HARVEY RUVIWe CLERK OF COURT MIAMI-DADE COMM FLORIDA LAST PAGE 1. Legal description of property and street/address: ISO .0e. 9 5 S_I." )4 i C( rr) Sir) © 0251 IEL. i 2. Description of improvement: MoIG ep vynQ M °a ULD 3. Owner(s) name and address: 100 is d J rene n'e t a 1,5E 9S' at a of 'borQs+ FL .5)1' Interest in property: Nan a and address of fee simple titleholder: Lbut's 0 )1 Irene 12% n ece 44t 415 5r. t-bAii-C 50265. rL. 33138 4. Co tra or'� name and add : I & M i I &S5 * net 6cll G Cf $oj to ' C( 9 {. i L% f1 t61 &, i i- l.. 5 5. Surety: (Payment bond required by owner from contractor, Name and address: Amount of bond $ 6. Lender's name and address: 9 ddy 1 ar & !. C L E R K , o f Cf ,:uit end Srlrn3.\ ,,. .v1U on va arm,/ D.G. "cc des 7. Persons within the state of Florida designated by Ow upon whom notices or other documents may be served as 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 different date is specified) Signature of Owner Print Owner's Name L. 13. Ria, - TL Sworn to and subscribed before me this 2-'9 day of Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 5/08 f1�) l9 ao t1 4 ` , 20 O i Prepared by k).44- DC be WA Address: 17.304 (Oathr / - - t;-r to ta u- I FL � 5I Miami Shores Village Building Department. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)'795.2204 Fax: (305) 756.8972 - BUILDING 041 1 b(E';, PERMIT APPLICATION Aa1Q F!BC 2004 1 IMgMETTLI lilt APR 0 4 2001 IS BY:GI,t:" Permit No. k! J �- (067 Master Permit No. Permit Type (circle Building; Electrical Plumbing Mechanical Roofing O'wner's Name (Fee Simple Tit holder) 4/�jS i £ .e(JC ;424e y Phone # (' ) 7�80W09 OIL nerr'ss Address /TO "A (7.5. .`7 % / City s'r/iw 6�0 state -77%404 Zip ��� � Tenant/Lessee Name Jbb Address (where the work is being done) fie ,h City Miami Shores Village County Miami -Dade FOLIO / PARCEL # /b 3 2O6 - 0/3 -0240 Phone # Zip J3/38 Is Building Historically Design ted YES NO Contractor's Company Name Y0,004,°1 I ( C (Q SS -4- tk) i n CI 01 . Phone g-') V • V I I an I Contractor's Address '6v 3 .dl- Cl� �e� '4 e State �� - Zip �6 Qualifier Name P.-0-AS i (.cif Rif r. Phone # 30 So1(o 01 Certificate of Competency No. ell as 0 Q3. t State Certificate or Registration No. Architect/Engineer's Name (if applicable) Value of Work For this Permit j$ 727w co 0 Phone # Square / Linear Footage Of Work: 6.5 561F . Type of Work: dci ion �Alterati DNew Describe Work: " Baez )von, 5 de", Repair/Replace ❑ Demolition ******* * * * * * * ** * * * * * ** * * * * ** * * * * * * * * ** ees******************************************** Submittal Fee $ Permit Fee $ ��/` CCF $ 4. Cam✓ CO/CC Notary $ n. Train ing/Education Fee $ ‘ .40 Technology Fee $ 3.50 Scanning $2.4— Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Iue $ See Reverse side - ►`13.10 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: 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 whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The forego day of Owner or Agent instrument was acknowlp4ged befi 200 7, by Signature Contractor e me this 9 The foregoing instrument was acknowledged before me this day of 8�(k''e-1i , 20e 7, by gcw I Cu errer� who is ersonally kno to me or who has produced as identification and who did take an oath. who is personally known to me or who as produced As identificat'on and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUJBLIC: Sign: Print: ROSA I. PALACIOS Pubic - State of Florida y 'a one 'o •ry sn. My ommissio e • citt Plans Examiner Engineer Zoning MIAMFDADE COUNTY TOMOTEEVECI La APR 0 4 2007 BY:. ....00ao.. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Nokomis, FL 3427 SCOPE: This NOA is being The documentation by the Board of Rul the Authority Ha MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLEB STREET, SUITE 1603 MIAML FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinp, cnLne.com es and regulations governing the use of construction materials. by Miami -Dade County Product Control Division and accepted used in Miami Dade County and other areas where allowed by This NOA shall not `"' ali :5r the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the ART (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 to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1"x Std. Wall- Aluminum Tube Clipped Mullion -L.M.L APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. . MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miiami -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 product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 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. INSPECTION: 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 revises and renews NOA # 04- 0528.04 and, consists of this page 1 andtl id<h p$gcs"g -t a0d At as well as approval document mentioned above. • • • • • • • • • The submitted documentation was reviewed by Jaime D. Gasoon, P.E. • •• ••• •• • • • •• NOA ND 06-0125.06 E$plta0on Ito: 2031e 28 241$ • DuOe:Jdly20, 2110 ••• • • • • •- • • • • •• • ••• • •. • • ••• • • • • • ••• • • • • ••• • • • • • • • • • •• •• • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through S of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04/28/00, with last revision on 05/30/06, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3} Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. I+TL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05 /01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a lx 2 x 3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC- 2004, . prepared by PGT Industries, dated 05!30/06, signed and sealed by Robert L. Clark, P.E. E -1 • • • • • • • • • .. .. .I— . ..... •000000 • • Jaime D. Glsoon, P.E. :F1341,0 064%46: .0ExviriditneDitn 4016 28,$011: • • • Approval Date,luly 20, 2006 . •• • - • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • . • • • • • • • • • • • • • • • ... • • ••• • • PGT Industries NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23 /06, signed and sealed by Robert L Clark, P.E. G. OTHER 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries' for 1" x Std. Wall- Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. ..... • • • • • .. • . . . • • • • • `• t • . • .. • .. • • E -2 J D. Gaston, .E. Chid, Product Canted Mid' • • • • :NOA °No 06b12SAt. • • • •te Jae 2041: :. • va113afas 7dy 20,b' x CRS DETAIL .: " " OR'b i4T BOTH ENDS AND AT BOTTOM MULLIONS MI) M2) W ANCHORS DETAIL A- '1•c'� ANCHORS DETAIL A W2 • W= W1 +W2 H = H1+H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 MAX OPENING = W OR W l +W2 MULL LENGTH = H1 1 1. THE 33 1/3X STRESS INCREASE HAS NOT BEEN SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT. AP•PLICAT7QNS... 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AO 297S • •' ' • ELCO TEXTRON NOA: 04- 0721.01, 0 .1�a5.Q,$ •• ; ; • ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO C*.Mg'LY: ITt-3: TH , f? QUIRE- t MENTS OF THE FLORIDA BUILDING CODE, 2004 EDI17O/V FOR' V :HIGH: V aCITY HURRICANE ZONE (HVHZ). • • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. ANCHORS DETAIL "B "c.; ORS "0.. ,BOTH:.: •, ENDS AND ABOTTOMS - t-7 ICI mini f.... W2 • W= W1 +W2 H = H1+H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 MAX OPENING = W OR W l +W2 MULL LENGTH = H1 1 1. THE 33 1/3X STRESS INCREASE HAS NOT BEEN SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT. AP•PLICAT7QNS... 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AO 297S • •' ' • ELCO TEXTRON NOA: 04- 0721.01, 0 .1�a5.Q,$ •• ; ; • ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO C*.Mg'LY: ITt-3: TH , f? QUIRE- t MENTS OF THE FLORIDA BUILDING CODE, 2004 EDI17O/V FOR' V :HIGH: V aCITY HURRICANE ZONE (HVHZ). • • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. ANCHORS DETAIL "B "c.; ORS "0.. ,BOTH:.: •, ENDS AND ABOTTOMS - t-7 f.... r.1 r ` N W2 W W = W1 +W2 +W3 H =H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING.. MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H1 USED IN THE DESIGN OF THIS PRODUCT. :_ . ",' ° #` •' "" ANCHORS DETAIL "8",':4!'":-.'" "C" OR "D" BOTH ENDS ANCHORS DETAIL "B ", "C OR . "D" BOTH ENDS MULLIONS H I -W1 2 W MULLION W = W1 +W2 (2) WINDOWS MULLED- TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX • OPENING = W OR W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • QUANTITY AND LOCATION, ULLION H = H1+H2 (1) WINDOW M ULLED W /ONE ABOVE" FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = HORHI +H2_ MULL LENGTH = W REFER TO Mawr Welingli Z WM Os Raft e aptrac. . • .01! • - 4111-. forierft.. ,7,7t1;711 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robsr�t 4 Gork. P.E PE 13V712 Structural K� Rend F.K. 57.i0/06 5%8/06 NOTES 5 & 6 REFS. C—ADD TECH. Droirn 9p: P.J.P. 48/00 1" STANDARD WALL, ELEVATIONS 1070 TECHNOLOGY DROVE NOKOAIS. FL 34275 P.D. SOX 1529 NOK014LS, /L 34274 ALUMINUM TUBE CLIPPED MULLION Swi..Jiloa.t MULLS soppy NTS stwi: 1 of 5 Dressing 6220 ••• • • • ••• • • PGT 1 x MULLION, 7:7'? RANGES OFF CUP TO FORM A It CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLIO FOR • 1" MULL #12FHSMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 WOOD - --- BUCK VPGT 1 x MULLION SEE NOTES 2 & 3 MIN. 2h(TYP)1 2" OR 4' #12 SCREW, SEE NOTE 3 PGT 1 x MULLION WOOD BUCK REMOVED TO CONCRETE 1 SEE • NOTE 1 1 WOOD [BUCK •: #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS . NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 &3 ., • TYPICAL MULLION TO STRUCTURE WITH NOTES; WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED. ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4" CRETE —FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" .3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. ....... .. . 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET: S. : . LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SORE 241L:L=7V -c P TO BE HALF THE QUANTITY OF ANCHORS FROM CUP— T02 ' • (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE POR• PICTORIAL : •' • REPRESENTATION ONLY. FOR CORRECT QUANTITY OF A`lNO ?5, : i 'h`EE .TT•; CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABL@•MULL SIZE AND • • PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PAR ,-• QF FHHS: AQPI OVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED Oft fI A4Ep.: : • : 6. REFERENCE TEST REPORTS: - FT 1 -2902, 2903 AND 2975.•:. : • • : • . • . :.: • • : • PGT 1 x MULLION i._ SEE NOT 1• _:. " OR 4" #12 FH SMS STAGGERED ON. OPPOSITE SIDES . -' (SO`yAS- NOT . TO INTERFERE WITH EACH OTHER) SEE NOTE .3 MASONRY ANCHOR SEE NOTES 1 do 3 MIN. 2 (TYP)1i( SEE NOTE 1 f .• TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" •-2' OR 4"-- r---- '1 MIN.— TB #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE/3 • 1• 1—WOOD BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" r• MASONRY ANCHOR, SEE NOTES 1 & 3 • .V ..... : • WWW��aa���it ,�,� 77,-.1;1;; TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark. P.E. PC 139712 Structural Roved itc F.K. R d eg: Drown Hy: P.J.P. %%3%6 5%8/06 MODIFY NOTES J & 5 EYED. OEMS 48/00 1 " STD. WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY OYtNE 1410‘41S, FL .34275 P.O. BOX 1529 NOKOUtS. Ft .34274 1 ALUMINUM TUBE CLIPPED MULLION No. � � MULLS NTS) 2 5 6220 1 " MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1x MULL 4 MAX. T LA_J A/2 } TWO (2) ANCHOR LOCATIONS Q FOUR (4) ANCHOR LOCATIONS NOTES: 1. IMPORTANT: QUANTITY OF ANC QQRA •SHOWN ARE FOR PICTORIAL REPRESENTATION OtILY. f • cX5gRRO;'T •L3t/ANTITY OF ANCHORS, PLEASE REFER FQ •1 D► 2 •QN SHEET 5. FIND THE CORRECT• MWI► .L 9I E• s4NE PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE • • • • SHOWN AS MAX. • • • • ••• • • • • • • • • ••• • • 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • . CO- • • • •• •7 ••• • • • ••• • • 1" MULL CLIP W./TABS REMOVED (CLIP TO MULL) EXTRUSION DWG 11099 BMIN.- LA O ONE (1) ANCHOR LOCATION A/2 (3)EQ. SP. (A -3/4)/ MIN. TYP. THREE (3) ANCHOR LOCATION$ • MOM= %VIEWED .gyp au 1lrResift Asuits � - . ,_� f . 1 , F.K. MOON= 17ill;Tri TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS F. 55,30/06+D- TF S S-IT C-REYISE SPACING Robert L Clod P.E. PE /30712 Structural 1070 TECH a= OWE 140rt0ams. R 34275 P.O. BOX 1520 Nokomis, FL .34274 5/8/06 oro.n 1!r P.J.P. 48/00 1" STD. WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION sdoriss Nodat sods: Shoot MULLS NTS ' 3 of 5 cro ft Mo. 6220 V• NOTE: 4 • • • • • • • • • •• ••• •• • • • •• .._$ (TYP) •• ••• • • • • • •• •• ••• • • • • • • • • • • • • • • ••. • • • • ••• • • • 1. REFERENCE TEST REPORT FTL -2902, 2903 AC' 2975 • • ••• • • • • • •.• • • •� • • ••• • • • 1 --8 (TYP) r , 1 x STD. WALL MULLS MAT'L: 6063 -T6 PlIODUCT QENEWao as :kb Or Pittrift -- Cads Aealpfteat �`i?rr TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE 139712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Dot : Revisions: 1 %9/06 1B—NO CHG. THIS SHT. Revisions. 5/8/06 C —NO CHG THIS SHT Rol 9y Drown P.J.P. Date: 28/00 D.•eAptlon: 1" STD. WALL, MULLION PROFILES Ms: ALUMINUM TUBE CLIPPED MULLION MULLS Scot.: 1X Snow: of Drawing No. • 6220 Roy: • • Vertical Mull Mull Length Opening_,_I Width Horizontal Mull F Opening With Mull Length Multiple Mulled Units Mull Length Opening width NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MUL77PLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND ,2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4 ") 8. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. PRODUCT %MR* �e eaiMli Cab i1ww.A TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robs! L Clark. P.C. PE #.39712 Structural 530/06 D —t CHG DC SHi F l�. 558/04 -MARKED CHANGES Drown P. 48/00 1" STD. WALL, PRESSURE CHARTS 1 & 2 1070 TECHNOLOGY ORME NOKOMIS, FL 34,773 P.O. PDX 1320 HIOKONIS. FL 34274 nw: ALUMINUM TUBE CLIPPED MULLION � � N.. NTS • � d 5 6220 5 sw+M MULLS CHART 1. - 1x2x.125 4TY. & TYP. ANCHOR v. OPENING WIDTH IN INCHES1444ovi-_;f,4 :.:.:;:: 60 60 70 ' 80 90 _ 100. 110 120 130.' 160 CUP TO OPENING (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A i (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B(2-ra' (2) A CLIP TO MULL (1)B (1)B .(1)B (1)B i (1)B (1)B (1)B (1) (1)B , (1)B co w = V Z g w ..: 2 42 48 50.625 54 60 63 66 72 76 78 129 115 107. 104 'I 103 103 1 103 103 103 83 73 67 63 61 61 81 61 61 61 70 81 55 52 . 50 49 49 49 49 ' 49 57 „ 49 .44 41 39 38 38 38 38 38 41 35 31 29 27 26 25 25 25 25 35 30 27 24 23 22 21. 20 20 20 30 26 23 21 19 18 18 17 17 17 23 20 17 16 - - - _ - 20 17 15 - - - - - - - 18 15 - - - - - - - CHART 2. -1x4x :125 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 " 110 - 120 130 160 CUP TO OPENING (2) A (4) B (2) A (4)B (2) A (4)B (2).A (4) B A (2) A (4)B (2) A (4)B (2) A (4)B(4)B (2) A (2) A (4)B (2) A (41B CUP TO MULL .-..„ (3) B (3) B (3).B (3) B (3) B (3) B: (8)-B (3) B (3) B (3) B S .1 J J in .170 170.. 170 170 ' .170 170 170 170 170 170 170 170- 170 170 170 170 170 • *70 - 170 170 170 170 . 170 - 170 1-70- - ITO 170 170 170 ' 170 170 170 170 170 162 158 157 157 157 157 170 170 157 143' ' 134 127 124' 122' 122 122 170 160 - 141 ; 128 ' 119 112 108 106 106 1.W 170 145 .127 115 106 100 96 93 .92 ' ` 92 142 120 .1.05 95 _ 87 81 77 :. 74.- 72. . 71. 120 102 90 81 74 89 65 `. 63: j `IA : :.59'. 111 94 ' 83 74 _ 68 83 60 "- 57' _ •'5S • 53 • 4 88 75 65 59 53 49 46 44 42 40 72 80 53 47 43 39 :. 37 : :35 '..33: 3.1.: 59 50 43 3 8 35 32 30 .. '.28 :27.' 24 41 35 30 27 24 22 20 19 18 16 38 32 2$ ,: 24 22 ' .20 19 ' 't' 17 18.7. : - 17 - - - - - - ; •.4.t : :-.. • • Vertical Mull Mull Length Opening_,_I Width Horizontal Mull F Opening With Mull Length Multiple Mulled Units Mull Length Opening width NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MUL77PLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND ,2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4 ") 8. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. PRODUCT %MR* �e eaiMli Cab i1ww.A TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robs! L Clark. P.C. PE #.39712 Structural 530/06 D —t CHG DC SHi F l�. 558/04 -MARKED CHANGES Drown P. 48/00 1" STD. WALL, PRESSURE CHARTS 1 & 2 1070 TECHNOLOGY ORME NOKOMIS, FL 34,773 P.O. PDX 1320 HIOKONIS. FL 34274 nw: ALUMINUM TUBE CLIPPED MULLION � � N.. NTS • � d 5 6220 5 sw+M MULLS FECIEEV'Ma flit APR 0 4 2007 BY:m - BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Indugries, Inc. 1070 Nok SCO • • ••• • • • ••• •• •• • • • • •• •• • • • ••••S • • • • • • ••• • • • • • • • • • • • • • • • • • ••••••• •••• • • • • .• • • • • • • IIII41 g1 ]$ASE •COUNTY, FLORIDA • • • • • • • : ; :ML+'l�t0 -D4D$ I AGLER BUILDING • 140 NEST FLAGLI R STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 .. . 3`�5A901• , FAX (305) 375 -2905 • • . . • • • • • vr. • m • ••• . S. • • - • • • • • • • • • the applicable rules and regulations governing the use of construction bmitted has been reviewed by Miami Dade County Product Control of Rules and Appeals (BORA) to be used in Miami Dade County and Authority Having Jurisdiction (AHJ). vali ra the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHT (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 AHT 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 to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series HR-710 Aluminum Horizontal Roller Window-LMI APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 7 of 7, 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 IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the man'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 product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 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. INSPECTION: 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. Gaston, P.E. NOA No 06-0405.06 Expiration Date: December 21, 2011 Approval Date: December • 21, 2006 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIPtiliCE Spell S : . • • • . ••.• • • . •..• • . . • • • . • . • . • • . • • . . • A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Rollsr Win& w, Ipac ", sheets 1 through 7 of 7, dated 02/28 /06, prepared by . signed and wiled 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 -485$ and FTL -4$59, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "Dupont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) aaimeD. Gascon, Chief, Product Control Division NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 E -1 • ••• • • • ••. • •• • • • • •• •• • • • ••• • • • • • • • • • • • • • • •. • • • • • • ••• GENERAL NOTES: IMPACT. HORIZPN.T.AL ROLLER WINDOW • 1. GLAZING OPTIbliS: 3SEE t)ErA=LS:QI 51-11 1:2). • • • • • • • • • • A. 5/16" LAMI CONSISTING OF�(2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSI$TI 4 OF(1) UTE OF•1e/8" N4NEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB., TE IYgR: : : :. • • • • • • •• • • • C. 5/16" LAMI CONSIbTTN( O•(2) tITESV 1/9" 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 0 :7 3/18° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" 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, 5/18" 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 3/8° 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 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAM! CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16" OR 1 /c: AIR SPACE AND 716" LAM! 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 114" 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, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331 /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 GASIIE T . 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). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 Raved By: Date: Revtatente Resod By: F.K. Data 10/17/06 Rev6lona: B CHANGE TO ASTM E 1300 -02 Rend By: F.K. Date: 5/13/06 Revdsb"a: A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. Drawn* Data CM1adrm,By. Date: J.J. F.K. 2/28/0 6 . J. 3 /2 3/ 0 6 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 F.O. BOX 1529 NOKOMIS, FL 34274 PAGT Viaihly Better Desaio. GENERAL NOTES That ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Series/Mode HR710 NTS Sheet 1 at 11 Drawing Na. 4127 -10 Rev. 8 /e/zr Robert L. Clark, P.E. PE #39712 Structural • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • •• • • • • •• •• • • ••• • • • • • Is • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• 1 •• •• 1/2" NOM. GLASS BITE 60,61,62 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" NOM. 5/16" LAMINATED GLASS (63,64,65) C] 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 WI 5/16" LAMI 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4° AIR SPACE 1/8" or3 /16" ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI Rated By Date: Revisions: -. Reved By: F.K bete: 10/17/06 Reviabrter B NO CHANGE THIS SHEET Read By. F.K: Date: 5/13/06 Revlsfars: A ADD AIR SPACE DIM. TO LAM! 10 DETAILS Drawn By F.K. Dale 2/28/06 checked By. J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better GLAZING DETAILS Tee. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sedd•y HR710 Full Sheet 2 of 11 Drawing No. 4127 -10 Robert L. Clark, P.E. PE #39712 Structural • .•• • • • ••• • •. .• • • • •• •• • • • • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • • .•. • • • ••• • • • (XOX 1/4,1/2,1#.1) pESIGN PRES^9UREgS WINDOW WIDTH 84" GI.A • TYPE A,B,G,H_ TABLE 1. • . • • - : • • • • ••. S. • • • • • • • 26" WINDOW HEIGHT 96" A,B,'G,H_• 106 318" 108" 111" A,B,G,H A,B,G,H +60.0• ;66 o: +60'0: . -60.A 4611 36" tF0.0 '60.0 • +60.0 38 3/8" 48" -60.0 +60.0 -60.0 +60.0 -60.0 50 5/8" 64" 60" 63" +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 -60.0 +60.0 -60.0 +59.1 +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 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -59.1 +56.0 -56.0 -55.5 +52.1 -52.1 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.0 -55.0 +51.7 -51.7 +60.0 -60.0 +59.5 -59.5 +54.0 -54.0 +50.9 -50.9 UP TO 111" C, I +60.0 UP TO 111" D,E,F,J,K,L +75.0 -60.0 -75.0 (XOX 1/3,113,113) DESIGN PRESSURES G. 13/16" LAM! IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) WINDOW WIDTH GLASS TYPE WINDOW I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) TABLE 2. 26" WINDOW WIDTH GLASS TYPE 48" 50 5/8" 54" 60" WINDOW HEIGHT 60" A,B,G,H +75.0 26" I 36" I 38 3/8" I 48" T 50 5/8" I 54" I 60" 63" TO 86 7/16" A, B, C, G, H, I +75.0 -75.00 +75:0_=7.5,00- +75.0 -75.00 C, I +75.0 -75.00 +75.0 +60.0 -60.0 TO 86 7/16" D,E,F,J,K,L -75.00 +75.0 -75.0 - 5.00 66" +75.0 -75.0 (OX AND zcol DESIGN PRESSURES TABLE 3. G. 13/16" LAM! IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) WINDOW WIDTH GLASS TYPE WINDOW I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) H4 GHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" r 63" 60" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00N-42610 -75.00 +75.0 -75.00 +75.0 -75.00 +75:0_=7.5,00- +75.0 -75.00 C, I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.0 - 5.00 66" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.0 -70.00 C,1 +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 +75.0 -75.00 72" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +70.1 -70.10 • ' -65.00 C, I +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 -72.10 74" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +68.6 -68.60 -63.50 C,! +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00_ +74.7 -74.70 +70.8 -70.80 UP TO 74" D,E,F,J,K, L +75.0 -75.00 GLASS TYPES: TEST REPORT FTL -4858 (XO)9, FTL -4859 (OX & XO) A. 5/16" LAM! - (1/8" A, .090,1/8" A) G. 13/16" LAM! IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) B. 5/16" LAM!- (1/8" A, .090,1/8" HS) H. 13/16" LAM! 1G -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" LAMI - (1/8" HS, .090,1/8" HS) I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) J. 13/16" LAM! IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 13/16" LAM! IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) F. 7/16" LAMI - (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, 3/16 "HS) Render Date: Rend By: F.K. Date: 10/17/06 Revisions: 8 REVISE DP TABLES TO ASTM E 1300 -02 Reved 9y. F.K. bete: 5/13/06 RevbWas• A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. Draw" Br. F.K. Dale: 2/28/06 Chec adBr J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.Q. BOX 1529 NOKOMIS, FL 34274 Pic," Visibly Better DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SericaModet HR710 NTS 3 0 11 4127 -10 Rev: B l a6 Robert L. Clark, P.E. PE #39712 Structural • ••• • • • • • •• • • • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••. • • • • • • • • 25 1/8° max. DO. VEND • ' .' • s 49 314 "•-sMAX . .1. O FIXED -*- • • . • • • • • ••. • • • • • • •• ••• • • ••••• • • • • S. • • . •• S. .• • • • • ••• •• 0 • • MEM 111° MAX. WIDTH DETAIL B - XOX (1/4- 1/2 -1/4) 33 86" MAX. DLO FIXED 33 9/16" MAX. DLO VENT 57 3/8" MAX. DLO ALL FIXED LITES 56° MAX. 63" DLO ALL MAX. VENTS HEIGHT ALL CONFIG. C 74" MAX. WIDTI I DETAIL A - OX OR XO 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 Raved By: Revisions: Raved By: FK. Data. 10/17/06 Rev.toas: B NO CHANGE THIS SHEET Raved By F.K. 5/13/06 Revlatoraz A NO CHANGE THIS SHEET Oman 8y F.K. Data: 2128/06 Cteck.dey J.J. Data: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 c; Visibly Better ELEVATIONS TAIer ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sml"ammdak HR710 Scala: NTS 4 at 11 Waging Ra 4127 -10 Rae B / Robert L. Clark, P E. PE #39712 Structural L LI • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • ••• • • • • • ••• • • • • • • SECTION B -B (HORIZONTAL SECTION - XOX) EXTERIOR 39 OPTIONAL INTERIOR 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) Revsd 9y. Date: Revisions: Raved ey F.1C Dore: 10/17/06 Revisions: B NO CHANGE THIS SHEET Revsd By: F.K. Dote: 5/13/06 Revstoaa: A NO CHANGE THIS SHEET Drawn 5y. F.K. Date: 2/28/06 [lid 9y. J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pc," Visibly Better Deswietfon: SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT sarrsafaaoam: HR710 Seale: sheet Half 1 5 er 11 Drawing ND. 4127 -10 Rev. B Robert L. Clark, P.E. PE #39712 Structural MMI • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ..• • • • • • • • • • • . • . • ••• 1TFM DWG# REV DESCRIPTION MAT'L PGT# 1 4102 A FI,LAN3E FRAME BEAD • • • • 6063 -T6 AL 612237 2 4025 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) SASHS'•OP (11.)m Eft' CUP) 6063 -T5 AL 612244 3 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) * € 3/4 Pii Pl T HEIW • ..: " 7834AA 4 4053 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) SASH STOP COVER (SASH STOP) 6063 -T5 AL 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 6 4136 13/16" LAMI 1G-3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "IIS, .090 PVB, 3 /16 "HS) FLAT E f 1 M1E Ste, ... .. 6063 -T6 AL 64136 7 4137 SIL1' ADAPT'(&t : : i • _ • 6063 -T6 AL 64137 8 4131 ROLL It 'NC''S.; ; :: •. •.' ,6063 -T6 AL 64131 10 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 _ ADHESIVE OPEN CELL FOAM PAD 1624 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 17 4054 B FIXED MEETINGRAIL 6063HD -T6 AL 64054A 19 4066 W STP.,.187 X .230, FIN SEAL 640660 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 W STP.,.250 X .270 BACK, FIN SEAL 61683G 23 225 -1 ROLLER HOUSING & GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLE SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS -T6 AL 64006 33 1235 WSTP.,.170 X .270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE -CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 W STP.,.250 X .270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078 "C" L OR R 50 GLAZING SILICONE, DOW 899, 995 OR UIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) _ 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 53 4039 B GLAZINGBEAD -, 5/16" 6063 -T5 AL 64039B 54 4044 B GLAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL 644703 55 4222 A GLAZINGBEAD - 7/16" 6063 -T5 AL 64222 56 985 C GLAZINGBEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 59 4067 (;LAZING BEAD - 13/16" 6063-T5 AL 64067 60 GLASS, 5/16' LAMI (1/8" A, .090 PVB, 1/8" A) 61 " 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A 64 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 " 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) 66 " 13/16" LAMI IG- 1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PV/B, 1 /8 "A) 67 " 13/16" LAMI IG- 1/8 "A, 3/8" AIRSPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8"HS) ITEM DWG# REVI DESCRIPTION I MAIL I PGT# 68 GLASS, 13/16" LAMI IG- 1/8 "A, 3/8" AIRSPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 69 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8"A„090 PVB, 1 /8 "A) 70 " 13/16" LAMI 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" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 72 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 73 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 74 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (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" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 77 " 13/16" LAMI 1G-3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "IIS, .090 PVB, 3 /16 "HS) 90 1014 SCREEN FRAME (HOR & VER.) 3105-H14 AL 91 1630 SCREEN CORNER KEY W/RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 96 SCREEN CLOTH Dare: Amadora: Raved Br F.IC Data 10/17106 Revisions: 13 NO CHANGE THIS SHEET Raved By: F.K. Date: 5/13/06 Rev:sans: A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. Drawn or F.K Data 2/28106 Checked Br J.J. Data 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 c; r Visibly Better amalgam PARTS LIST Mix ALUM. HORIZONTAL ROLLER WINDOW, IMPACT saresrxmdac HR710 NTS seas. 6 of 11 owing Ne. 4127 -10 Rev: B Robert L. Clark, P.E. PE #39712 Structural • • ••• • • • ••• • S. • • • • •• •• • • • • • • • • • • • • • • ••• • • • • _ •.• • • • • • • • •.• • • • • • • • - • ••• • • • • • • • • • • • • • • • • •• • • • ; •• ..7,73 • • • • IL. •• .. •• 2.710 • • • ►I O FLANGE FRAME HEAD #4102A, 6063 -T6 •• • • .490 �- 1.451 O SASH STOP #4025, 6063-T5 21 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 .050 1.096-- -+-1 54 GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) .678 1.122 L 1-1- -- -2.710 CD1 FLANGE FRAME SILL #4136, 6063 -T6 .437 T O HORIZ. ROLLER TRACK #4131, 6063-T6 :061 2. 1.081 32 SASH MTG. RAIL #4006D, 6063H8-T6 1.187 37 1.187 I-4— .062 3. 0 O FRAME SILL ADAPTER #4137, 6063-T6 .062 1A03 -■I 17 FIXED MEETING RAIL #4054B, 6063HD -T6 SASH SIDE RAIL #4126, 6063-T5 .050 678 .678 050—+ - 1.096— I -+—H 1.115-+- -►[ J cp GLAZING BEAD 7/16" 56 GLAZING BEAD, 7/16" #4222A,6063 -T5 #985C, 6063-T5 (USED W/ GRILL KIT) .050 1+- 1.513{ x.040 I 1_ .738 O SASH STOP COVER #4053, 6063 -T5 1.363 1. 13 FLANGE FRAME JAMB #4002A, 6063-T6 I+-- -- 2.784 —•l .062 .678 1.096 7 53 GLAZING BEAD, 5/16" #4039B, 6063 -T5 .683 .050 59 GLAZING BEAD, 13/16" #4067, 6063 -T5 1.097 ,rono going)** 14411 Revd By Dare: ReKvlmm: Rend By F.K. Date: 10/17/06 Revisions: B NO CHANGE THIS SHEET Rend By F.K. Date: 5/13/06 Revisions: A NO CHANGE THIS SHEET Drawn By F.K. 2/28/06 Chested By, J.J. Data 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Desolptiox EXTRUSIONS Tale: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Beassatodet HR710 Half .Blear. 7 at 11 Orming No 4127 -10 Raw: B Robert L. Clark, P.E. PE #39712 Structural • • --• • • • ••• •• •• • • • •• •• • • • • • • • • • • ••• • • • • • • • • • • • • ••• S. ANCHOR QUANTITIES, XOX (114- 1/2 -1/4) WINDOWS TABLE 4 GLASS TYPE ) 4,B,GG,H,I • .•• ANCHOR TYPE 9 21,11110t)D, • • 22 CONC • _ ; 1 •CON0 & SUBSTRATE EOGES • ••!ONE$ I -' ZONES 2,3, WOOD D,E,F,J,K,L 2, CONC 1, CONC ZONES WINDOW SIZE HEAD & SILL W V H •• 53.125x38.375 1 +C2+1 +Op: 1 I2' 48.000 50.625 54.000 60.000 83.000 HEAD & SILL • • =• ,! v • • +F2 {1 +W1 1+C2+1 +CIA 1 .3 .II + CS+ 1 +C 2 * 1 HEAD & SILL • IS • m 2 HEAD & SILL 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C14•1 +C2 +1 • 2 1 +C2 +1 +02 +1 ZONES co- ca HEAD & SILL ZONES 2 1 +C2 +1 +C2 +1 m HEAD & SILL CO CO 1 +C2 +1 +C2 +1 2 •3• 3 1 +62 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +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 3 3 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 +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 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 60.000 x 38,375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +C2 +1 2 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 2 1 +C2 +2 +C2 +1 2 3 1 +C2 +2 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +2 +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 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +2 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +03 +2 +C3 +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 3 1 +02 +1 +C2 +1 3 1 +03+2 +03 +1 3 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2+ +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +2 +02 +1 2 1 +02+2+02 +1 2 1 +02 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 1 +C2+1 +C2 +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 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+2 +02 +1 1 +C2 +1+C2 +1 3 1 +02+2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C2 +2 +02 +1 3 3 1 +C2 +2 +C2 +1 3 1 +03+2 +03 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+2 +C2 +1 3 1 +03+2 +03+1 3 1 +C2 +2 +C2 +1 3 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 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 +C3 +2 +03+1 3 1 +C2 +2 +02 +1 2 1 +C2 +2 +C2 +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 +02 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2++C2 +1 3 1 +02 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +02 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +C2 +1 3 1 +03 +2 +03 +1 3 1+C2 +2 +C2 +1 3 1 +C2+2+C2 +1 3 1 +02+2 +02 +1 3 1 +C3 +2 +03+1 3 1 +C2 +2 +02 +1 3 1 +03+2 +03+1 3 1 +C2 +2 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +03+2+ 3 +1 106.375x 38,375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3+C2 +1 3 1 +03+2 +03+1 2 1 +C2 +3+02+1 3 1 +02 +2 +02 +1 3 1 +C3+2+c3 +1 3 2 1 +02 +3+02 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3+03 +1 3 1 +03 +3 +03+1 1 +C2 +3+C2 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3 +03+1 3 1 +03+3 +C3 +1 3 1 +02 +3+02 +1 3'1 +C2 +3+C2 +1 3 1 +03+4 +C3 +1 3 3 1 +03+4 +03+1 3 1 +C3+3+C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3 +03+1 3 1 +03+3+03 +1 3 1 +02 +3+02 +1 3 1 +C2 +2+C2 +1 3 1 +C4 +3+C4 +1 3 1 +04 +3+04 +1 3 1 +C2 +3 +C2 +1 3 1 +04 +4 +C4 +1 3 1 +C4 +4 +C4 +1 3 1 +C3 +3+03+1 3 1 +C2 +2 +C2+1 111.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +3+C2 +1 2 1 +C2 +3 +C2 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3+3+C3+1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 2 1 +C4 +3+C4 +1 3 1 +04 +3 +04 +1 3 1 +03 +3+03+1 3 1 +04 +4 +04 +1 3 1 +C2 +3+C2 +1 2 1 +C2 +3+02 +1 3 1 +C3+3+C3 +1 3 1 +03+3+03+1 2 1 +C2 +3+C2 +1 3 1 +C2 +3+02 +1 2 3 1 +C2 +4 +C2 +1 2 1 +C3 +4 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+3 +C3 +1 3 1 +03 +3+03+1 3 1 +C2 +3+02 +1 3 1 +C3 +4 +03 +1 3 1 +C2 +2 +C2 +1 3 1+02 +2 +C2 +1 3 1 +03+3 +C3 +1 3 1 +03 +3 +03+1 3 1 +C2 +3 +C2 +1 3 1 +C4 +4 +C4 +1 3 1 +C4 +3 +C4 +1 3 1 +04 +3 +04+1 3 1 +02 +3 +C2 +1 3 1 +04 +4 +04 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +04 +1 3 1 +C3 +3+03 +1 3 1 +05+4 +05 +1 3 NOTES: 1. ANCHOR TYPES: L\ 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. 7/16" 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 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" 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, 3/18" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI 10 -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 e© DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 22112" MAX. O.C. TABLE KEY: ® X O X 11 +C3+4 +C3 +1 13 •- ANCHOR QUANTITY PER JAMB 9° REF. X I O X 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. O.C. ANCHOR SPACING) 125 3/4° max. --•-I MIN. I I p t I I I I tot MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) I 9" REF. 25 3/4" MAX. {-•- -1 1/2" TYP. MIN. t t 0 MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Read ay: Date: Revisions Revsd ay F.K. Date: 10/17/06 Reddens: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Revsd ay F.K. Dam: 5/13/06 ,gym: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Drawn ay: F.K. Dam: 2/28/06 Chedwd es J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Deserfpfierc ANCHORAGE SPACING, XOX (114 -112 -114) Tara: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better seneemtuaee HR710 seas.: NTS SitCdt P 8 of 11 orewGro N° 4127 -10 Rev. B obert L. Clark, P.E. PE #39712 Structural .• •. • • • •• •• • • • • • • • • • • • • • • ••• • • • • • ••• ANCHOR QUANTITIES, XOX (113 -113 -113) WINDOWS TABLE 5 GLASS TYPE) ANCHOR TYPE) & SUBSTRATE 2, 3, Ap ZflVF i • s OFE6• • . • • v� • WINDOW SIZE HEAD & SILL g HEAD & SILL W v H - _ .. A,B,G,H 2,tvOist : : 1= cove {•OI)1ES • • co HEAD & SILL ,••• •• :C2:1 - 1 :2:1iC2 +10-C2 +1 1+t221402114 .3 t +C2 +1 +€2 +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 +C2 +1 3 1 +C2 +1 +C2+1 48.000x 38.375 48.000 50.625 54.000 60.000 63.000 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C +1 2: 1+C2+1+C2+1 3 66.000x 38.375 48.000 50.625 54.000 60.000 63.000 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 86.437x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2+•1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2 +1+C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3+1 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 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 +1 +C2 +1 1 +C2+1+C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 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 +1 +C2 +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 +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 3 3 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 2 3 3 3 3 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1+02+1 +C2+1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2+1 3 1 +C3 +1 +C3 +1 1 +C2+1+C2 +1 3 1 +C3 +1 +C3+1 2 3 3 3 3 3 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 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 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C3+1+C3+1 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3 +1 2 1 +C2 +1 +C2 +1 3 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 2 3 3 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 2 3 3 3 2 3 3 3 3 3 2 3 3 3 3 L 2,3, WOOD 2, CONC ZONES ZONES HEAD & SILL 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2+1 +C2+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C22 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2+1 +C2 +1 1 +C3 +1 +C3+1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 1 +C3+1 +C3 +1 1 +C2 +1 +C2 +1 1+C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3+1 +C3+1 1+C3+1 +C3 +1 1 +C2 +1 +C2 +1 1+C2 +1+C2 +1 1 +C2 +1 +C2 +1 1 +C3+1 +C3+1 1 +03+1 +03+1 1 +C3 +1 +C3 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+C2+1 +C2+ 1 +C3+1 +C3 +1 1 +C3 +1 +C3 +1 1 +C3+1 +C3 +1 1, CONC ZONES rif HEAD & SILL 2 1 +C2 +1 +C2 +1 m m HEAD & SILL 2 5) 2 1 +C2 +1+C2 +1 2 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 3 1 +C2 + 1 +C2 +1 3 1 +C2 +1+C2 +1 3 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 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2+1 3 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 3 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 3 •2 1 +03 +1 +C3 +1 3 1 +C2 +1 +C2 +1 2 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 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 2 1 +02 +1 +02 +1 3 1+C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02+1 +02 +1 3 1 +C2+1 +02 +1 3 1 +C2 +1 +C2 +1 3 3 1 +02 +1 +02 +1 3 3 1 +C3 +1 +03+1 3 3 1 +03+1 +03+1 3 2 1 +C2 +1 +C2 +1 2 3 1 +C2+1+C2 +1 3 3 1+02+1 +02 +1 3 3 1 +C3 +1 +C3+1 3 3 1 +C3+1 +03 +1 3 3 1 +C3 +1 +03+1 3 2 1 +02 +1 +02 +1 2 3 1 +C2+1 +02 +1 3 3 1 +C3+1 +03+1 3 3 1 +03 +1 +C3+1 3 3 1 +03 +1 +03+1 3 3 1 +C2 +1 +02 +1 2 1 +02 +1 +02 +1 3 1 +03+1 +C3+1 3 1 +02 +1 +02 +1 2 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +03+1+03 +1 3 3 1 +03+1 +03+1 3 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C3+1 +C3+1 3 3 1 +03+1 +03+1 3 3 1 +133 +1 +03 +1 2 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 2 3 1 +C4 +1 +C4 +1 3 1 +02 +1 +C2 +1 2 1 +03 +1 +C3 +1 3 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +03+1 3 1 +C3 +1 +C3 +1 3 3 3 3 1 +C3+1 +03 +1 3 1 +C3+1 +03 +1 3 1 +C3+1 +C3 +1 3 1 +C4 +1 +C4 +1 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" 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 - (3116" A,.090, 3/16" A) E. 7/16" 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 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI I. 13/16" 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 114° 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 3116" 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 0 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 X I1 +C3 +1 +C3 +1 ! 3 HI-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) ■ I25 3/4" MAX. -�{ f -•--3° MIN 1 tit- / 1 1 1 9 ° REF. � X MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 25 3/4" MAX. -� 1 1/2° TYP. I-0-3° MIN. Approved as complying whit tbe Mikis Dale NOM Retad By Date: R"H&crw: Read By. F.K Data: 10/17/06 ReeteMea: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Rend By F.K. este: 5/13/06 Ravtsfoaa: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Duey F.K Date: 2/28/06 Checked By. J.J. Dor I 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 -ACTITP Visibly Better Dasettaffate ANCHORAGE SPACING, XOX (1/3- 1/3 -1/3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Selo nuoa c F1R710 NTS 9 e 11 4127 -10 Arm Robert L. Clark, P.E. PE #39712 Structural • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • ••• • • • • • S • • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 4 GLASS TYPE >, ANCHOR TYPE) & SUBSTRATE • • •A,B,G,H • ••; C,D,E,F,I,J,K, L 21'!' ` i, iQ2Jc :, CONC 2,3, WOOD 2, CONC 1, CONC • •BONE$ '.7ONIiS • Z ®NES ZONES ZONES ZONES a a _ •o m WINDOW SIZE W V H a� Fp• s1 m • • a' •t °•• m 2• ` °� j •cn •D JAMBS I a 0 = .6 1 JAMBS I HEAD & SILL JAMBS I 37.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2-41 i2i 4;42:11 Z..1++1 2 1 +C2 +1 2 1 +C2 +1 2'1+C2+1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 • 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1+C2+1 3 1 +C2 +1 3 1+C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 4&000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2'1+02+1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 1 C2 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +03+1 3 1+ 1 3 1 +C2 +1 3 1 +C3 +1 3 1+C3+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 51125x 38.375 48.000 1 +C2 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 1 +C2 +1 2 1 +02 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 C2 +1 3 1 +C3 +1 3 50.625 54.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C 1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3+1 3 1+03+1 3 1 +C2 +1 1 +C3 +1 3 60.000 1 +C3+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2 +1 3 +C3+1 3 63.000 1 +03+1 3 1 +C3 +1 3 1 +03 +1 3 1 +03 +1 3 1 +03 +1 3 1+ 3 60.000 x 38.375 48.000 1 +C2 +1 2 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 2 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 50.625 54.000 1 +03+1 3 1 +02 +1 3 2 +03+2 3 1 +03+1 3 1 +02 +1 3 2 +03+2 3 1 +03+1 3 1 +02 +1 3 2 +C3 +2 3 1 +03+1 3 1 +C2 +1 3 2 +C3 +2 3 60.000 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 37 63.000 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3+1 3 1 +C3 +1 3 2 +C4 +2 66.000x 38.375 48.000 2 +C2 +2 2 1 +C2 +1 2 2 +C2 +2 2 2 +02 +2 2 1 +02 +1 2 2 +02 +2 2 2 +C2 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C2 +2 3 1 +C2 +1 3 2 +C3 +2 3 50.625 54.000 60.000 63.000 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C3+2 3 1 +C2 +1 3 2 +C3 +2 3 2 +03 +2 3 1 +02 +1 3 2 +03+2 3 2 +03 +2 3 1 +C2 +1 3 2 +03 +2 3 2 +C3 +2 3 1 +03 +1 3 2 +C4 +2 3 2 +C3+2 3 1 +C3 +1 3 2 +C4 +2 3. 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 2 +C3+2 3 1 +C3 +1 3 2 +C4 +2 3 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +02 +2 2 2 +02 +2 2 2 +02 +2 2 2 +02+2 2 2 +02 +2 2 2 +C2+2 2 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2 +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 +C3+2 3 2 +C3 +2 3 2 +C3 +2 3 2 +03+2 3 1 +03+1 3 2 +04+2 3 2 +C3 +2 3 2 +03 +2 3 2 +04+2 3 2 +03 +2 3 1 +03 +1 3 2 +04+2 3 2 +04 +2 4 2 +C3 +2 3 2 +C4 +2 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 B. 5/16" LAM C. 5/16" LAM D. 7/16" LAM E. 7/16" LAM - (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) F. 7/16° LAM - (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" LAM H. 13/16" LAMI IG - 1/8" OR 3/16° A, 5/16° OR 3/8" SPACE, 5/16" LAMI I. 13/16" 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 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 221/2" MAX. O.C. TABLE KEY: O X 2 +C3 +2 13 9 REF. MTG. RAIL 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 18 3/4" MAX. -•-H ( -+--3" MIN. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. 18 3/4" MAX. 1/2" TYP. I -+--3" MIN. MTG. RAIL - EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS p vea as wooing tva >lw Revd By Dam: Revns: Revad By F.K. -Rend Bs F.K. osrx 10/17/0& Revisions: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Dale: 5/13/06 Revfsb"s: A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Drawn By. F.K. Oak 2/28/06 Cif asked By J.J. riatEr 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1528 NOKOMIS, FL 34274 F21,111 Visibly Better description: ANCHORAGE SPACING, OX AND XO WINDOWS ran: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s"rmanModek HR710 scan: NTS Shea: 10 a 11 Drawing No. 4127 -10 Rev. B obert L. Clark, P.E. PE #39712 Structural • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• 3KSI CONC. lx WOOD BUC (SEE NOTE 3) 3KSI CONC. • • rONCRFCti AtI HOR e • • • • • :4= #1•211E4D • • • •.• SgE NC T, 1 THIS SHT. AND NOTE 3 SHTS. 8-10) • ••• • • • 4, • •• ••• •• • • • • • • V ••e•. • •• • • •, .•• • • 4 . 4j. 6• •00 • • 1 3/8 MIN. DETAIL A .a 4 ' 1/4" MAX. SHIM 2x WOOD BUCK (SEE NOTE 3) e0 WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8 -10) MIN. TYPICAL HEAD SECTIONS EXTERIOR INTERIOR (HEAD & SILL DETAILS) 0 CONCRETE ANCHOR W/ #12 HEAD (SEE OTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM $MAX. a• • 1 3/8 MIN. • 1® DETAIL C 2x WOOD BUC (SEE NOTE 3) DETAIL B 1/4" MAX SHIM NOTES: Al. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR ® 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x 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). 1/4" MAX. SHIM ---{ WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 114" 1—SHIM $ MAX 1 318" MIN. TYPICAL SILL SECTIONS • d• . • •a DETAIL D DETAIL E 1/4" MAX. SHIM -1-1 �-- CONCRETE ANCHOR W/ #12 HEAD (SE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8 -10) 1 3/8" MIN. A, ltt:,etii.11 ;141 aai;i• 2x WOOD BUCK (SEE NOTE 3) INTERIOR (BOTH JAMB DETAILS) EXTERIOR L V 1 1/4" MIN. (1.5KSI CMU) OR 1 3/8" MIN. • (3KSI CONCRETE) x WOOD BUCK (SEE NOTE 3) DETAIL F TYPICAL JAMB SECTIONS Read By Date: Revisions: Rome By F.K. Date: 10/17/08 Revisions•. B REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES Revsd Br F.K . Data: 5/13/06 Revisions: A ADD NOTE 5. Drawn By F.K. Date: 2/28/06 Checked By. J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1529 NOKOMIS, FL 34274 Pi Gal ANCHORAGE DETAILS Tare: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better 8erdas+6l:4e1. HR710 Scala: Half Sheol 11 al 11 Drawing N". 4127 -10 Raw. B li r6 ficF Robert L. Clark, P.E. PE #39712 Structural