Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
WS-13-2348
Shores Village Building Department 1000 N.' am Florida 33138 Tch (305) 7952204 Fow. M 756.8972 VWBCn0N'S PHONE NUMBER:- (305) 762AN9 BLUDING PERMIT "PLICATION Permit No. Master Permit Na OCT 12013 FBC 2010 Permit Type BUILDING ROOFING JOB ADDRESS: aci K chr. mlow RM ulval PJA —Zip: 331,33 ban addhog Hblork* BeftnU& Yes �NO OW?MM- Name {pee ft* noehow). Hari&- C.§m-cL %e— 4, w,,, --Yh.*. 1-&-349 -14V!r T=wWLem Nam: CONTRACTOR: Company Na %w- �L-nonet. /16 Addmw 77 0 A.,j S1 Chr —1-10 2-16 Qiavrw Nam C%,AAnjna —77—,"---a State Cadficdion or Rq0*01w f.3/ 1 X7 _CaaC* of Cqmpdowy Duets Valved Work for ftftn&-$ Type cfWak 13 = 13NM 104"eldsce QD=3*on 12 SobmMFee $ C.L— Pawlt Fee $ CCF $, coloc $ Radon Fft$ —ID13fas Notary $ 1pft$— Tftbnlw Fee —wattall U,*w $ TOTAL FEE NOW DUE s.2 21. W Bomdtag Company's Name (if applicable) Bonding Company's Address M P State Zip Mortgage Lender's Name (if appHcoble) Mortgage Leader's Address City Staff �P Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has comnnemoed prior to the issuance of a permit and that all work will be performed to mut t the standards of aU laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNA S}t BO)LW, HEATIStS, TANKS and AIR MNDITIOXRS, ETC. OWNEB'S AFFMAVIT: I certify that all the foregoing information is accurate and that sU work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAI TO RECORD A NOTICE OF COM ENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS - TO YOUR PROP MTY. IF YOt� INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a edition to the issuance of a building permit. with an estimated value exceeding $25W, the appUcamr murst promise in good faith that a copy of the notice of cimmiencement and conanw i m lien Jaw brochure will be delivered to the person whose property is subject to attachment. Also. a ceH fled copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days t*er the: buNing permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. S f 1 Si Owner or Aged ' Cm►tractor The was w3mowledged bete this The foregoing hmtratet was acknowledged before me this .v40).%,*�i'c.�.YtSa of 20 l� day g by a . who is F6)3 nown to me or afio leas priced F L. Is'personally bx m to me or wbo baewpro ltxd, k K 41 ut 'fication and who ' tape an oath. as identificatioA atal wlib did te, oph, NOTA LI ., 1V0TARV Pl%iaC: My APPROVBD BY Sign: Nuiary ruonc, awe w roma � y Commission# EE 107495 MY Pok _ fta 6t My comm. exVires June 28, 2015 * C. Jo 2,26'? c►en +P FFvt nu Plaos,-; Structural Review OtevhW 3/3212012MRev nd 0711oro>)0WVhW 06/109 3t15M �. Zoning Property Search - Report Property Information: Folio 11-3208-043-0120 Property Address 629 NE 92 ST 813 Owner Name(s) MARIA CRISTINA LIMA Mailing Address 629 NE 92 ST #8B MIAMI SHORES FL 33138 Primary Zone 3000 MULTI -FAMILY - GENERAL Use Code 0007 CONDOMINIUM - RESIDENTIAL Beds/SathsiHalf 010/0 Floors 0 Living Units 0 Adj. Sq. Footage 815 Lot Size 0 Year Built 1949 Full legal Description SHORES PLAZA WEST CONDO UNIT 86 - 2ND FL BLDG 1 UNDIV .03690% INT IN COMMON ELEMENTS CLERKS FILE 7311-213196 OR 14403-1717 01901 COC 25357-095810 2006 1 Assessment Information: Date Amount Current Previous Previous 2 Year 2013 2012 2011 Land Value $0 $0 $0 Building Value $0 $0 $0 Market Value $55,000 $50,000 $50,000 Assessed Value $50,850 $50,000 $50,000 Benefits Information: 10/2004 $82,350 Current Previous Previous 2 Benefit Type 2013 2012 2011 Save Our Homes Assessment Reduction $4,150 $0 $0 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $850 $0 $0 Note: not all benefits are applicable to all Taxable Values (le County, School Board, City, RegionaQ. Disclaimer. Page 1 of 2 MIAMI -DARE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT CadasLop=-Carrera PropenyApprah- Aerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemptlon/ Taxable County $25,8501$25,000 $25,000/$25,000 $25,000/$25,000 School Board $25,000/$25,850 $25,000/$25,000 $25,000/$25,000 City $25,850/$25,000 $25,000/$25,000 $25,000/$25,000 Regional $25,850/$25,000 1 $25,000/$25,000 $25,000/$25,000 Sale Information: Date Amount OR Book -Page Qualification Code 7/2009 $35,000 28639-36M Corrective deed, quit claim deed, or tax deed; Deed bearing Florida Documentary Stamp at the minimum rate prescribed under Chapter 201, F.S.; Transfer of ownership where no doe stamps were paid; or, Transfer of ownership by other than a deed such as a final judgement or court order. 10/2006 $158,000 25357-0958 Sales which are qualified 10/2004 $82,350 22743-3457 Sales which are qualified 7/2004 $0 22589-2091 Sales which are disqualified as a result of examination of the deed 1/1990 $35,000 14403-1717 Sales which are qualified 6/1984 1 $43,000 12201-0920 Sales which are qualified 12/1980 $40,950 109442301 Sales which are qualified 10/1973 $24,000 00000-0000 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The property Appraiser and Miami -Dade County assuines no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http://www.miamidade.govrmfoldiscWmer.asp. http://gisweb.miamidad.a.gov/PropertySearch/printMap.htm 9/20/2013 4 4 5 Egress Egress 6 C� T cc C N M t:.« C13ccC46LL N N L 73 Cc Z s L- to E co NOT TO SCALE A'f& Oct 11, 2013 AaEoeacxmrww Site Plan AOE: OF1 1 Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOk ONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 4 RoofTributa Area Ft Height 10' 15 20 25 30, ENGINEERING -43A -42A -41.6 -41.1 -40.6 0 -15 ft 0-15ft +40.1 +39.0 +38.2 +37.7 +37.2 + $ +39.0 -44.0 -43.0 -42.2 -41.6 -41.1 7 3 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 + -44.6 -43.5 -42.8 -42.2 -41.7 -41:9- r 3 17 ft � "55.1 -52.9 -51A -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6.8 +41.1 -45.1 -44.0 -43.3 -42.7 -42.2 -55.7 18 ft -52.0 -50.8 -49.8 -08.9 -48.2 -47.6 -47.0 +41.6 +40.5 +39.7 +41.6 +40.5 +39.7 +39.1 +38.6 + -51.4 -50.4 -49.5 -48.8 -48.1 -45.7 -44.6 -43.8 -43.2 -42.7 -42 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 -46.2 -45.0 -44.2 -43.6 -43.1 -42*7 -42.3 -42.0 -41.7 201t +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 -57.6 -55.3 -53.7 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 46'6 X155 44.7 44.1 -03.6 43.1 42.8 42.4 42.1 21 ft -58.1 -55.8 -54.2 22 It +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 -58.7 -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 22 ft +41.8 , +39.2 "59.2 -56.9 -55.2 +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 1 +39.2 +38.9 -47.5 -"A -45.6 -44.9 -".4 -".0 -43.6 -43.3 -43*0 23 It 25 It -59.7 -57.4 -55.7 ,.f� .4 +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 -60.2 -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -".0 -43.6 -43.3 24 k +45.0 +43.8 +42.9 +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 -55.3 -54.2 -53.3 -52.5 -S3.8 -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 25 ft -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 lift +44.6 1 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 +45.7 -48.8 "47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -".1 26ft -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 29 ft +".0 +44.8 +43.9 +45.0 +43.8 1 +42.9 +42.3 1 +41.8 +41.3 +40.9 1 +40.6 +40.3 -56.5 -55.4 -54.5 -53.7 -53.0 -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 27 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 32 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 +47.0 -49.5 -48.3 -47.5 -46.8 -46.3 -4S.8 -45.4 28 ft -59.8 -58A -573 -56.3 -55.5 -54.7 -54.1 +47.9 , 1 +45.7 +45.7 +44.5 +43.6 +43.0 +42.4 444 , -60.1 -58.9 -57.9 -57.1 -56.3 -49.9 -48.7 -47.8 -47.2 -46.6 29 ft +46.0 +44.8 +43.9 +433 +42.7 ,30ft -50.3 -49.0 -48.2 -47.5 -47.0+46.3 45 ft +45.1 +44.3 +43.6 +43.032ft-51.0 ;2., +49.1 +48.2 -49.7 -48.8 -48.2 -47.6 -4 . -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 soft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. +461 -51.9 -50.7 -49.8 -49.1 -48.5 - 35 ft +52.7 +47.9 +46.6 +45.7 +45.0 +44.5 -71.8 -69.0 -53A -52.1 -51.2 -50.5 -49.9 -49 - 40 ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +49.2 +47.9 +47.0 +463 +45.7 +45.2 +44.8 +44.4 +44.1 -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 45 ft +50.5 1 +49.1 +48.2 +475 +46.9 +46.4 +45.9 +455 +45.2 "56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 soft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 "57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 55 ft +52.7 +51.3 +50.3 1 +495 1 +48.9 1 +48.4 +47.9 1 +47.5+47.1 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 1 -52.9 -52.6 60 ft 1 1 1 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 1 +48.4 +48.0 Mean DESIGN PRESSURES (PSF)-ZONE 5 RoofTributa Area Ft Weight 10 15 20 25 30 35 40 1 45 1 50 ENGINEERING -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 0 -15 ft ASCE 7-10, CHAPTER 30 EiCPRESS 4 To �i +40.1 +39.0 +38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 34.4 -52.2 -50.7 -495 48.6 -47.7 -47.0 -46.4 -45.9 16 ft DEERFIELD BEACH, FL 33442 m ..._ _... +40.6 +395 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 � "55.1 -52.9 -51A -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 17 ft WWW.ENGEXP.COM �r 0 Sd Z Fl O F+ +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 -55.7 -53.5 -52.0 -50.8 -49.8 -08.9 -48.2 -47.6 -47.0 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 -56A -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 "57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -08.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 -57.6 -55.3 -53.7 -52.4 514 -49.2 -48.6 21 ft +43.0 +41.9 +41.1X39: ;: ,: +38.5 -58.1 -55.8 -54.2 22 It +43.4 +42.3 +41.5 8 . 9.2 +38.9 -58.7 -56.4 -54.7 - ,�a'j 0.1 -49.5 23 ft +43.8 +42.7 +41.8 , +39.2 "59.2 -56.9 -55.2 -53V 50.0 24 ft +44.2 1 +43.1 +42.2 +41.6 +41. .2 +39.9 +39.6 25 It -59.7 -57.4 -55.7 ,.f� .4 +44.6 +43.4 +42.6 .9 6 9.9 -60.2 -57.8 -56.2 -54 - 1'.4 -50.8 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -S3.8 -51.2 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 1 +41.2 +40.9 +40.6 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 lift +45.7 +44.5 1 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 1 +40.9 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 29 ft +".0 +44.8 +43.9 +43.3 1 +42.7 +42.3 +41.9 +41.5 +41.2 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 1 +43.2 +42.7 1 +42.4 +42.1 64.1 -61.6 -59.8 -58A -573 -56.3 -55.5 -54.7 -54.1 +47.9 +46.6 1 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 1 +42.9 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 40 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 soft +51.6 +50.2 +49.3 1 +48.5 1 +47.9 1 +47.4 1 +47.0 1 +46.6 +461 -70.5 -67.7 -65.8 -641 -63.0 -61.9 -61.0 -60.2 -59.5 55 ft +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 1 +47.1 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 L60 ft It +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WIND VELOCITY =175 MPH MRH S 60' EXPOSURE 'C' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN 1. TABLES ARE INTENDED TOORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE C ... WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL C Fpl2',' THESE TABLES. 2. TABLES VALID `' F,;ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F I#; & APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10" SHA ;j3 0 NEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B A E F HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDE EAIf, 5. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI E OP ING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD Sqq GT a&GEST AREA BETWEEN STRUCTURAL OPENINGS ONLY- R) RAL MULLS. IF THE TRIBUTARY AREA OF AN OPE ITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RO -ESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS SH D, -LISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. B. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd-1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REOUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH 'ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCPI= +/-0. 18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALTTY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CO _ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTE N (i :. E IIIA ND VERIFIED BY THE GOVERNING BUILDING DEP ARTM t#LIY-; NTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE S. THIS SPECIFICA �[.' ERANY PRODUCT APPROVED CERTIFICATION. RE MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE (�i, TION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS . `Y %1CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL M ORDINANCES. 7. NO CERTIFICATII Y OF THE HOST STRUCTURE. S. EXCEPT AS EXPRESSLY P IN. NO ADDITIONAL CERTIFICATIONS OR a= 10% OF PEAK ROOF WHICHEVER IS SMQF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 0 QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF EVE HEIGHT L 1 HEIGHT 5 ® 5 a ® 4 WALL ZONE FIGURES '9 N o REMARKS DRWN CHKD DATE W ISSUE GSS TSB 03/05/12 2010 FLORIDA BUILDING CODE ENGINEERING o � z m E " REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 ASCE 7-10, CHAPTER 30 EiCPRESS 4 To �i N DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, *106 o z MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m ..._ _... THIS DOCUMENT G THE PROPERTY OF FRANK L BENNARDO, PH: (954) 354-0660 FAX: (954) 3540443 o � a -P WRHOUTWRTTIENCONSENTOFFRANKLBEMJARDO,P.E "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER IT AND SHALL NOT BE REPRODUCED K WHOLE OR PARTASCE 7- 10 WWW.ENGEXP.COM �r 0 Sd Z Fl O F+ MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND 1W.. MA= A,mr P.wnu CERT OF Aures gea86 ! m M,AMF MIAMI DADE COUNTY, FLORIDA 1 f� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 2e Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 N (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.uov/oeral PGT Industries, Inc. 1070 Technology Drive North Venice, 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 and accepted by Miami -Dade County PERA Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Seriet 11HR--710" Aluminum Horizontal Sliding Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2811, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING:. Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series 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 revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E-1, &-2 and E 3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. k Adcourrrr LA- NOA No. 11-1114.04 • • 2 $ t� Expiration Date: December 21, 2016 Approval Date: February I6 2012 PP rY Page 1 FGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No.'s 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS I. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20194 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. -FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 2. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842-04 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, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 3. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and -per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 074815.09) 2. Complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on .12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as has Own, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTI, -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-0815.09) Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMJTTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s F11-4858 and FT1, 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No, 11-0630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window - L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceinber 21, 2016 Approval Date: February 16, 2012 E-3 MIAMI, MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 26`h Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590. F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA) wwX-Mlamidaduayberef PGT industries 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 and accepted by Miami-Dade County PERA- Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 "SH--700" Aluminum Single Hung Window - L IVLL APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through I1 of 11, dated 09/OW005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MMSILE IMPACT RATING: 4rge and Small Missile Impact Resistant. LIMITATIONS: Miami-Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series 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 revises NOA No. 114405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1013.14 Expiration Date: March 26, 2016 ,Q 27 11 Approval Date: November 03, 2011 Page 1 GT Indusries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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) Large 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI. -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submilled under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with markedup drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submilled under previous NOA No.07-0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 -101&01) t Ja me D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) 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 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -tip drawings and installation diagram of an aluminum single hung window, with fm fi-ame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA Ne.05-1018.01) C. CALCULATIONS r 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.11-012&03) D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite* PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayer*" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gas co i, P. E. Product Control Section Supervisor NOA No. I1-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E--2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the F.BC -2007 and FBC-2010, dated October 07, 2011 signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FT"723, FTL-4947, FTL-4650, FTL-4948 and FTL,-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P. E. (Nubmidted under previous NOA No. 07-0322.06 and OS -1018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window -- L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 . } GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5116" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 11W ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" 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" 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. 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, 5/16" OR 318" AIR SPACE AND 5/18" 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 3116" ANNEALED (MIN.) GLASS, 511W 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. 1.13/18" LAMI IG: (1) LITE OF 118" OR 3/18" ANNEALED (MIN.) GLASS, 6116" 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 3/16" ANNEALED (MIN.).GLASS, 3/16" OR 1/4" AIR SPACE AND 7118" LAMI 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 IMPAIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3116" 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" LAM) IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3/16" OR 114" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. 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 8 THROUGH 11 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, FTL-4859 AND FTL 5330. ELCO TEXTRON NOA: 040721.01, 03-0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ� 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. E FBC2010 CODE CHANGE www 1070 TECHNOLOGY DRIVE D ADDED IG CAP 70 BE TEMPERED a +30F1'NOTE NOKOMIS. FL 34275 C ADD Fn -5330 TO NOTES 7& CHG. NOTE TO CURRENT EDIT. P.O. Box 1529 DaT. *w NOKOMIS. FL 34274 Yist6b Better J.J. 3123106 GENERAL NOTES HORIZONTAL ROLLER WINDOW, IMPACT HR710 I NTS I l a 11 1 4127-10 1 E 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 .............. 6 ANCHORAGE .................... 8-11 PRODUCT REVISED as complying vAlt the F[odIda Building Code• l U Acceptance No _ __ `♦♦♦V0,� J.YNIH tto. 58705 Y u` w rTj 2POs�o� ���T�'••. PLOR14p'••�0;`�� , Or,E N1 {A` MILL A. LYNN R P.E. P.E.# 58705 53 51 21 ' wt 52 9C 112" NOM. GLASS BITE 60,61,62 mm mm. 5-1V=l=EZ 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 112" NOM. GLASS BITE 66,67,68,69,70,71 55 I I 1 NOM. u GLASS BITE 51 63,64,65 21 ' 59 52 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5116" LAMINATED 5116" OR 318" AIR SPACE 1/8" OR 3116" ANNEALED OR TEMPERED GLASS QD 13116" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 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 7116" LAMINATED 7/16" LAMINATED GLASS (� 50 1/2" NOM. GLASS BITE f 72,73,74,75,76,71 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED 3/16" OR 114" AIRSPACE 1/8" or 3116" ANNEALED OR TEMPERED GLASS QD 13116" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. 10117111 F INO CHANGE THIS SHEET "I Rsvf&WW 6120111 D ADDED Ilii CAP TO BE TEAM 4/16107 + NO CHANGE THIS SHEET FX 0 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1528 NOKOMIS, FL 34274 VWb& Better GLAZING DETAILS ALUM. HORIZONTAL ROLLER awbaAl w. Saab: edema 0 HR710 FUH 1 2 "r 11 IMPACT 492710 1 E PRODUCT' REVISIE3D as complying with tho Florida Auilding 0 Avco tancoNoNo o Dato00, Mani I�atlo Ptod� Cau N` . LYNN No. 587 05 t,-T�w• �,�.' ` PLO SS/ N1Atii !,� A. LYNNMILLER, P.E. P.E.# 68705 TABLE 1. XOX (114,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE GLASS WINDOW HEIGHT WIDTH WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7116" 2$" 36" 383/8101 48" 506/819 54" 60" 63" 84" 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 +60.0 -60.0 96" 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 +58.8 -58.8 +56.2 -56.2 106 3/8" 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 +55.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 1 -60.0 +60.0 1 -60.0 1 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 1 . -54.6 +51.7 -51.7 111" A,B,G,H +60.0 1 -60.0 +60.0 1 -60.0 1 +60.0 1 -60.0 +60.0 -60.0 +60.0 '-60.0 +59.5 1 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111-1 C,I +60.0 -60.0 II UP TO 111"I ". ' I I - J, K, L +75.0 -75.0 TABLE 2. XOX (113,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7116" A'B'C' 26" 36" 38 3/8" 48" G,H,I 54" +60.0 -60.0 TO 86 7116" D, E, F, +75.0 75.0 +75.0 -75.0 J,K,L -75.0 +75.0 -75.0 TABLE 3. CSX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH -GLASS TYPE A. 5/16" LAMI - (1/8" A, .090,118" A) G. 13/16" WINDOW HEIGHT AIR SPACE, 5/16" LAMI - (118"A, .090,1/8"A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) 26" 36" 38 3/8" 48" 60 bl8" 54" 60" 63" 60" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 66" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 1 -75.0 1 +75.0 1 -75.0 +75.0 1 75.0 1 +75.0 1 75.0 +75.0 -75.0 +68.1 68.1 +63.8 -63.8 UP TO 74" C1D,E1F, I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL-4858 (XO)Q, FTL-4859 (OX & XO) AND FTL-5330 r/77 A. 5/16" LAMI - (1/8" A, .090,118" A) G. 13/16" LAMI IG -1/8" OR 3/1 VA (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (118"A, .090,1/8"A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) H. 13/16" LAMI 1G-118" OR 3/16"A (MIN.), 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 (MIN.), 5/16" OR 3/8" AIRSPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) D. 7/16" LAMI - (3116" A. .090, 3/16" A) NOKOlutiS, a4z7s J. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 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" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3116"HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) L 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 114" SPACE, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) ' r/77 NV C t4WE TN5 SHEET DESIGN PRESSURES Rwls/anx 1078 TECHNOLOGY DRIVE JA s12011 D ADDED IG CAP TO BE TEMPERED+3OFT NOT NOKOlutiS, a4z7s T_ ALUM. HORIZONTAL ROLLER WINDOW, IMPACT AK 411W*1 C ADD INTEGRAL FINOPTIONA UPDATEASTME IX"2We P.O. BOX 1528 awbwmw* ft PW. prm,iri,gy p F.K 2/28/013 J.J. pW 3/23/OS NOKOMIS, FL 34274 Visibly Better NTS 3 ���ii27 7 i0 E MA FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. PRODUCT' REVISED as complying with the Florida au0din$ Coda � ,,� Acceptance Nc► _ "" u, C Da Moo Pro ud Gumo .'Q NO -56705 �'p.•�' gTAYE OF ........... P.E.# 58708 27 3/8" r" 110" MAX. WIDTH I.F. FRAME ----11 - 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/41/2-1/4) 33 9/16" MAX. DLO FIXED C 33 9/16" MAX. DLO VENT 57 31W 5" MAX. MAX. DLO ALL DLO ALL FIXED VENTS 62" MAX. LITES I.F. FRAME ° XLL III I CONT G. }•�— 73" MAX. WIDTH I.F. FRAME ---� 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO rf� 63" MAX. FLANGE FRAME ALL CONFIG. 27 3/8" 27 3/8" MAX. DLO MAX. DLO VENT f FIXED x 0 x i•"' 85 7/16" MAX. WIDTH I.F. FRAME $6 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) ro TECWNO FL 34 DRIVE ELEVATIONS NOKOMIS, FL 34275 P.O. B9X 1529 — ALUM. HORIZONTAL ROLLER WINDOW IMPACT NOKOMIS, FL 34274 V61bly Better NTS 4 -w7 t 11h IRM 4127-10 E D D PRODUCT REIVISED as complying with the Florida Building Code Acceptance No Miami bade Product Control"' .. VYNN �r N0.58705 ^oho ; s bF ' ��` j� PL o. Rt, � �''%SSioNaL �,•�. A. L1��IItti?11L�It, P.E. P.E.# 587Q5 INTERIOR MAX. HEIGHT FLANGE FRAME MAX. EXTERIOR SECTION C -C (VERTICAL SECTION, FLANGE FRAME) Revsasy:Defer Rs+�laQa: J.J. 10!17/11 E NO CHANQE THfS SHEET INTERIOR MAX. VENT DLO EXTERIOR INTERIOR 37 32 35 22 ---"i �--- MAX. FIXED DLO —�-� MAX. WIDTH (FLANGE FRAME) 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) �- MAX. FIXED DLO ----I t'-- MAX. VENT DLO ----+• MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) (VERTI INTERIOR SILL . SECTION, I.F. FRAME) 0 TECHNOLOGY DRIVE NOKOMIS. FL 34275 Fdo P.O. BOX 1528 9-3�G NOKOMIS, FL 34274 VIU616y ,apt • EXTERIOR HEAD INTERIOR (VERTICAL SECTION, I.F. FRAME) SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Half jalk 99 70*4127-10 lReEw w 16 13 MAX. VEE f DLO PRODUCT REVLSED as W"lying with dwFlarida Ruildit Coda Acceptance No •* y11li11 LYNN L No. 58705 •� tSTA ,4%•O'• E OF i � ••'••.�COR101''.•'•C9 �� •��/) � JfV14 ��,� A LYNN MILLER, P.E. P.E.# b8705 ,1 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 41 42 43 50 51 52 53 54 55 56 59 60 61 62 63 64 65 F.IG DWGi# REV DESCRIPTION MAT'L PGT# 4102 A FLANGE FRAME HEAD 6063-T6 AL 612237 4025 LAMI (1/8!'A,.090 PVB,11VA SASH STOP STD. ANTI LIFT CLIP 6063-T5 AL 612244 6063-T5 AL 64039B # 8 X 3/4 PH. PAN HEAD B GAZING BEAD - 5/16" W/GRILL KIT 7834AA 4053 4222 A C AZINGBEAD - 7/16" SASH STOP COVER (SASH STOP 6063-T5 AL 985 4136 6063-T5 AL FLANGE FRAME SILL 606376 AL 64136 4137 64067 SILL, ADAPTOR 6063-T6 AL 64137 4131 91 ROLLER TRACK 6063-T6 AL 64131 71298 " 7/16" LAMI 3/16" A,.090 PVB, 3116" A IWEEP HOLE COVER POLYPROP. 71298 1626 1624 SCREEN SPLINE -.135 DIA. FOAM JADHESIVE OPEN CELL FOAM PAD 95 7PAD1626 4002 A JFIANGEFRAMEJAMB 6063-T6 AL 612225 4134 Rovkh s D IGAsKEr FOR MAIN FRAME SILL JOINT ;rw 4/16/07 74134W/K 1155 1#8 X 1.000 gUAD PN. SMS ems: I 781E A 4110 G SCREEN ADAPTOR 6063-T5 AL 64110G 4054 B FIXED MEETING RAIL 6063HD-T6AL 64054A 4066 WSTP.,.187 X.239, FIN SEAL 64066G 4105 1 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 1683 1 WSTP.,.250 X.270 BACK, FIN SEAL 61683G 225-1 IROLLER HOUSING & GUIDE 42112HD 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 4128 HORIZONTAL ROLL ER SASH TOP GUIDE POLYPROP. 44128N 4006 D SASH MEETINGRAIL 6063HS-T6 AL 64006 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G 1096 ISWEEPLATCH DIE-CAST 71096 1016 #8 X.625 PH. FL. SMS 7858 4126 SASH SIDE RAIL 6063-T5 AL 64126 1683 W STP.,.250 X.270 BACK, FIN SEAL 61683G 7070 BULB WEATHERSTRIP .187 X.275 67070K LIFT RAIL COVER CAP 74078"C" L OR R 4139 T.F. FRAME HEAD 6063-T6 AL 64139 4140 1.F. FRAME SILL 6063-T6 AL 64140 4141 I.F. FRAME JAMB 6063-T6 AL 64141 ITEIl4 DWG# REV DESCRIPTION GLAZING SILICONE, DOW 899, 995 ORE UIVALENT GLASS 13/16” LAMI I0 -118"A IN.), 3/ 'AIR SPACF3 5/16" LAMI (1/8"A,.090 PVB,1/8"A 1224 JMNYL GLAZING BEAD BULB (THICK) 68 6TP247W,k 1225 1 VINYL GLAZING BEAD BULB gM0 LAMI (1/8!'A,.090 PVB,11VA 6TP248K 4039 B IGLAZING BEAD - 5116" 6063-T5 AL 64039B 4044 B GAZING BEAD - 5/16" W/GRILL KIT 6063-T5 AL 644703 4222 A C AZINGBEAD - 7/16" 6063-T5 AL 64222 985 C GAZING BEAD - 7/16" W/GRILL KIT 6063-T5 AL 6985 4067 GLAZING BEAD -13/16" 6063-T5 AL 64067 LASS 5116" LAMI 1/8" A,.090 PVB, 1/8" A 90 1014 SCREEN FRAME E03L & VOL)3105-H14 " 5116" LAMI 1/8" A,090 I/8" HS 91 1630 SCREEN CORNER KEYWRINGS " 5116" LAMI 1/8" HS, .090 PVB, 1/r HS 92 1631 SCREIN CORNERKEYW/OUT RINGS " 7/16" LAMI 3/16" A,.090 PVB, 3116" A 93 1073 SCREEN SPRING " 7/16" LAMI 3116" A,.090 PVB, 3/16" HS 94 1624 SCREEN SPLINE -.135 DIA. FOAM " 7/16" LAMI 3/16" HS, .090 PVB, 3/16" HS 95 1635SCREEN SPLINE- .135 DIA. HARD � 10/17/11 Rsrlero„sr E NO CHANGE THIS SHEET CLOTH 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34276 P.O. eqx 1828 NOKOMIS, FL 34274 � &20/11 Rovkh s D ADDED ° 11i "TO GLASS TYPES ;rw 4/16/07 1907 C ADD ITEMS 41, 42 & 43 ems: I ITEIl4 DWG# REV DESCRIPTION MAT'L PGI`# 66 GLASS 13/16” LAMI I0 -118"A IN.), 3/ 'AIR SPACF3 5/16" LAMI (1/8"A,.090 PVB,1/8"A 67 13/16" LAMI 10-1/8"A N. 3/8" AIR SPACE, 5/16" LAMI 1/8"A .090 PVB, 1/8-M 68 " ]3116" LAMI IG -1/8"A MIN. 318" AIR SPACA 5116' LAMI 118"HS, .090 PVB1/v S) 69 13/16" LAMI IG•3/16"A (M1N.), 5116" AIR SPACA 5116" LAMI (1/8!'A,.090 PVB,11VA 70 13/16" LAMIIG-3/16"A (MIN.),5116" AIR SPA 5/16" LAMI (1/8"A,.090 gm 11V 71 13/16" LAMI Ia3/16"A IN. 5/16" AIR SPACE, 5/16" 1AMI (I/8 -HS, .090 PVB,1/8"HS 72 13/16" LAMI IG -1/8"A (MIN.k 1/4" AIR SPACE, 7/16" LAMI 3/16"A, .090 PVI, 3/16"A 73 " 13/16" LAMI IG•Il8"A (MIN.1, 1/4" AIR SPACE, 7/16" LAMI (3116'A,.090 PVB, 3/16"HS 74 " 13/16" LAMI IGI/8"A (MIN.), 11,V AIR SPACE, 7/16" LAMI 3/16"HS, .090 PVB, 3t16 -HS) 75 13/16" LAMI IG3/16"A 3/16" AIRSPACE, 7/16" LAMI 3/16"A, .090 PVA 3116"A 76 13116" LAMI IG3/16"A IN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"HS 77 " 13116" LAMI IG3/16'A IN.), 3116' AIRSPACF4 7/16" 1AMI 3/16"HS, .090PVB, 3/16"HS 90 1014 SCREEN FRAME E03L & VOL)3105-H14 AL 91 1630 SCREEN CORNER KEYWRINGS POLYPROP. 92 1631 SCREIN CORNERKEYW/OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 95 1635SCREEN SPLINE- .135 DIA. HARD EM PVC 96 SCREEN CLOTH Vfttb& ,better .062 S I.F. FRAME HEAD #4139,6063 -TO 7 2.784 .062 1.988 11 I.F. FRAME JAMB #4141,6063-T6 PARTS 3.152 I.F. FRAME SILL #4140,6063-T6 ALUM. HORIZONTAL ROLLER HR710 I NTS 1 6 "► 11 IMPACT 412710 1 E PRODUCT REVISED as complying, with the Florida Building Code AcmIanceNo.. Miami 0 "r ct Goat >wj 1.YNN NO.58705 STAT O� �✓�� %o��S. F�ORIDP.•����� NA11Lii t\\\\ A. LYNNIAVfuER P.E. P.E.# 68705 iR 1. 73 .062 1 73 1. 22 FLANGE FRAME HEAD #4102A, 6063-T6 1 --SI1--*—•062 .490 T—�-+--1.45'1--j SASH STOP #4025, 6063-T5 062 LEF I T1 I I r 3 349-1 BSASH TOP & BOTTOM RAIL #4133, 6063-T5 I .050 .678 1.096--};»----►� 54 GLAZING BEAD, 5/16" #40446,-6083-T5 (USED W/ GRILL KIT) I- o —2.710----1 n FLANGE FRAME SILL #4136,6063-T6 .061 .437 T� 1.48 ,8 HORIZ. ROLLER TRACK #4131, 6063-T6 2 79 -- [ .062 if JR 1 17 --� 1.081 �-*-- 32 SASH MTG. RAIL #4006D, 6063HS-T6 .050 � .678 1.096 T 55 GLAZING BEAD 7/16" #4222A, 6W3 -T5 52 1.187 [-- 3.090 90 FRAME SILL ADAPTER J #4137,6063-T6 —InE— 1.18 .062 �1.403-►••) 17 FIXED MEETING RAIL #4054B,6063HD-T6 37 SASH SIDE RAIL #4126, 6063-T5 06o �J 678 1.115-`�� 56 GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) �1.513--] 1 '040 .738 P.44 SASH STOP COVER #4053, 6063-T5 1-m--2.784 T1 n n 1.363 .os2 13 FLANGE FRAME ,IAMB #4002A, 6063-T6 .050 FL .678 1.096--1 53 GLAZING BEAD, 5/16" #40396, 6063-TF — i .683 nrn I -w .-r-1.097 S GLAZING BEAD, 13/16" #4067, 6063-T5 10/17/11 E NO. CHANGE THIS SHEETiw EXTRUSIONS 80/11ttaNatw�ar 1070 TECHNOLOGY DRIVE"IT80/11 D NO CHANGE THIS SHEET NOKOMIS. FL 34275 ��� ALUM. HORIZONTAL ROLLER 4/16/07 C NO CHANGE THIS SHEET P.O. BOX 1528 ime cJ�otcad Dstx NOKOMIS. FL 34274 Vbiblyr Better � °" 2moe J.r 3/ we I M7710 Half 7 -w 11 IMPACT 4927-90 1 E PRODUCT RBVISED as oompiying with tiro Florida Bnldhsg Code Acre fence No Dato pl Aetiatuil�ade uri Contro /1111111 0,",�. LYNN No. 58705 • STA E Of ' . W -, S/ONAI. E',.�. ��/111111111� A. LYNN MILLER, P.E. P.E.# 58705 ANCHOR QUANTITIES, XOX (114712114) WINDOWS TABLE 4 NOTES. GLASS TYPES A,B,C.G,H,1 GLASS TYPES D,E,F,J,K,L ' 1. ANCHOR TYPES: ANCHOR TYPE 2,3, WOOD 2. CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS (G5) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES m m m co m 2. GLASS TYPES: Q FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE HEAD & SILL g HEAD & SILL HEAD & SILL. � HEAD & SILL � HEAD & SILL � HEAD & SILL � A. 5/16 LAMI - (14'A,.090, 118' A) �, GLASS TYPES G - L SHALL HAVE A W v H -, -� -> > ' B. 5/16" LAMI - (1/8" A,.090,1t8" HS) C. 5/16" LAMI - (1/8" HS,.090,1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 53.125 x 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 1+C2+1+C2+1 2 1+C2+1+C2+1 2 D. 7116" LAMI - {3118" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. 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 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) 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 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F. 7116" LAMI - (3/16" HS,.090, 3/16" HS) G.13/16" LAMI IG -118" OR 3/16" A (MIN.). 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, Ix' A) 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 3 1+C2+1+C2+1 3 H. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.). 5/16" OR 3/8" SPACE, 5/16" LAM) - (118" A,.090,1/8" HS) 60.000 1+C2+1+C2+1 3 i+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. 13!16" LAMI IG -1t8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - {118" HS,.090,1i8" HS) J. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 114" SPACE, 7/16" LAMI - (3116" A,.090, 3/16" A) 63,000 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 3 1+C3+1+C3+1 31 K. 13116" LAMI IG -1/8" OR 3/16" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAM[ - (3/16" A,.090, 3/16" HS) 60.000 x 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 1+C2+1+C2+1 2 1+C2+2+C2+1 2 L. 13/16" LAMI IG -118" OR 3/16" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3116" HS,.090, 3116" HS) 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 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 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 1+C2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 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 3 1+C2+2+C2+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 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 3 1+C3+2+C3+1 3 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 63.000 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 3 1+C3+2+C3+1 3 TABLE KEY- 74.0W x EY•74.0Wx 38.375 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+02+1 2 1+C2+2+C2+1 2 X 0 X 48.000 1+C2+2+C2+1 3 1+C2+1+C2+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 1+C3+4+(+1 3 -■--- ICHOR QUANTITY PER JAMB 50.625 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+G2+2+C2+1 3 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C,2+1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C 3+1 3 A CLUSTER OF (3) ANCHORS CENTERED 60.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+(;2f 2+C2+1 3 1+(3+2+(3+1 3 AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C.3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.000x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C;2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C,2+1 2 (12) ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+2+C2+1 3 1+C;2+2+C2+1 3 1+C2+2+C;2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+q+1 3 (3" MIN. O.C. ANCHOR SPACING) 50.626 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+C2+2+C2+1 3 1+C3+3+C3+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+C2+2+C2+1 3 1+C4+3+C4+1 3 25 3/4" max. ---11---3- MIN. • 60.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 63.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 9" REF. X O X 106.375x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 PRODUCT RX- VISED 48.000 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+1 3MTGRAIL, TYPas complying with OwFlwida . . building Como 50.625 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+C3+3+C 3+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS AcceNo 0 '" 0 i'P 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) 60.000 1+C3+3+C;3+1 3 i+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 Atvw4io DadePioductCa-ft- 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 3 25 3/4" MAX. 111.000 x 38.375 1+C2+3+C2+1 2 P+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1 1 1/2" TYP. .j- I--3- MIN. tttlltlt 48.000' 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+1 3 LYNN 9" REF. `�` SUN•.... ,,. /1>Q ii 50.625 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+C3+3+C3+1 3 1+C3+4+C3+1 3 X O X Q��.•'• t,1GENSF'•.�t�,A ��,,' 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C„4+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 *� • No. 58705 ••' 60.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 MTG. RAIL, TYP. - 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS f�o �• } �, RaWep. VdwR , p '• STATE OF w J.J.olt7lt! NOCHANGE7N183HEE7 1070TEGHNOLOGYDRIVE ANCHORAGESPACING, XOX(114-112-114)Tom w a; E. ROMOM�••' �toRtDP.•''••���` JR. 612W19 D ADDED 1G CAP TO BE TEMPERED +8UFT NOTE. NOKOMIS, FL 34275 row'� SS FK ' 4!16/07 R° C UPDATE TABLE,, SELECT VALUES DUE TO ANCHOR CAP. ADJ. P.O. eqx 1528 -- ALUM. HORIZONTAL ROLLER WINDOW, IMPACT /'/� ZONALri1I t t t t� a we80 X NOKOMIS, FL 34274 Vwb& ,agt � � �" A. LYNN MILLER, P.E, F.KG 2!28/06 J..1. 3123106 HR790 NTS 8 71 4127-10 E P.E.# 58705 ANCHOR QUANTITIES XOX 113-113-1/3 WINDOWS TABLE 5 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) m m m m m m 2. GLASS TYPES: p WINDOW SIZE HEAD & SILL HEAD'& SILL HEAD & SILL HEAD & SILL HEAD & SILL j HEAD & SILL A. 5/16" LAMI - (1/8" A,.090,1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W v H " ti '71 B. 5/1W LAMI - (1/8" A,.090, 1/8" HS) FT, GLASS TYPES G - L SHALL HAVE A 48.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 1 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 C. 5/16" LAMI - (118" HS,.090,1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D. 7/16" LAMI - (3/16"A,.090, 3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. 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 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E. 7/16- LAMI - (3116- A,.090, 3116" HS) F. 7116 LAMI - (3/16 HS,.080, 3116 HS) 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 3 1+C2+1+C2+1 3 G. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (118" A,.090,1/8" A) 60.000 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 3 1+C2+1+C2+1 3 H. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) 63.000 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 3 1+C3+1+C3+1 3 I. 13116" LAMI IG -11W OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090,1/8" HS) J.13116" LAMI IG -1/8" OR 3/1W A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI (3/16" A,.090, 3/16" A) 53.125 x 38.375 1+C2+1+C2+1 211+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+C2+1 21 K. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 31 L. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 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 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 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 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.000 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 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1 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+C3+1+C3+1 3 HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 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 1+C2+1+C2+1 2 11+C2+1+C2+1 21 25 3/4" MAX. FROM CORNERS 48.000 1+C2+1+C2+1 3 i+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 JAMBS: 9" MAX. FROM CORNERS AND 22112" MAX. O.C. TABLE KEY: 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 1+C2+1+C2+1 '3 1+C2+1+C2+1 31 X O X 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 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 -ANCHOR QUANTITY PER JAMB 60.000 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 3 1+C3+1+C3+1 3 63.000 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+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 65.000 x 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 1+C2+1+C2+1 2 1+C2+1+C2+1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (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 3 11+C2+1+C2+1 3 1+C2+1+C2+1 31 ANCHOR AT EACH OPERABLE VENT 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 1 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PLUS (1) ANCHORS AT FIXED SECTION. 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 3 1+C3+1+C3+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.000 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+C2+1+C2+1 3 1+C3+1+C3+1 3 (3" MIN. O.C. ANCHOR SPACING) 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+C2+1+C2+1 3 1+C3+1+C3+1 3 74.000 x 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 1+C2+1+C2+1 2 1+C2+1+C2+1 21 314" MAX. 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 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 --•j ---3" MIN. 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 1+C2+1+C2+1 3 1+C3+1+C3+1 3 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 3 1+C3+1+C3+1 3 9" REF O X 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 1+C2+1+C2+1 3 1+C3+1+C3+1 3T-t- PRODUCT REVISED 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+C2+1+C2+1 3 1 1+C3+1+C3+1 31 us con*yh*with ft 1110fida 84.000 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 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 MTG. RAIL, TYP.T %bmww Cdo 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 3 1+C2+1+C2+1 3 i+C3+1+C3+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS No ��� 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 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) " 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C;3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 pr�i ct ntra 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 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 rT25 3/4" MAX. 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 31 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 1 1/2" TYP. I+-3" MIN. �ttllit/� 85.437x38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 N� LYIN 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 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 8" REF. X O X1.ICENSF • �(�� 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 1+C2+1+C2+1 3 1+C3+1+C3+1 3 No. 58705 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+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 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 MTG. RAIL, 7YP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS *'�-'-^;� 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+114 1+C3+4+q+1 3 1+C4+1+C4+1 4 ?STAJIiE#F JDOW J. 70117/11 a NO CHANGE TM SHEET1070 TECHNOLOGYOffa ANCHORAGE SPACING, XOX 913-9139/3 %�O•,•'�1 j�� �' coR1oP.••' ♦ �• Alt 8120177 D ADDED IG CAP TO BE TEMPERED +30FT NOTE NOKOMIS. FL 34275 '"� %SS�ONAt- 4c; F.K. AgWA' ME- M15I0i c UPDA7E TABLE s, SELECT VAtUES DUE ro ANCHOR ADJ. P.O. sox 162a -- A HORIZONTL ROLLER Wiffaussmism�NDOW, IMPACT /r i t lui o oow Meobd �� NOKOMIS. FL 34274 Yislbly BeueY NR710 jsvAmxfTSjo790 ? 9 4927-?0 III A. LYNN M ELLE 6, P.E. F.IG ?✓28/06 J. J... 3/2 ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREWS (G5) 2 GLASS TYPES: A. 5/16" LAMI - (IN A,.090, IN A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5/16" LAMI - (1/8"A,.090, IN HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/16" LAMI - (1/$" HS,.090, IN HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/16" LAMI - (3116" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16" LAMI - (3116" A,.090, 3/16" HS) F. 7/1W LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5116" OR 3/8" SPACE, 511W LAMI - (1/8" A,A90, Iff A) H. 13116" LAM[ IG -1/8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAMI - (1/8" A,.090, IN HS) I. 13/16" LAMI IG -1/8" OR 311&'A (MIN.), 5/16" OR 3/8" SPACE, 5/16' LAMI - (118" HS,.090,1/8" HS) J. 13/16" LAMI IG -118" OR 3/16" A (MIN.), 3/16' OR 1/4" SPACE, 7/16" LAM[ - (3116" A,.090, 3/16' A) K. 13/1W LAMI IG -1/8" OR 3/1&'A (MIN.), 3/1W OR 1W SPACE, 7/1W LAMI - (3/19'A,.090, 311W HS) L. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/1W LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 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. 18 314" MAX. FROM CORNERS. .IAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: O X 2+C3+2 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES NCHORS A CLUSTER OF (HR ME 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) 8 3/4" MAX. j -H F--3" MIN. Ir REF._ X O PRODUCTREVISED MTG. RAJL as couvlyiugwiththaplodh !Building Code EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Acceptance No 'XIA (SHOWN IN TABLE KEY ABOVE)" date tviiaenil�adePcO ucc utroay 18 314" MAX. 9 1/2" TYP. i---3" MIN. t+ ti i+ r► \��` N�( LYNN ,J,j� ��i,� 9 REF. X 0 ti�� ,��. 0. -' v%r ElvsF ,1���',: = No. 58705 •' MTG. RAIL '. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS �/, l� � ANCHORAGE SPACING, 4X AND XO WINDOWS �� '�` srA F '.• `'tc�; �i LORtDP. •'' G� ' ........ .•. ONAL HORIZONTAL ROLLER iN NDOW, IMPACT ,, ► r ►!� l i ``--t t `� Beater° A. LYNN MILL[i, P.E. HR7?0 NTS it7 9 t 41�2T-??O IRW P.E.# 68705 ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H r = otS C* ' N Z og m o :Jm g = 06 g � o y a'S m g � y = 06 m 2 ' N = o$ m ., 37.000 x 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+C2+11 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+102+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 48.000 x 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+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+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 1+C3+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 1+C3+1 3 1+C2+1 3 1+C3+1 3 53.125 x 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+112 1+C2+1 2 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 1+C3+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 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 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 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+103+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 74.000x38.375 48.000 50.625 54.000 60.000 63.000 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+C4+2 5 0/'7111 R NOCHANQE TH►s � 1070 TECHNOLOt3Y NOKOMIS, P.O. BOX NOKOMIS. FL 34275 1629 FL 34274 QRIVE lc3TALUM. JJi c;w 612MI D ADDED /G CAP TO BE TEMPERED +30FT NOTE. F.K. 41!6107 C OHO rABLE# TOO. SELECT VALUES DUCE TO ANCHOR CAP. ADJ Vt4t$fy p Bi" F.K. 2/28105 J.J. pg 3123105 MIN. 3.4 KSI 1 3/4" MIN. E.D. TYP. CONCRETE o a e; o •:� NOTE 1 1x WOOD a BUCK, NOTE 3 1/4" MAX. SHIM 2x WOOD BUCK, NOTE 3 CONCRETE J WOOD ANCHOR, ANCHOR, NOTE 1 DETAIL A NOTE 2 1 `i/$" IN. DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS 1 /4" MAX. SHIM 13/8" MIN. WOOD ANCHOR, NOTE 2 2x WOOD BUCK, NOTE 3 -J DETAIL E CONCRETE ANCHOR, NOTE 1 MIN. 3.4 KSI CONCRETE 1/4" MAX. SHIM —1 CONCRETE ANCHOR, NOTE 1 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 3/8" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 13/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13W% FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 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 11/2' 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 ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER —1 114" MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. (1.5 KSI CMU) o OR PER NOTE 1 (3.4 KSI CONCRETE) 01 13140 EXTERIOR INTERIOR • a MIN. E.D (HEA & SILL DETAILS A, B, C, D, & H) TYP. 1x WOOD BUCK, NOTE 3 J DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS DETAIL C 1/4" MAX. •- - SHIM T e ,'NOTE 1 2x WOOD BUCK, NOTE 3 SEE NAILIN( _T INTERIOR (JAMB DETAILS E, F & 1) EXTERIOR lu WOOD ANCHOR, NOTE 2 TYPICAL FLANGE FRAME SILL SECTIONS J.J. 1 90/17!99 1 E C 2=106 THIS SHEET SEE NAILING 0 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS ANCHORAGE DETAILS wft--. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better 8 loft somx en»r Dm*ft N ftm HR710 Half ll a 99 1 4927-90 E PRODUC R6VISRD as eomplyulg with the nod& ftiiding Codo Acseptaace No Fi 0n sy Miami a Product Contr 111t111/� ♦�� �{ LYN/U * ' No. 58705 ' STA E F s CONAL 1"F A. LYNNItt LER, P.E. P.E.# 58705 Q GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/18" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 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. C. 5/16" LAME CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXlKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAM[ 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 OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. 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. 13/18" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 6/16" 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" TEMPERED GLASS, AN AIR SPACE AND 516" 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. 1.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEWEEPSAFE MAXIMUM PVB INTERLAYER. J.13/16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIRSPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/1W ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L.13i16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN 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. ®M.13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI.CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) Q3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. 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 8 THROUGH 11 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-4645, FTL-4646, FTL-4647, FTL-4548, FTL-4649, FTL-4650, FTL-4651, FTL-0723, FTL-4957, FTL-49M AND FTL-5063. ANSI/AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY , HURRICANE ZONE (HVHZ} D 12010 FDO UPDATE I J.R. 1 041+01/11 1 C IOHANGED OAP GLASS TYPE TO TEMPERED FROM HS I 91/13/03 1 B NOKOMTECHNOLOGYS.FL4276 r t`IOKOMI$, FL 34278 P.O. BQX 1629 cmTv,—i NOKOMI% FL 34274 Vkdb& Betted• NOTES ALUM. SINGLE HUNG WINDOW, IMPACT kemmoft s sr,�e arrnro s NTS 14040-20 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 .............. 7 ANCHORAGE .................... 8-11 PRODUCT RSVLSLD = eampl*g with tie Fimids Balding Code Ammnfhm,�Atn II I. 11 t1111iflli,. 4�I14N— hso . �`G�i•1SE, • * ,moi N "0-0lO to (� �i �Q� ' • FLO' • ,�Ssr;: ONP���, A. L1rf�141MLLi, P.E. Q FL P.E.# 58705 I 41 37 30.81 or 8: 70 112" NOM. GLASS BITE 4 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5116" NOM. 5/16" LAMINATED GLASS 1.1. 10/07/11 tats 04/07/77 J.R.RIG 77/13/08 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI CHANGES TMS SHEET JJ 1 2/r2/o7 CAP GLASS TYPE TO TEMPERED FROM 8/1BLAMI DM. BITE 1 Em 0 39,90 or 91 ;NGTHENED GLASS INTERLAYER iNGTHENED GLASS .GLASS & LAMI /G NOTE 70 3M. SITE Q NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. 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 SITE 4 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 11W TEMPERED GLASS© 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI I TECHNOLOGY DPM _GLAZING DETAILS NOKo�us, 33276 0 ALUkwwaftM. SINGLE HUNG WINDOW IMPACT _ P.O. gqx I6�=4c;T— NONOMIS, FL 34274 Vwb& Bauer SH7oi, 174111,2 a 71 "awe 4040-20 D PRODUCT REVISED as comidyin with the FMiidu Building Codd Acwptmtco No 4tirirl se 5gg05 �_ Q 010 �! ' cu _ OA,�SLOR�Dp'��: .� ON��;��` A. MUMILUW P.E. FL P.E.# 58705 ■ STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ,® BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HFJGHT WIDTH GLASS TYPE 393180 44•' 80 618" 63" 72'• 74" TABLE 2. 76" III FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION A A,S.M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 TABLE 1. +70.0 ' +70.0 70.0. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 79.9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 82'• A►�. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -70.9 +70.0 WINDOW HEIGHT +68.8 -88.8 +67.6 -67.8 63118" nO" f +80.0 .80.0 WIDTH GLASS TYPE 83" ` 66" 88" 70" i2" 74" 76" MEETING RAIL 48"''< A.D.M +80.0 -80.0 +80.0 -80.0 +80.0 -SOA +80.0 -$0.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 1 S H 60" A,9,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 79.0 2" A. ,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 77.3 +76.9 .75.9 831/8" A.9,M +80.0 -80.0 +80.0 -80.0 +79.8 -79.8 +78.2 -78.2 +76.9 -76.9 +75.4 75.4 +74.0 -74.0 UP TO 831!8" C.DAY tk.H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -84.Q +$0.0 -80.Q +80.0 -80.0 +80.0 -80.0 1 +80.0 1 -80.0 ■ STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ,® BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HFJGHT WIDTH GLASS TYPE 393180 44•' 80 618" 63" 72'• 74" TABLE 2. 76" 48" A,S.M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 70.0 +70.0 70.0. $0" A,B.M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 79.9 +70.0 -70.0 +70.0 70.0 +70.0 -70.0 82'• A►�. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -70.9 +70.0 -70.0 +68.8 -88.8 +67.6 -67.8 63118" A,13.M +80.0 -80.0 +80.0 .80.0 +80.0 .80.0 +78.0 -76.0 +$8.0 -88.0 +68.7 .88.7 +65.6 -65.5 UP T4 63118" C.D.1~,F',G,H.I.J.K,L +80.0 -80.0 I +80.0 I -80.0 +80.0 I -80.0 1 +80.0 -80.4 1 +79.0 1 7Q.0 1 +70.0 70.0 +70.0 -70.0 (ICUSTOM VIEW & RADIUS TOP BASED ON FLANGED WINDOV WIDTH I GLASS TYPE 17118'• 1 221 63118" _ D.E.F,J.K.L +80.0 1 -80.0 1 +80.0 A. 6/18" LAMI - (1/8"A,.090►118"A) S. 6116" LAMI - (1/8"A,.090,1/8"HS) C. 6116" LAMI - (1/S"HS,.090,1/8"HS) D. 7/16" LAMI - (3/18"A,.090. 3/16"A) E. 711$" LAMI - (3116"A,.090, 3/16 -HS) F. 7/16" LAMI - (3/16"HS..090.3116"HS) WI HIGH SILL OPTION (MAX. WINDOW HT. WI BASH a 28 3118" 1 33 314" 1 39 31116" 1 441 +80.0 1 -80.0 1 +80.0 1 -80.0 1 +70.0 1 70.0 1 +70.0 FTL-4047.4640 FTL4647, 4649 FTL4647, 4848 FTL-4645, 4886 FTL-4646 FTL-4845 4957 "On HT. MEETING nxn �H TABLE 3. W HT. AND 76" INTEGRAL PIN) no" MINUS 60 318" 1 8618118" SASH +70.0 1 70.0 1 +70.0 1 70.0 HT. HT. MEETING RAIL 4 TABLE 4. "X" SA H @. 13118" LAMI IG -1/8" T. Alli SPACE, 511W LAMI - (1/8"A..090,1/8"A) FTL-4848, 4723 H. 13/16" LAMI 10 -1/8" T, AIR SPACE, 6/18" LAMI - (1/9"A490,1/8"1-18) FTL-4648 1. 13118" LAMI IG -1/8" T, AIR SPACE, 6J18" LAM[ - (1/8"HS,.090,1/8"HS) FTL4846 J. 13/16" I AMI IG -118" T, AIR SPACE, 7/1W LAMI - (3116"A,.090, 3(18"A) FTL.4649, 4850 K. 13/16" LAMI 10 -1/8" T. AIR SPACE, 7/18" LAMI- (3116"A..090,3116"H$) F7L-4649, 4660, 4968 L. 13/18" LAMI IG -1/8" T, AIR SPACE, 7/16" LAMI - (3118"H8490, 3/18"1-18) FTL-4849, 4860 .sa M. 13116" LAMI IG -118"A, AIR SPACE, 6/16" LAMI - (118"A,.080, IMN& F7L-6083 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" MINIMUM TO 3t3" MAXIMUM. & jbw8J44' . 1004/11 n NO CHANSES rtes stl�r DESIGN PRESSURES now ME ,070TECH{,IQI. L 34 aY -t' AR. Q4>a1>71 C CJFI/WQFin GAP OLASB TYPE TO TEMPERED FROM EI3 Nt31(OMta, F� s4xra T1°" INQw. No .F.K if/t�08 8 n taoRN,4T Ann . u t srnros �.o nqx laze --- ALUM. SINGLE HUNG WINDOW, lMPA07 ft 0=000ame■ owe: NOtWMtB, FL 34274 Vbibb Better NTSloom 3 « i f 4U4t1•� F.K 9PllDS J.J. 2/2$/01 MUCT itE SED Florida complyingwill, the silding Codc w&D `� No , tttll�� o�,I �YNN.MI��F�'�,� * ; Ho. yg705 * LU-- .61 U- ST '�i,',S$IONA�;GV� A. &4fI'�IJNKit'A, P.E. D FL P.E.# 58705 0 0 SEE DLO TABLE SEE DLO TABLE �I SEE DLO TABLE SEE DLO TABLE 49 5/8" MAX. FIXED DLO (ALL) o // 481/4" MAX. /ENT DLO (ALL) DETAIL A 1 /1 531/8" MAX. FLANGED WIDTH • 521/8" MAX. I.F. WIDTH 75' AX. I.F. A D -J HEI HT SEE DLO A I TABLE 76" MAX. FLANGED 38 /16" HEIGHT MAX. SASH SEE DLO HEI HT TABLE B -.i t DETAIL D VIEW (CUSTOM SASH) 75" MAX. I I.F. HIGH SILL 1 HEIGHT rFLAN O 415/8" 76" A C 41 1/4" 76" A D x � FLAN E 521/4" HEI SASH DETAIL LOW SILL X j I SASH 341/2" 343/160 HEIGHT 27 7/16" 271 /8" B -.i t DETAIL D VIEW (CUSTOM SASH) DETAIL B VIEW (STANDARD SASH) SEE DLO IAX. TABLE O SED I iHT SEE DLO TABLE 1�II X E -- II 76" MAX. I.F. SEE DLO C -� HEIGHT 0TABLE _ / A AX. 76" MAX. 3ED FLANGED BHT L HEIGHT I 75" MAX. I.F. E --j HEI HT A 76" MAX. FLANGED 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. J.J. 1 10107111 1 D JA 04101/11 C t FX 11113/08 8 SEE DLO 1111 X r jj�j NOTE 4 SIE TABLE DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING 7G' MAX. A I.F. HIGH SILL A HEIT rFLAN B 415/8" 76" A C 41 1/4" HEI D x � SEE NO E 4 E 521/4" DETAIL B VIEW (STANDARD SASH) SEE DLO IAX. TABLE O SED I iHT SEE DLO TABLE 1�II X E -- II 76" MAX. I.F. SEE DLO C -� HEIGHT 0TABLE _ / A AX. 76" MAX. 3ED FLANGED BHT L HEIGHT I 75" MAX. I.F. E --j HEI HT A 76" MAX. FLANGED 20" SASH HEIGHT DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. J.J. 1 10107111 1 D JA 04101/11 C t FX 11113/08 8 SEE DLO 1111 X r jj�j NOTE 4 SIE TABLE DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/16" B 415/8" 411/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11 /16" E 521/4" 525/16, SASH DETAIL LOW SILL HIGH SILL A 341/2" 343/160 B 27 7/16" 271 /8" C 27 7/16" 271/8" D 16 3/8" 15 3/4" E 163/8" 15 3/4" TABLE 5. G~ES THIS SHEET ELEVATIONS 11171) OKOMIS, FL 4 ORIVE r4ciT—ALUM.CHAN+OES THIS SHEET NOKOMIS, FL 34276 ms:1NTEQRAL Fdv I.F. VERSION CHO. NOTE 3. ADD Nl?TE4. po. SQX 4B�A SINGLE HUNG WINDOW, IMPACT ' NOKOMIS, FL 34274 . Yfsibly Betxet sir SWC MWet Vm tepNe tier. 607 SH70 NTS 4 0,11 11 4040-20 D .ODUCT REVISED complying with the Florida d1ding Code 'ceptonco No �� • tQ �llllll N. M/t�� 87fl5 11a. 5 r �'�1 •'.� STAT OF .'• PLORN �'';/SSIONA&- A. LYUrlI h1NILLK P.E. FL P.E.# 58706 HEIGHT 1- 2.7W NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. 26 27 NOTE: BALANCE PARTS USED (D� INSIDE INSIDE MAX. VENT DAYLIGHT OPENING ® BASED ON SASH WEIGHT 31 9,10,11,15,16 MAX Jim FIXED 2.710" LITE 7,8 OR 17 DAYLIGHT 25 OPENING OUTSIDE � 25 MAX. FIXED LITE DAYLIGHT OPENING ---1 MAX. WIDTH SECTION A A 6 OUTSIDE /` _ INTEGRAL FIN Q.F.) FRAME SECTIONS ® INSIDE HEAD JAMB OUTSIDE 68 2.710" &.F. FRAME n 53 I I LPRODUCT REVISED —� OUTSIDE I i I gicivith the PI OUTSIDE (LOW SILL) SEE NOTE ABOVE I ONLY SECTION C -C SECTION B -B ALTERNATE HIGH SILL RADIUS TOP (LOW SILL SHOWN) (HEAD DETAIL -FLANGED VERSION) 10107/11 0 NO CHANGES ?HIS SHEET 1070OKOM olOo►r or°ve o SECTIONS 04/01/11 C NO CHANGES THIS SHEET NOKOMIB. FL 34278 UGT� ALUM. SINGLE HUNG WINDOW, IMPACT 11/13/08 B ADD LF. SECTIONS & CONSOLIDATE BAL COMPONENTS P.O. BQX 1829sarown NOXONS. FL 34274 Mib�(y $safer smo 0900 soeee Haff 1 5 of 11 404020 D [a 8/1/03 r.J. wwr 4YNN 41144, Qom: `' •. �c ;. .58745 srpvrrOF 10 SSIONP&,! A. LykA m Lllikl�,►P.E. FL P.E.# 58706 110M DWQ# DE8CRIPTION OT# 1 4-' AFLAKE FRAME HEAD 012225 ...� 2 1155 L#8 X 1.000 QUAD PN. SMS :I 781PQA I'; 6 4025 SASH STOP (EGRESS)1.126 LONG 612244 9 4029 SPIRAL BALANCE, 318", 618", OR 11116" 80 . 10 1080 CE COVER 3/8" OR 618" 66AL•CVR918 11 83 # X .764 PH..PN. SMS 7034M 12 85 ,BALANCE SC? WWAACKET 70AL KT 13 1086110 SASH TOP GUUOS - 42504 15 89 !#8 X 1 PHILLIPS FLAT HEAD S. STL 70X1 FPAX 18 1080-1 BALANCB COWIA,11/16" 66AL.CVR870 17 4363 SASHTC COVER 04053 18 4029-1 SASH BRACK , t 7ULBRKT 19 #8.32 X IM"LO. PH. FH. TYPE F S. STL 783 X12FPFX 21 40540 I ED ME . INO RAIL 64054C 25 40000 SASH TOP RAIL 64006 25----1236 W$TP.,.1 4 x ,2 a K, FIN SEN. 67$180 20 1098 SWEEP LA5t'CH 71096 27 1416 #8 X . $ H.1:1.. SAAB 7868 28 4007 S H RAIL (LOW SILL) $1436 30 1226 ymp., PoLD VINYL 0 31 4008 $ASH $100 RAIL 012231 114-1288 SASH AN f;3tll E 49601 35 1622 ym pwoo FLOCK 3132" X 26184" X 1" 71022K .36 1052 LAMA IG SMNG BLOCK 1"X 3/4"X 1116" 71062K 37 1224 VINYL LAL BULB ICK) Of RU W,K 38 12.25 VINYL. 5M. BEAD BULB (THIN) $T 02,48K 41 403OF GLAZING DEAD. 6/18 LAM. GLASS. 640398 42 4 446 OWING $ 5118 LAMA WIGRILL KIT 644763 44 4222A GLAZING 116" $4222 45 ! 985C GLAZING BM, 7116" LAMA W/GRILL KIT 8986 46 4087 (GLAZING BEN), 13/1$" LANG I.Q. 64087 47 407 f V 011", I.P. HII=AD 84071 48 4072A FRAME, I.F. . L SILL 64072 49 4073A FRAMIE, LF. HIGH SILL 64073 50 40746 FRAME, I.F. MW 84074 t32 4009 SILL LATCH (It~GR SS (LOW {SILL) 784009 63 1088 SPRING, SILL. LATCH (EGRESS) 7$PRNG 84 21'40 WEL LATC q S$ HIGH SILL) 82740 55 1014 SCREEN F (HOR. 8 VER.) 61014 66 1630 REEN CORNER KE1/W/RINGS 71830 67 1831 (SCREEN CORNER. KEY W/OUT RINGS 71831 58 1073 (SCREEN SPRING 7CASP 59 1624 ISCREEN SPLINE -.135 DIA FOAM 8104K 68 THIS SHEET CAP CLAW TYP ITI71N II' OWQ# I MCRIPTION 60 1635 SCREFEN SPLINE - .135 Wk HARD 61636K 61 SCREEN CLOTH 61816 63 505 ©LAZING. CHANNEL (00$ X.600) 6533402 84 1161 06 X 1.000 PH. BUGLE TEK 708X1 I 2.78A-----* 1 .08 047 FRAME, I.F. HEAD © #4071A, 6063-T8 48 FRAME I.F. LOW SILL ® #4072A, 6063-T6 l L.084 NOM THICKNESS FRAME, I.F. JAMB ®49� FRAME, I.F. HIQ SILL #40746, 6063-T6 #4073A, 8083-T6 (USED AS RADIUS TOP HEAD) NOKOM186 alt. 34M ® -1 P.O. W Tie NOKOMIS, Ill. 34V4 VWb& Better emma I NTS 1 6 a 11 I 40400.20 64060 PRODUCE REVISED as compiyius with die I+Mrida Buildkw Code Acceptance No t .. tib: •'��G N° 6* W r to toy F •Z� OpQ: ��& .....• 'P� . ` 0, A. ��� A. LYNN mue-P2, P.E. FL P.E.# 58705 88 4051A 18ASHBOTTOM RAI 69 4050A IFLANGE FRAME SILL 70 1 ISILICONE, DOW W 80 . A 0LA'36, 51.16" LAMA. (118"A.01 01 F—CLASS, 5116" LAK 1t8"A,.OI 82 C, GLASS, 6/16" LAW 118"HSr 83 D. GLASS, 7`118" LANA, (118"A,.01 84 E. GLASS, 7118" LMA (118"A.01 85 F. GLASS, 7118" LANA, (1/8"I-18,.1 08 4. GLASS, 13/16" LAM K3;118"1 87 H. MMS, 13116" (G;1/8" I 88 1. GLASS, 13/18" LAMA IG, 118" T, 89 J. ".8,13116" LAM 10;1 /8"T 90 K. GEM, 13116" 91 IL. 6LA4S.13/10" LANA IG: 1/8-T 2.78A-----* 1 .08 047 FRAME, I.F. HEAD © #4071A, 6063-T8 48 FRAME I.F. LOW SILL ® #4072A, 6063-T6 l L.084 NOM THICKNESS FRAME, I.F. JAMB ®49� FRAME, I.F. HIQ SILL #40746, 6063-T6 #4073A, 8083-T6 (USED AS RADIUS TOP HEAD) NOKOM186 alt. 34M ® -1 P.O. W Tie NOKOMIS, Ill. 34V4 VWb& Better emma I NTS 1 6 a 11 I 40400.20 64060 PRODUCE REVISED as compiyius with die I+Mrida Buildkw Code Acceptance No t .. tib: •'��G N° 6* W r to toy F •Z� OpQ: ��& .....• 'P� . ` 0, A. ��� A. LYNN mue-P2, P.E. FL P.E.# 58705 I•�--2.784 TA A ---n 1.363 1.062 n FLANGE FRAME HEAD ��....JJ #4002A, 606346 .062 Ll FLANGE FRAME JAMB #4004,6063-T5 (USED AS RADIUS TOP HEAD) -1 1.342 �ff .062 � . A2.155 i- 2.784---I 2.330 FLANGE FRAME SILL (LOW) #4003C, 6063-T6 .062 I .490 -1.451 - F OSASH STOP #4026,6083-T6 I+---2.279 21 FIXED MEETING RAIL23 SASH TOP RAIL #4054A, 6063HD-T6 #4006C, 6063HS-T6 I �---2.784 -. 68 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 J.J. 1 90/07/11 1 D CHANGES THIS SHEET NO CHANGES .062 �-1.513-+j .738 .040 17 SASH STOP COVER #4053,6063-T5 28 SASH BOTTOM RAIL (LOW) #4007, 6063-T5 2.326-� 2.638 68 SASH BOTTOM RAIL (HIGH) #4051A, 6063-T5 1070 TECHNOLOGY DRNE NOKOMIS, FL 34276 LF. P.O. SQX 7629 NOKOMIS, Fl. 34274 ® I.F. FRAME 1 or 47 >TC2 II 6or50 6or50 SEALANT OR GASKET AT HEAD AND SILL SEALANT ALONG ENTIRE JOINT I.F. FRAME A II VIEW D -D VIEW E -E (1/1 & VIEW HEAD 8 SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) - - FRAME CORNER CONSTRUCTION .060 --� 1.165 I -y- .678 1.096 -1-- . 1 .0-62 1•9 _GLAZING BEAD, 5/16" a #4039B, 6063-T5 31 SASH SIDE RAIL #4008,6063 -TS .050 � .678 1.096-E---� T 44 GLAZING BEAD 7/16" #4222,6063-T5 .050 - - V === .678 1.115--I' M ► 45 GLAZING BEAD,. 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) Visibly Better I ALUM. .050 .678 1.096-11 if 42 GLAZING BEAD, 5/16" #40448, 6063-T5 (USED W/ GRILL KIT) .683.. �� n_5n -II- --1=� 1.097 46 GLAZING BEAD, 13/16" IG #40157,606345 & FRAME UL�L`� Half 1 7 or 11 IMPACT 4040-20 1 D WELD ALONG SCREW BOSS (2) PRODUCTAEVISBD as complying with the Florida Building Codo � to Acceptanco Alo r 1ltltill %,YNIV• Mq "/ aNsz 706 LUZ op warc- 01: IFLOj%\Ol`---' 4`� �SSiONA ! A. LY/14iMILU!k, P.E. FL P.E.# 58706 ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: FOR 411 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58A03 64.603 76.000 o M0N8 CU U Z" U p v O 0 Z�`Z Ui C) O ZM� Z OOc\ ZMGZ G 'Oc cot 0CNI Z Ir- ZM�"Z�ZMG 0 i 0 O U O� oZ�Z NvZ O U vZWINDOW 0 U WIDTH GLA TYPE C,D,E,F,G, H,I,J,K,L 1 ^1 21 _1 1 1_ 1 1 1 121 1 11 1 2221 _1_ 1 222222222222222222222222322-33 1 _1 1 _1 _1 1 1-21R-i[� 1 1 1 _9_ 1 1_ 1 1 119.125 A,B,M - 1� �1 ` 1 _1 1 1 1 1-'1� 1� 1 1 1� 1 1211111211122211�]2 --1- -1, 22222222222222222222222222232233 --i- µ C,D,E,F,G, 24.000 H,I,J,K,L 1 21 1 1 212121 2221 222222222222232222232223332233 1 _-1 1_ 1� 1 1 1 • 2 3 2 1 1 1 2 1 2 � 1 2 1 2 ^1 2 2 - 1 2 2 _1 2 2 2 2 2 �1` 2 2 -1� 2 2 2 22 - 2'213 1'-2- 2 2 2 2 32 21 3 3 2 23 �1T3 C,D,E,F,G, 11 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32 000 H,IAK,L 1 -2-1-112 2 2 123- 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 _1 2 3 2 3 2 2 _1 2 3 3 3 2 2 3 3 3 4 3 2 3 3 j[4:. -?j-3 44 A,B,Mr22 122 2 2 3 12222 31 2 2 3 2 3222 3 2 3222 33 32 233 3 432 3 33 43344 C,D,E,F,G, 1 1 1 1 2 1 2 1 2 2 1 2 2 2 2 1 2 2 1 2 37 0 H,I,J,K,L 1 2 _1 2 2 2 3 1-2 2 3 2 3 2 2 _1 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 _1 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 A,B,M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2' 2 1 2 2 1 2 2 1 2 212- 1 2 2 2 -2T31-11-2 2 3 23 D2:2 2 3 -2T13-212 2 3 2 3 2 3 2 3 3 4 2 3 3L3 3 F4 -3T3 3 F4 3 L5 3 L3 -414: PSF 79 40.000 C,D,E,F,G, H,I,J,K,L 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 221 222232223232223232323242333342334353334453344 _2 _2 A,B,M 2 2 2 -2T2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2T2 1 2 2 3 2 2 2 3 2 3 T2-2, 2 3 -2T3.-2F3.-2F3 2 4 2 3 3 3 341-2731 3 4 3 51-35'. 3 4 4 5.3 3 4 4 PSF 79 44.000 C,D,E,F,G, H,I,J,K,L222222232223232233242333342333342334353334453445 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 212 2 32 2 2 3 2 3 2 2 3 3 -2-14,2T-3, 3 3 73 -4,2333 -3 -F4] -2T3, -3T4 3 5 3 3,-3-F4 4 5 3 4 4 5 PSF 79 79 48.000 C,D,E,F,G, H,1,J,K,L 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 Z22222232223342333342334342334353345463455 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 M33 3 2 2 3 2 2 212 2L2 2 2 2 3 2 2 2 3 3 4 2F31-35 3T4-12 3 3 4 3 4 2 3 3 4 3 5 3 3 4 5 4 6 3 4 5 5 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 53.125 H,1,J,K,L 2Z22Z22 _2 2223342334342334343334353344463445483456 _2 _3_ A,B,M 2 2 2 2 2 2 2- 2 2 3 2 2 3 2 3 2 2 3 2 35 2 2 2 2 2 2 2 3 3 4 �2 2 3 3 4 3 4 2 3 3 4 3 4 3 3 3 4 3 5 3 3 �2 4 4 4 5 3 3 4 5 4 6 3 4 4 5 10/07/11 I D I NOCHANGES 7118 SHEET THIS SHEET 11/1&08 1 B 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. BQX 1829 NOKOMIS, FL 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2 -1/4" ELCO $84 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -181/2" MAX. FROM TOP CORNERS JAMBS -171!2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF TE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF WrEl148 HEAD 2 JAMB ABOVEL MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) HEAD2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL ANCHORAGE SPACING, 1/1 WINDOWS Tm ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Hotter I SH700 i NTS l� 8-f 19 I4040-20 I O complying with the Florida u'iding Coda ww"ca No "` • 1+ 11111111 OCA .••SSE'• y �r0 • �,iPtEOf O•• filOR14P.•�J�� A.$i41ILI11 P. E. FL P.E.# 58705 , v , > ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2 -114° ELCO S84 CRETE -FLEX SUBSTRATE: 29.655 37.155 44.655 M - 52.155 59.655 67.155 74.&55 76.000 76.000 3 - #12 S CREWS ANCHOR TYPE. 0 U U a U U A U`©U U O U 0 O U U o U U O z c -z2. ANCHOR LOCATIONS ARE BASED ON THEO z`zqo , hcco WINDOW GLASS N NOONO040 0(NOON NObcsf C40 0C-4 N0rONO140-01 X08 FOLLOWING DIMENSIONS: WIDTH TYPE U 0 U U U U U 0 U 0 U U U U U HEAD -18112" MAX. FROM TOP CORNERS C,D,E.F.G. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS -171/2" MAX. FROM TOP CORNERS _....w_..._ ._ ...._ _._.. _...___ ._._._. __ .. ._ .__..._ ...... __..__. _...._ _..... ..._ ..._ _. .._ _. __ _. �. _.._ _ __. _ __.._.. 15" MAX. FROM BOTTOM CORNERS H,IAK,L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 6" MAX. BELOW MTG. RAIL 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL - ANCHORS NOT REQUIRED 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3, INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1_ 1 1 _1 1 1 _1 _ 1 1 1 1 _1 1 1 1 1_ 1 _1__ 1_ 1 1_ _1 _1 NOTE 2. 24.000 KI,J,K,L 1 1 1 1 1 1f 2 2 1 1 2 2 2 2 2 2 2 Z 2 w2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 312'2F2 3 24. 1ABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1- 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1 1 1 1 2 2 1 1 2 F2 2 2 2 2 2 2 2 2 -2T2 2 2 2 2 2 2 132- 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2121312 ®ARE1"LESS. PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 H,I,J,K,L 1 1 1=1 1 1 2 2 2 2 2=2 2 3 2 2 2=2 3 3 2=2 3 3 3 3 -31-2 3 3 3=3 2 2 3 3 4 3 3 2 4 3 4 3 3=2 4 3 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A,B,M _ _ OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE 11 1 1 11 222222232222332233333233332233433243433243 MAXIMUM DESIGN PSF 59 67 79 PRESSURE FOR THE RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 1 2 1 2 2 1 2 2 1 2 2 1 1 2 1 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H,IAK,L 1IF111 111222222232223332233333343333233433243443243 AVAILABLE. A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1_ 2 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H,I,J,K,L 1111 11 222222332233332233433343333343443343443353 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 �2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 --Ki: 2 2 2 2 2 3 2 2 3 3 3 2 3 3 -1— 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4-3 144- -F2 3 3 5 F3 TABLE KEY: PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2• PSF 44.000 H,I,J,K,L 1 1 1 1 1 1 212 21-2 2 2 3 3 -21-2 3 3 3 4 ]2[3: 3 3 4 4 3 3 4 3 ±L4 3 3 4 3 4 4 3 3 ±L3 4 4 -:3:L3 5 4 (DP LIMITED) 117 zzoDucr hzevhsso A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 _2 2 2 2 HEAD 3 complying withthe i�'iorids JAMB ABOVE 3 3 uilding Cadc 111 1 11 222222332233342333443343443341 443343443354 ccNoiL"'1C ( 0 MTG. RAIL PSF 45 74 51 74 1 79 79 pare �O �r C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW H, I,J, K, L--41-4MTG. RAIL iaml ado Product Comro • 48.000 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 3 4 4 4 3 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 FULL DP 1.1 1 1 1111212 2 2 Z Z 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 �-� htlllt�i PSF 41 67 46 67 76 79 HEAD 2 \`�a V114N.M/C�6R�r,� JAMB ABOVE 2 2 o • •'' • ivse C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 _3 2 3•'� -k 53.125 H,I,J,K,L 1 1 1 1 1 1 Z 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 5 4 3 5 4 5 5 4 3 5 4 JAMB BRELLUW %40* 5805 ' 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 _3 =* OG A,B,M 1 1 1 1 11 222222333333443344443344443344544354544354 MTG. 606j ?L ►Br. VSAL ►xavtaroria: aaa i'4 •-10,OF • Z: J.J. 10107/11 D NO CHANGES MS SHEET •.• Pr' C 1070 TECHNOLOGY DRIVE DC -M �ANCHORAGE SPACING STANDARD VIEW %0.FL00AM 04101/11 C SV�MIW HOR QTY IS RESTRICTED 8YSIM NOXONS, FL 34276�t o ANDALUM. SINGLE HUNG WINDOW, IMPACT��F.lG 11M3/Ove 8 ADDDPMA)G WHEREANCHOR QTYIS RESTRICTED BYS/Z� P.O. eQx 1x26I k t ++'Bi a", crreexed craw NOKOMiS, R. 34274 Visibly Better s� soar« > A. LYNN i1l.# 5870 P.E. F.IG 7fZ8/05 J.J. 2/23/07 SH7t� NTS 9 0► 71 4040-20 O FL P.E.#58705 ANCHOR QUANTITIES SUBSTRATE: ANCHOR TYPE: ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 ❑ T.zMONz 8`q� 28.211 U 8 33.754 ❑ N' 39.296 44.839 v "§~Ian"8`�8" 50.382 U z zM 55.925 ❑ t0cm� 0 zT-zm0oclc�O�Oc�i0NO'_Zci0�O�ONQc4z U U ❑ U U 0 U ❑ U U U 8 ❑ U U V U o U U U zM.0ool�cmz"-z U in Uv v 2 o v0c�pr"zco0orl�C4z 00 U U ❑ U v U z U WINDOW WIDTH GLASS TYPE 19.125 D'E'F'J' K,L 1 _..__....-- 1 1 -- 1 --..1 1 1 -----._.�._....�--- 2 1 2 1 2 1 ___-- 2 1 ___..---..- 2 1 _ . 2 1 __--_-- 2 1 .._--_ 2 1 ----_- 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 ._.------._... -.-2.--- 2 1 3 1 3 1 3 1 3 24.000 24.000 D,E,F,J, KIL1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D,E,F,J, K,L . 1 _ 11 1 1 1 1_ 2 1 2 1 -2 2 3 1 2- 1 3 2 3- 1 3 1 _ _ 3--1--3--. 1 _ 3-_ 1 1 1 1 1 1 1 . 1 _.a _ 1 1 1 PSF 1 79 2 1 2 2 2 2 2 3 2 3 3 2 3 3 3 1 3 -4--T 3 3 4 1 3 1 4 4 1 3 4 37.000 D,E,F,J, K,L 11 1_ 1_ 1 ; 2 2 1 _ 2-- 2 2 2 _..3 1 2 2 3 _ 2 3-- 1 3 ..._4 2 --3 2 1 _3 2 3._.-_4 2 1 3 2 --4_5 2 1 2 2 2 1 =-44 2 2 -5- 1 4 2 S - 48.000 PS.F 79 79 72 79 79 40.000 D,E,F,J, 2 - 2 2 2 2 2 2 2 2 2 2 2 2 22 1-31-4- 66 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2- 3 3 3 4_-3.-..._ 4 4 4 ._ 3_ 5 _4 4 1±L 5 a-_ 6_ PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3" 3[�a 4 4- 3 5 4 3L 5 5 _2 q 5 _.5_. 4 6 PSF 78 79 70 79 79 71 79 1 73 76 48.000 D,E,F,J, K,L 2 2 2 2 2 2 1 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 1 1 1 2 2 2 3 3 3 44 4 5 4 5 5 4^ 6 5_ 1-4 �6- 6 5 6 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, K,L 2 2 2 2 2 2 3 2 2 3 2 3 3 2j3___3 2 3 3 2 3 3 2 3 1 1 1 2 2 2 3 3 3 4- 4 4 �5 45 6 5 6 �6 5 7 6 5 7J ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12.776 15.776 1 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. ❑ N� v 8 ❑ r- 844 ❑ N 8 ❑ T.zMONz 8`q� ❑ U 8 U �zc'k c8 ❑ N' v v ❑ z�zV) a zoo U 8� 8" a v "§~Ian"8`�8" ❑ coo U z zM v z "8 8 WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 1 2 2 1 2 2 2 2 2 2 2 1 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 1 2 2 3 2 2 3 2 3 3 2 3 3 1 2 3 4 21 3 4 2 3 37.00079 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 1 2 2 2 2 2 3 2 3 3 2 3 3 3 1 3 -4--T 3 3 4 1 3 1 4 4 1 3 4 44.00068 78 2 1 2 2 2 1 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 48.000 63 72 79 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 1 3 4 5 3 4 53.125 73 58 66 72 2 2 2 2 2 12 3 3 3 1 4 1 3 1 4 4 1 3 1 4 1 5 1 T7-4 5 1 3 5 5 3 5 incur.' win Re�sraix - - J.J. �0/07/T t D NOCHANOES TMS SHEET ANCHORAGE -into -rampant DRIVE P T NOKOMIB, Ft 34278 -- P.o. sqx IM N0KOMis, Fi. 34274 visibly Bearer I J& 1 04/01711 1 C !N0 CHANGES THIS SHEET I I F./C 1 11/13/00 1 B IADD DP Mi4)G M!iMANCHOR QfY lS RESTRICTED BY SIZE I ALUM. SINGLE HUNG ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING 0 DIMENSIONS: HEAD -181/2" MAX. FROM CORNERS JAMBS -171/2" MAX. FROM TOP CORNERS 11 112" MAX. ABOVE THE MEETING RAIL W MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM av VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 5/8" MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MAX. PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL FULL DP HEAD 2 JAMB ABOVE 4 MTG. RAIL ® TABLE 8. KEY: MAX. PSF (DP LIMITED) 112 JAMB BELOW1 2 MTG. RAIL (FULL DP) JAMB BELOW 2 MTG. RAIL CUSTOM VIEW SH7W I NTS 1 10 w 11 IMPACT 4040-20 1 D Lida ODS REVISW complyins *'wt1hv%0 -�e�= is • t QiN-iz- r -koro ltiii�rr� Vo�.� -ic No. 58705 �c *, rToll, Iil Z ' w "a STAT DF '� �•••••. RtOR1Q�' '• rJ ,SIONAL A. LYNI�I�fILL�Ii, P.E. FL P.E.# 68706 -* 1 , a 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK (SEE NOTE 4) EXTERIOR INTERIOR 1j% ALL HEAD AND SILL DETAILS) CONCRETE ANCHOR "(SEE NOTE 1 & 3),& 2x WOOD BUCK ®(SEE NOTE 4) . • • . •• '. a 13/W MIN.,1/4" TAPCON A N 1.3/4" MIN., 1/4" CRETE -FLEX 1/4" MAX. SHIM DETAIL A WOOD ANCHOR (SEE NOTE 2 & 3)A DETAIL B 1/4" MAX. SHIM TYPICAL FLANGED HEAD ANCHORAGE a 1 1/4" 1/4" MAX. SHIM I-+-- MIN.. 1/4" MAX. SHIM MIN. i •' CONCRETE ANCHOR, • ° FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU Q 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)A DETAIL C .131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND W O.C. n NOTES: 1.' FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" S84 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 &W. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS) OR 1/4" 864 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 412 TRIMFIT HEADS. 4. 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. 5. FOR ATTACHMENT TOALUMINUM: 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. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2W4 WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4) A DETAIL D TYPICAL FLANGED JAMB ANCHORAGE DETAIL F (HEAD) J.J. 10/07/11 1 D NO CHANGES TMS SHEEP Ja 0101/11 C 11V00~WTHfflWfEET SHIM 30 g FRAME .131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND W O.C. DETAIL E, (JAMB) 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR lu 1/4" FRAME MAX. SHIM .131" DIA. MIN. x 21/2" NAIL, AT CORNERS AND W O.C. TYPICAL INTEGRAL FIN ANCHORAGE A 0 TECHNOLOGY DRIVE NOKOMIS, FL 94x76 P.O. BOX 1529 -NE;30 NOKOMPA Fl. 34274 Visibly Better FRAME DETAIL I� (SILL) ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW. IMPACT SH700 I NTS 1 11 d 11 ( 4040-20 1 D :ODUC: REVISED complying with the Florida iilding Cade ,veptmm No �p�istiQn�atB�Gr�+� VYNN Oke .k • 140 58705 •U ��o IC! I I •SZ' . Y2 s� ox... PLORvo 2. ssIONAL A. LYNN' MILWF \P. E. FL P.E.# 58705