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1290 NE 101 St (11)r 5 " 3-?A 542 t. � 13 s ifk 211 4P y, r 4" 2 A cn- ( rr n - 4) 54.2 ,t+ 11V I.G , . 1 3. 5 sr° W+7, z 3.(0 G tacliz 1 371___ 0 .r, seS [......0 ___ n 13 Kb xib Vi - 5 - 1 r 5 " 3-?A 542 t. � 13 s ifk 211 4P y, r 4" 2 A cn- ( rr n - 4) 54.2 ,t+ 11V I.G , . 1 3. 5 sr° W+7, z 3.(0 G tacliz 1 371___ 0 .r, seS 'MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing cr other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Name and address of licensed contractor_ Permit No Disapproved (Signed) /21/V , )2T/\/' • ?1f " peg N Registered Architect and /or Engineer _ - 5� - ►�-�� < < 9 6 c/ e . t(44 )4.4 -k - '. Location and legal description of lot to be built on / 9.0 • e. /0 /.e'vy�' � P Lot 7 V 1 Block Subdivision - / f 0'A 7° /(' ' ,' y G j - 4 Street and Number where work is to be done IA q 0 '"77 • e. /0/A-4, State work to be done and purpose of building (by floors) Q 0 f A 01 / /` ' .e.,' New Building Remodeling Addition Repairs No. of Stories To be constructed of_ Kind of foundation Roof Covering Estimated Total cost of improvements $ 4 7 0 4I- -- Amount of Permit © 0 Zone cubage required _Plan Cubage Z ®o 14•__ a Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Date Building In`.ector Date 3 Date (�S� 19 No` Street Read, Sworn to and Subscribed before me. and for no other purpose. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member _ - -- Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. . A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. REGISTERED -FLA. MEMBER-A.S. C. E. Mr. Dan Hansel' Building Division Miami Shores Village Miami Shores, Fla. Dear Mr. n ansell: W. C. GORMAN ENGINEER 32D MIRACLE MILE CORAL GABLES, FLORIDA PHONE 48-3367 Pbb. 12, 1953 There is attached herewith a copy of soil teat boring report by the Wingerter labor» atories of the ground at the site of proposed swimming pool at 1290 N. R. 101st St., Miami Shores, and for which application for a building permit has been made. I have examined this test boring report and I see nothing in it that would indicate that the ground at the pool site would not sustain the slight increase in load with a full pool. Unless the conditions are found_ . different when the actual excavation takes place, am of the opinion that the soil will be satisfactory for the pool as shown on the plan submitted to you. I will appreciate your further examination of the test report, and in. the light of your experience with the soil conditions in the vicinity, will be glad to have any comment or suggestions that you care to matte. Thanks very much for calling this matter to my attention. Eery truly yours, STRUCTURAL DESIGN' SUPERVISION - REPORTS I, • WINGERTER L _ INC. Engineer's Laboratory' and` Inspection .service 660 N. W. 71st . STREET MIAMI 38, FLQRIDA TEST BORING ; CLIENT ,Supa21 Pool. Coaatroottola d 7 , 2 II. i , 9th Strest ORDER No PROJECT 1111e4 3111i asltng Nei. , Fie nd REPORT No 14.5' LOCATION . 1250 #;: Si 107.at Street 4' Seat of Bast end of proposed HOLE No T 1 pool' Oa c.zitsrlina of po* .. DATE STARPED '2 -1.043 DRILLER Oltallirws } 2'4043 DRILL No DATE COMPLETED NO GROUND ELEVATION .411,11/' DESCRIPTION OF MATERIALS 4.5' • Brown, wall- alelspsoted, ' early $aid and rock fravesete with M woody irogotarbton 6.0' 1.5 Sandy, "trsg nt 1 lieoroek 6.5' : 0.5 ilrey, plist.te marl 7.0' _.: _... 0,.5' bray sills* y nar:],,7 2.0' Very . sef , west, tic, .stay earl and a tsar 9.01 rook trs i ma 6.0 Bud trageoet l Bello '1 w• .01 170 lbs. Saisior tali. - 1* d as Oasis sir* • r" I.D. Water 3er'ol 10510 below gyoued earfuls at 3:00 PK •rc and sludge 02 03 0.20017 2 -11-53 PO 499.1 w RKSM, 1' 17 2' 29 3 39 JO 5' 19 6 7'' 6 1.11 12+ 13' 20 11i' $ 151 . 13 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients. and authorization for publication• of statements, conclusions or extracts from .or regarding our reports Is reserved pending our written approval. , • 9 15 13 Ass mutual protection to the owners and ourseives, the engineer in the owner's behalf shall check this report with the . samples submitted prior to.the purchase of property, or designing of structures. ' WINGXRTER LABORATORIES, INC. By et= r` ltal k" "s.� « ;; ^,• 3LASS' -TY NINDOW NIDTH 26.500 (4) 7.000 (4 E A: DSB- i3 /8;- ANNEA (F -L =3341) ; .3/16" TEMPERED (FsTL3338 sr •.� +�;;. •x,.. ..,..._:�.. ,: ;�da'':- - ;` •w ..� _ .. .r`a S�.i.x._.:3r.- _^...'r . Yk, . - �Y�-' ".j F:-t`= '•�`,: ';"1 'ANNEALED (FT 3339) , 'f.1 /2'ti.I.G -- 3(.16A ;1/8A'.(F7L 3340 3; +L �-* . = _ • D: B eeD l WINDOW HEIGHT 26.000 (2) NEG -75.0 -120.0 -135.0 - 120.0 - 75.0 - 120.0 - 135.0 - 120.0 -56.6 -84.9 - 99.0 - 84.9 - 38.8 -58.2 -67.9 - 58.2 - 28.5 -42.7 -49.8 - 42.7 -21.9 - - 32.9 -38.4 - 32.9 POS 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 38.8 56.0 56.0 56.0 28.5 42.7 49.9 42.7 - 21.9 32.9 38.4 32.9 COMPARATIVE ANALYSIS - TABLE 1. 0 38.375 (3) NEG -75.0 - 120.0 -135.0 - 120.0 -58.5 - 110.2 51.0 56.0 - 128.6 -110.2 -51.2 - 84.9 - 99.0 - 84.9 -38.8 -58.2 -67.9 - 58.2 -27.6 - 41.4 -48.3 -41.4 - 20.0 -30.0 - 35.0 -30.0 POS 56.0 56.0 56.0 56.0 56.0 56.0 56.0.• 56.0 51.2 56.0 56.0 56.0 38.8 56.0 56.0 56.0 27.6 41.4 48.3 41.4 20.0 30.0 35.0 30.0 44.000 (3) NEG -75.0 -119.9 -135.0 - 119.9 - 51.0 - 92.5 - 107.8 - 92.4 -43.2 - 81.8 -95.4 -81.8 -38.8 -58.2 - 67.9 -58.2 -27.6 -41.4 -48.3 =41.4 - 20.0 -30.0 - 35.0 - 30.0 POS 56.0 56.0 56.0 56.0 56.0 56.0 43.2 56.0 56.0 56.0 38.8, 56.0 56.0 56.0 27.6 41.4 48.3 41.4 20.0 30.0 35.0 30.0 50.625 (4) NEG -67.9 - 101.9 - 118.8 - 101.9 -47.0 - 77.6 - 90.5 -77.6 -36.7 - 68.1 - 79.5 -68.1 -33.6 -58.2 -67.9 -58.2 :27.6 -41.4 - 48.3 - 41.4 -20.0 - 30.0 - 35.0 - 30.0 POS 56.0 56.0 56.0 56.0 47.0 56.0 56.0 56.0 36.7 56.0 56.0 56.0 33.6 560 56.0 56.0 27.6 41.4 48.3 41.4 20.0 30.0 35.0 30.0 63.000 (4) NEG - 53.0 - 79.5 - 92.8 - 79.5 - 39.8 - 59.7 69.7 - 59.7 -28.9 - 51.9 - 60.6 - 51.9 - 24.3 -45.0 -52.5 -45.0 - 24.7 -39.5 -46.5 • -39.5 - 20.0 . - 30.0 -35.0 - 30.0 POS 53.0 56.0 56.0 56.0 39.8 56.0 56.0 56.0 28.9 51.9 56.0 51.9 24.3 45.0 52.5 45.0 24.7 39.5 46.5 39.5 20.0 30.0 35.0 30.0 TE: NUMBERS IN ( ) PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. 72.000 (5 Li -45.7 - 68.6 - 80.0 -68.6 - 34.1 -51.2 C-59.7 3 t.2 -27.1 -44.3 =51.6 -44.3 - 21.0 -38.1 - 44.4 - 38.1 - 19.6 - 33.5 - 39.1 - 33.5 - 20.0 - 30.0 -35.0 -30.0 POS 45.7 56.0 56:0 56.0 34.1 51.2 56.0> 5T.2 27.1 44.3 51.6 44.3 21.0 38.1 44.4 38.1 19.6 33.5 39.1 33.5 20.0 30.0 35.0 30.0 14.000 (4) 13.125. (4) 13.000 (4) '4.000 (4) ABLE NO NON - IMPACT. _W 1 r^, A k 1 r`. •ti 1 . VLIILIIVV/ • nc B.' 3. CO 4. REF 5. SHU 6. NARR 7. ANCHO SINGLES �G -D AS FOLLOWS AND PER SHEET 9. HEAD a MAX N MAX. (p ' <1A, JAMBS: G 9 % MAX. no g MAX. 1 8. SEE SHEET 2 2_ : � NOT APPLICABLE IN MIAMI -DADE COUNTY. CORNER CONSTRUCTION INFORMATION. 9. PRESSURES U 10. SEE SHEET 7 DW NOTES: .3/16" ANNEALED, 3/ '16" SEE TABLE 1. BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. . ASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 1 CMPERED -3338, FTL -3339, FTL -3340 & FTL -3341 C' \ADE COUNTY APPROVED SHUTTERS ARE REQUIRED. o`of USED ON ALL • CORNERS AND AT EACH FIXED MEETING RAIL. TING RAIL CENTERLINE. c G i 1/2" Iv .(3/ i 6A,3/ 16S, i 8A) Rot:;:: 0 6" MAX. TYP. _ MAX . HEIGHT Clark, P.�_ . 66" MAX. OPER. LITE DAYLIGHT OPENING _ 6" MAX. A TYP. INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 • 33 1/2" MAX. OPER. LITE DAYLIGHT OPENING Revsd By: Revsd By: FK Drown By: F.K. Description: Title: 74" MAX. WIDTH Dote: Date: 4/23/02 Dote: 1/1 1/02 Revisions: 33 1/2" MAX. FIXED LITE DAYLIGHT OPENING x NCHORA 6" MAX. 0 { 6 ". MAX. MEETING RAIL CENTERLINE 1 67 1/8 FIXED DAYL OPE --0-UT-SIDE -SEEN SHEET 2 FOR SECTION DETAILS Revisions: ADD ANCHOR DIM. T� Approvesd ns complying with the Florida Bolding Code Date T.) w Z-7/ LiaL NOAH o 2 -b3I5 .lo Miami Dadc P. ! OX, XO ELEVATION, 74 Wx 72H A " MAX. LITE GHT NING 17" MAX. TYP. p A ALUM. HORIZ. ROLLER fSTD. MTG. RAIL) Series /Model: Scale: Sheet: Drawing No. Rev: FIXED LITE DAYLIGHT OPENING VERTICAL SECTION INSIDE 0 OPER LITE DAYLIGHT OPENING rT, •] 7 A 4 3/16" ANNEALED - 3/16" AIR SPACE - 1 /2" NOMINAL INSULATED GLASS GLAZING DETAILS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 • Revsd By: Revsd By: FK Drown By: F.K. Series /Model: Date: Dote: 4/23/02 Date: 1/11/02 —1/8" ANNEALED Revisions: Revisions: ADD INT /EXT DESIG. Approved as complying with the Florida Raiding Cade Date 3.,.f, 2.1, 20.,7- NOR# 0t- •7 Miami Dade Pry{fud Contrail Division By, OX, XO SECTIONS & GLAZING, 74Wx72H 7711e: ALUM. HORIZ. ROLLER STD. MTG. RAIL) Scale: Sheet: Drawing No. TEST REPORTS: FTL -3338 FTL -3339 FL-3340 OPER. LITE DAYLIGHT OPENING 1/8" ANNEALED OR 3/16" ANNEALED �-- OR 3/16" TEMPERED MONOLITHIC GLASS Roben L. Clark, P.E. MAX WIDTH FIXED LITE DAYLIGHT OPENING INSIDE OUTSIDE HORIZONTAL SECTION 7/16" NOM. GLASS BITE TYP. (4) INSULATED GLASS Rev: COMPARATIVE ANALYSIS - TABLE 2. A GLASS TYPE: •A. DSB i'1 /8" ANNEALED (FTL- 3345) Y C:- 3 /16"rTEMPERED . FTL -3342 ) "'�'" " .:__: � .: n' , :- :.. �{.x.:,; ` mil_':.!' 72y� B. 3/16" ANNEALED (FTL- 3343) ' = ' =Y < D"' 1/ 2 "=I:G= `= 1 1/8A,1/4. "S,1 /8A'(FTL- 3344) '0 - ;'- WINDOW WIDTH WINDOW HEIGHT 26.000 (2) 38.375 (3) 44.000 (3) 50.625 (4) 63.000 (4) NEG POS NEG POS NEG POS NEG POS NEG POS 26.500 (4) A. -75.0 56.0 -75.0 56.0 • -75.0 56.0 -75.0 56.0 -66.1 56.0 B. -120.0 56.0 -120.0 56.0 -120.0 56.0 -113.0 56:0 -88.2 56.0 C. -135.0 56.0 -135.0 56.0 -135.0 56:0 -135.0 56.0 -110.2 56.0 D. -75.0 56.0 -75.0 56.0 -75.0 ' 56.0 -75.0 56.0 -75.0 56.0 37.000 (4) A. -75.0 56.0 -58 56.0 -51.0 51"0 -47.0 47.0 -41.8 41.8 B. -120.0 56.0 -120.0 . 56.0 • -102.4 56.0 -86.0 56.0 -66.2 _ 56.0 C. -135.0 56.0 -135.0 56.0 -128.1 56.0 -107.6 56.0 -82.8 56.0 D. -75.0 56.0 -75.0 56.0 -75.0 56.0 -75.0 56.0 -58.0 49.7 44.000 (4) A. -75.0 56.0 -512 51.2 -43.2 43.2 -36.7 36.7 -28.9 28.9 B. -113.1 56.0 -101.6 56.0 -89.8 56.0 -75.5 56.0 -57.6 50.4 C. -135.0 56.0 -135.0 56.0 - 113.4 56.0 -94.4 56.0 -72.0 56.0 D. -75.0 56.0 -75.0 56.0 -75.0 56.0 -66.1 56.0 -50.4 43.2 53.125 (4) A. -58.2 56.0 -47.9 47.9 -40.4 40.4 -33.6 • 33.6 -24.3 24.3 B. -77.6 56.0 -77.6 56.0 -70.5 56.0 - 59.1 56.0 43.6 "` . C. -97.1 56.0 -97.0 56.0 -97.0 56.0 -83.0 - 56:0 -62.3 56.0 D. -67.9 56.0 -67.9 -56.0 -67.9 56.0 -58.1 49.8 _ 63.000 (4) A. - 42.7 42.7 -41.4 41.4 -37.3 37.3 • -32.2 32.2 -24.7 24.7 B. -56.9 49.8 -55.2 48.3 -55.2 48.3 -51.8 . 48.3 -39.5 38.7 C: -71.2 56.0 -69.0 56.0 -69.0 56.0 -69.0 56.0 -55.3 49.8 D. - 49.8 42.7 -48.3 41.4 -48.3 41.4 -48.3 41.4 -38.7 33.2 74.000 (4) A. -32.9 32.9 -30.0 30.0 -30.0 30.0 -29.5 29.5 -23.4 23.4 B. -43.9 38.4 -40.0 35.0 -40.0 35.0 -40.0 35.0 -36.7 35.0 C: -54.8 49.4 -50.0 45.0 -50.0 45.0 -50.0 45.0 -50.0 45.0 D: -38.4 32.9 -35.0 30.0 -35.0 30.0 -35.0 30.0 -35.0 30.0 TABLE NOTE: •NUMBERS IN () PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. NON - IMPACT WINDOW NOTES: 1. GLAZING: 1/8" ANNEALED, 3/16" ANNEALED, 3/16" TEMPERED, 1/2" IG (1/8A,1/4S,1/8A) 2. DESIGN PRESSURE RATING:. SEE TABLE 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 3. CONFIGURATIONS: OX, XO 4. REFERENCE TEST REPORTS: FTL -3342, FTL -3343, FTL -3344 & FTL-3345. 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH AXED MEETING R 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 4 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. n f rr rt 1 T - 7 r rld7 r•r'1rlAlcn f•ntoCTT I I r'TIrAAI Ik1 f f•)VIATIIIAI 6" MAX. TYP. 63" MAX" HEIGHT 57" MAX. OPER. LITE DAYLIGHT OPENING 6" MAX. A TYP. 33 1/2" MAX. OPER. LITE DAYLIGHT OPENING • X 6" MAX. (SEE ANCHORAGE NOTE 7) 74" MAX. WIDTH 33 1/2" MAX. FIXED LITE DAYLIGHT OPENING 0 6" MAX. MEETING RAIL CENTERLINE OUTSIDE - SEE SHEET 4 FOR SECTION DETAILS f A 58 1/2" MAX. FIXED LITE DAYLIGHT - OPENING 1 17" MAX. A 0 -98. 1300 -98. • AIL. Robert L. Clark, P.E. INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P n ROY 1s7Q . Revsd By Revsd By: FK Drawn By F.K. Date: Date: 4/23/02 Date: 1/11/02 Revisions: Revisions: ADD ANCHOR DIM. Approved as complying Nitta the Florida Balding Code Date NOAH o _ _ it • t D Miami Dade P Di B � . Description: OX, XO ELEVATION, 74Wx63H Ttle: ALUM. HORIZ. ROLLER (STD. MTG. RAIL) Series /Model: I Scale: I Sheet: D rawing No. Rev: 1 OUTSIDE A FIXED LITE DAYLIGHT OPENING . fit 0® 0216il { MAX HEIGHT 2" VERTICAL SECTION INSIDE OPER LITE DAYLIGHT OPENING 3 TEST REPORTS: FTL -3342 FTL -3343 FTL -3344 OUTSIDE 26 25 1/8" ANNEALED 3/1 3/1 OPER. LITE DAYLIGHT OPENING MONOLITHIC GLASS OR 6" ANNEALED �---- OR 6" TEMPERED // 7/° 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 2" NOM. INSULATED GLASS GLAZING DETAILS INDUSTRIES Revsd By: Revsd By: FK Drown. By • F.K. Series /Model: Date: Dote: 4/23/02 Dote: 1/11/02 - --1/8" ANNEALE 1/4" AIR SPACE Scale: Revisions: Revisions: ADO INT /EXT DESIG. Sheet.: Apo uvturaauti. «oat'iGe Florida Bidding Cale Date T.,ee. 27 / 1 0 " L NORM • 2.-4 t $ • f-o Maud Dade Prod Dlv sica By Description: OX, •XO SECTIONS • & GLAZING, 74 Wx 63H Titre: ALUM. HORIZ. ROLLER (STD. MTG. RAIL) Drowing No. Rev: Robert L. Clork. P.E. PF MAX WIDTH INSIDE 0 FIXED LITE DAYLIGHT OPENING INSIDE OUTSFDE HORIZONTAL SECTION 7/16" NOM. CLASS BITE TYP. (4) INSULATED GLASS 57" OPER. DAYLIGHT OPENING TYP. " 4X. GHT 1 MAX. LITE (2) -t- X - • O - ©. ® i 1 1 1. 1 1 A. B. C. A. B. C. A. B. C. B. C A. B. C. ,A :- 3 /16': ED,(FTL- 3336) = W e C <<1/2:'-,I:G s1 /8A 174S :1/8A (FTI =3337)= r v 3116" TEMPERED (FTL- 3335) WINDOW HEIGHT 26.000 (2) NEG -135.0 -135.0 - 75.0 - 78.9 - 92.0 -75.0 - 53.3 - 62.2 - 53.3 -38.2 - 44.6 - 38.2 - 35.2 -41.1 - 35.2 -30.5 - 35.6 -30.5 POS 56.0 56.0 56.0 56.0 56.0 56.0 53.3 56.0 53.3 38.2 44.6 38.2 35.2 41.1 35.2 30.5 35.6 30.5 COMPARATIVE ANALYSIS - TABLE 3. L 38.375 (3) NEG -84.5 -110.0 - 75.0 -64.3 -92.0 -71.3 - 52.4 - 62.2 -53.3 - 38.2 -44.5 -38.2 - 35.1 -40.9 -35.1 -30.0 - 35.0 - 30.0 POS 56.0 56.0 56.0 56.0 56.0 56.0 52.4 56.0 53.3 38.2 44.5 38.2 35.1 40.9 35.1 30.0 35.0 30.0 44.000 (3) NEG -73.0 - 91.2 -75.0 -56.2 -75.5 -63.9 -48.4 - 62.2 - 53.3 -38.2 -44.5 -38.2 -35.1 -40.9 - 35.1 - 30.0 -35.0 -30.0 POS 56.0 56.0 56.0 56.0 56.0 56.0 48.4 56.0 53.3 38.2 44.5 38.2 35.1 40.9 35.1 30.0 35.0 30.0 50.625 (4) NEG -61.2 -75.9 -62.7 -48.3 -61.3 -52.5 -43.3 -55.6 - 47.4 - 38.0 -44.5 -38.2 - 35.1 -40.9 - 35.1 -30.0 -35.0 -30.0 POS 56.0 56.0 56.0 48.3 56.0 52.5 43.3 55.6 47.4 38.0 44.5 38.2 35.1 40.9 35.1 30.0 35.0 30.0 63.000 (4) NEG -49.6 - 57.8 -49.6 - 37.4 -45.3 -38.9 - 34.4 -40.1. -34.4 - 31.5 -36.7 - 31.5 - 30.6 - 36.1 -30.8 - 29.2 - 35.0 -28.7 POS 49.6 56.0 49.6 37.4 45.3 38.9 34.4 40.1 34.4 31.5 36.7 31.5 30.6 36.1 30.8 29.2 • 35.0 28.7 3LASS:TYP . 4 7 NINDOW NIDTH 53.125 (6) 74.000 (7) 90.000 (7) 106.375 (8) 111.000 (8) 120.000 (8) - AR'.E NOTE: NUMBERS IN ( ) PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. Z 6 HE NON - IMPACT WINDOW NOTES: 1. GLAZING: 3/16" ANNEALED, 3/16" TEMPERED AND 1/2" !.G. (1/8A,1/4S,1/8A). 2. DESIGN PRESSURE RATING: SEE TABLE 3. . A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 3. CONFIGURATIONS: XOX 4. REFERENCE TEST REPORTS: FTL -3335, FTL -3336 & FTL -3337. 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 6 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. A 6" MAX. TYP. 6" MAX._ L TYP. 26 1/2" MAX. OPER. LITE DAYLIGHT OPENING TYP. (2) MAX. 0 56 1/2" MAX. FIXED LITE DAYLIGHT OPENING I 1 -.6" MAX. MEETING RAIL CENTERLINE (SEE ANCHORAGE NOTE 7) 120" MAX. WIDTH 1 OUTSIDE - SEE SHEET 6 FOR SECTION DETAILS 18" MAX. SPACING - --I TYP. - . 6" MAX. A 58 1/2" MAX. FIXED LITE DAYLIGHT OPENING 17" MAX. TYP. _l_ 1300 -98. IL. Robert L. Clark. P.E. PE #39712 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 Revsd By: Revsd By: FK Drown By: • F.K. Date: Dote: 4/23/02 Date: 1/1 1/02 Description: XOX ELEVATION, 120Wx63H Title: ALUM. HORIZ. ROLLER (STD. MTG. RAIL) Series /Model: Scole: A I TC' Revisions: Revisions: ADD ANCHOR DIM. Sheet: C Approved as complying with the Florida Baidlug Cole Date T ••e. L'1, Z•4 2. NOAM - t a Miami Da de P uct G>olrd Byi to L� Drawing No. r r n 1 Rev: A MAX HEIGHT 1 FIXED LITE DAYLIGHT OPENING 2" VERTICAL SECTION INSIDE OPER LITE DAYLIGHT OPENING TEST REPORTS: FTL -3335 FTL -3336 . FTL -3337 MONOLITHIC GLASS Robert L. Clark. P.E. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 • n n nnv • c 2" NOM. INSULATED GLASS GLAZING DETAILS �T .INDUSTRIES Revsd By: Revsd By: • FK Drown By F.K. Series /Model: Date: Date: 4/23/02 Date: 1/11/02 -1/8" ANNEALED -1/4" AIR SPACE Revisions: Revisions: ADD INT /EXT DESIG. Appnovcd as complying wilh Ih4 Florida Buiding Code Date ? --+- "). 2.o1_ NOA# sI- 03 I"N .1 o Minns! Dade Product WW1= By Description: XOX SECTIONS & GLAZING, 12OWx6.3H Title: ALUM. HORIZ. ROLLER (STD. MTG. RAIL) I Scole: 1 Sheet: I Drowina No. 3/16" ANNEALED l OR 3/16" TEMPERED INSIDE FIXED LITE DAYLIGHT OPENING 7/16" NOM. GLASS BITE TYP. (4) S HORIZONTAL SECTION INSULATED GLASS. OPER. LITE DAYLIGHT OPENING TYP. (2) , I Rev: TOP AME JAMB(FIXED) MAT'L: 6063 -16 � DWG# 218A Robert L Clark. P.E. PP 11'tQ717 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 FRAME SILL MAT'L: 6063 -T5 DWG# 264 Revsd By: Revsd By: FK Drown By. F. K. Tice: Date: Date: 4/23/02 Dote: 1/11/02 Series/Model: 'Scale: Revisions: Revisions: ADD CORNER DET. ALUM. • HORIZ. ROLLER Sheet: Approved as complying with the Florida Bukling Code Date ? v' NOM dt. -' Mlamf Dade Pru4 t Control DMA) BX � Description: EXTRUSION PROFILES & CORNER DETAIL (STD. - MTG. RAIL) Drawing No. !Rev: 1 VIEW A -A A CORNER CONTRUCTION BOTTOM TEST REPORTS: FL-3335 FTL -3338 FTL -3342 FTL -3336 FTL -3339 FTL-3343 FTL -3337 FTL -3340 L -3344 1.542" 1. l_ .062 " -- G FRAME JAMB(OPERABLE) MAT'L: 6063 -15 DWG# 219 1.542" FR .062 " -- G 2.209" 2.124" 1.827" 2.824" FRAME HEAD. MAT'L: 6063 -T6 A DWG# 215B - .062" u �v 2.000" 2.000" .050" .062" - .875 "-1 SILL ADAPTER MAT'L: 6063 -T6 DWG# 265B .040" 2.428" 1 SASH STOP MAT'L: 6063 -T5 DWG# 110 I Item Dwg # Description Mat'I PGT # 1 215B Flange Frame Head 6063 -T6 A 6215W,B,T 7 1155 #8 x.1.000 , QUAD Pn., SMS Fastener 781 PQA l 110 Sash Stop 6063 -T5 66387 4 264 Main Frame Sill 6063 -T5 6264 5 265B Main Frame Sill Adapter 6063 -T6 A 6265BW,B,T 6 1298 Weep Hole Cover Plastic 71298 7 218A Flange Frame Jamb (Fixed, X0 ONLY) 6063 -T6 A 6128W,B,T 8 219 Flange Frame Jamb (Operable) 6063 -T5 61088 9 1003 Wstp., Bulb Vinyl Vinly • 66601 10 2208 Fixed Meeting Rail 6063 -16 A 6220W,B,T 11 1072 Wstp.,.187 x .200, Fin Seal Wthrstrip 67919G 12 223A Sash Top & Bottom Rail 6063 -T6 A 6223W,B,T 13 .242 Sash Top Guide (Anti -rack) Plastic 42105 14 227 End Cap Plastic 42114 15 #8 x .25, QUAD Pn., SMS Fastener 78X14PQAA 16 225 Roller Housing & Guide Plastic 42112N 17 226 Rollers, Brass Brass Part 7BRWHL2 18 221A Sash Side Rail 6063 -T6 A 6221W,B,T 19 1001 Wstp., Bulb Vinyl Wthrstrip . 64664 20 222A Sash Meeting Rail 6063 -T6 6222W,B,T 21 1096 Sweep Latch Cast Part 71096 22 1016 #8 x .625 , Ph. FI., SMS Fastener 7858 4 DSB Glass Glass :4., 3/16" Annealed Glass Glass 26 9 `° Glass 3/16" Ternpered Glass 27 1/2" Insulated DSB /DSB - Glass 28 1/2" Insulated DSB/3/16" Annealed 29 1265 -3 3/32 x 1/4 x 1 Setting Block Rubber 712653K 30 1267 1/8 x 1/2 x 1 Setting Block Rubber 71267N 31 1014 Screen Frame Aluminum 61011 32 1013 Screen Corner Key Plastic 41903 33 1073 Screen Spring Spring Steel 78835M 34 1278 Screen Pull Plastic 70409K 35 1618 Screen Spline Rubber - 68155K 36 Screen Cloth 61816 38 2718 Glazing Bead (SSB /DSB) Rollform Bd. 65196 39 2719 Glazing Bead - (3/16") Rollform Bd: 65016 40 1263 Glazing Bead - (1/4 ") Rollform Bd. 65133 41 241 Glazing Bead - (1/2" Insulated) Plastic 6VT48 42 1274 Glazing Bead - (for Grill Kit - SSB /DSB) Plastic 6GB1274 43 1237 Glazing Bead - (for GnII Kit - 3/16 ") Plastic 6GB1237 44 Slicone Adhesive Dow 899 or Equal 1.605" FIXED MEETING RAIL. MAT'L: 6063 -T6 DWG# 220B :093" 9 1.816" _062" SASH SIDE RAIL MAT'L: 6063 -T6 DWG# 221A 1 1.062" .062" 1.750" SASH TOP & BOTT. RAIL MAT'L: 6063 -T6 DWG# 223A SASH MEETING MAT'L: 6063 -T6 DWG## 222A 1.457" RAIL Robert L Clork, P.E. BF Bla'717 ITT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, Fl 34275 P.O. BOX 1529 • Revsd By: Revsd By: FK Drown By: F.K. TEST REPORTS: FTL -3335 FTL -3338 FTL -3342 FTL -3336 FTL -3339 FTL -3343 FTL -3337 FTL -3340 FTL -3344 FTL -3341 FTL -3345 Dote: Dote: 4/23/02 Date: 1/1 1/02 Revisions: Revisions: CHG ALLOY DESIG. Approved as complying with the Florida Budding Code Date .. ^e- 2.1 t LA.) 2_ NOAH a t. - a • u Miami!), P't ct Co Div Description: EXTRUSION PROFILES, & B.O.M. ALUM. HORIZ. ROLLER (STD. MTG. RAIL) Series/Model: I Rev: I . Scole: I Sheet: I Drawing No. 4 • 1/4" TAPCON A W/ #12 HD. (SEE NOTE 1) TYP. HEAD SECTION TO CONCRETE TYP. SILL SECTION TO CONCRETE E 1 1/4" MIN. APPROVED WOOD BUCK 1 1/4" MAX. SHIM (SEE NOTE _1) 1/4" TAPCON W/ #12 HD. f 1/4" MAX. SHIM 1 TYP. HEAD SECTION TO WOOD NOTE: 1.. USE MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. . r CC • TYP. SILL SECTION TO WOOD 1/4" MAX. SHIM —� #12 WOOD SCREW #12 WOOD SCREW I -1/4" MAX. SHIM 11 /2 } " f MIN. i 1 APPROVED WOOD BUCK 1 (SEE NOTE 1) 1/4" TAPCON W/ #12 HD. 1/4" MAX: -SHIM TYP. JAMB SECTION TO CONCRETE APPROVED WOOD BUCK #12 WOOD SCREW • 1 1/4" MIN. 1/4" MAX. SHIM APPROVED WOOD BUCK 1 1/2" MIN. ---- Olt DR TYP. JAMB SECTION - TO WOOD APPROVED WOOD BUCK Robe: t L Clark. P.E. INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 Revsd By Revsd By: FK Drown By: Dote: F.K. 1/11/02 Description: TEST REPORTS: FTL -3335 FTL -3338 FTL -3342 FTL -3336 FTL -3339 FTL -3343 FTL -3337 FTL -3340 FTL -3344 FTL -3341 FTL -3345 Date: Date: 4/23/02 Revisions: Revisions: CHG TO 1/4 TAPCONc ANCHORAGE DETAILS Tt!e: ALUM. HORIZ. ROLLER STD. MTG. RAIL) Approved as complying with (he Florida Bidding Code Date 7 -14.. 27 2002 NOM/ 6 y47 • Miami Dade P Diviaio GLAZING PRODUCT E) / TYP MULUON \ GLAZING \ PRODUCT cp GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT E) / M1 TYP. MUWON CD GLAZING GLAZING PRODUCT PRODUCT ANCHORS: TYPE. B ; 'C' OR 'D BOTH ENDS W W2 MULLION 'W =W1 +W2 (2) WINDOWS MULLED .TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ANCHORS: TYPE. B', C' OR D' BOTH ENDS NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 GLAZING PRODUCT TYP. MULUON GLAZING PRODUCT 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT 4. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 H2 H1 H = H1 +1y2 (1) WINDOW MULLED W /ONE ABOVE OR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H1 +H2 MULL LENGTH = W ANCHORS: TYPE. C' OR 0" BOTH ENDS H Robert L. CIark, P.E. P.E. #39712 S r W1 W W W =W1 +W2 H = H1 +H2 W2 INDUSTRIES i H2 H1 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE GESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M1) PAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W i + W2 MULL- LENGTH = H1 ' Revsd BJ' Drarn 8y: P.J.P. Description: ANCHORS TYPE A' Dote: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS FL 34274 ANCHORS: TYPE B; C' OR D BOTH ENDS �. Chkd Ey. Series/Model: MULLS H Dote: r Dat 4/2 W1 Revisions: Scot: 1x Sheet 1 ar6 W Drawing No_ 6621 W3 1 H2 H1 —, -- W2 --}— W W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR Hi +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H1 APPROVED AS COMPLYING WITH THE S OUTH Fleir ( N ; I E .: - . CNISION CODE COMPLIANCE OFFICE ACCEPTANCE NO. O 632 3. z HEAVY WALL MULLION ARRANGEMENT DETAIL Rev-. TYPICAL MULLION TO MULLION INSTALLATION TYPE "A" MIN. NOTE: 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902; 2903 AND 2975 IMPORTANT : - QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY: FOR CORRECT QUANTITY OF C NCHORS PLEASE REFER TO CHARTS AND FIND THE ORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. OR 4 "--I /12 F.H. SUS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) j-'-2" OR 4"---I TYPICAL MULLION' TO STRUCTURE WITH WOOD BUCK TYPE "B". /12 S.M.S. (199 1) ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 /12 F.H. S M.S STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH, OTHER) SEE NOTE 11 P.G.T. 1x MULLION 112 .WOOD SCREW (1991) MWN. 1 PENETRATION INTO t WOOD BUCK ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE jr 1 z WOOD BUCK REMOVED TO CONCRETE Robert L. P.E. P.E. #39712 • • •, • •' P.G.T. 1x MULLION INDUSTRIES TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C". TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE " Revsd By Ora WOOD BUCK Description: WOOD BUCK P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 (TYP) MIN. 2 MIN. Chkd Seies/Modei: MULLS 12 MIN. 1 Date: MIN. 4/28/00 2" OR 4"--1 •4 ScoJc lx 2 "OR4 "--I 112 F.H. S.M.S, STAGGERED ON OPPOSITE SIDES. • (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE . /1 MIN. f ir TAPCON (2461) MW. 1} PENETRATION INTO CONCRETE BLOCK • STRUCTURE FASTENERS • MUST BE COUNTY APPROVED. NOTE /1 Sheet: Droving No. 2 6621 /12 P.H. S.MS. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WIN EACH OTHER) SEE NOTE /1 MIN. ' TAPCON (2460 MIN. 1} PENETRATION INTO 1 CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE 11 APPROVED AS COMPLYING WITH THE SOUTH DA SY PRO BURR! 11rM!1I • ' •LDMSl0N • 4 CODE COMPUANCE OFFICE ACCEPTANCE NO 0/-6'3 23. 1 " HEAVY WALL MULLION & CLIP INSTALLATION DETAIL Rev. CUP LENGTH CHART FOR 1 x MULL MULL SIZE A' 1 x2xi 1, 1 x24 x 21 1R' . 1 x 4 x 34 1i 1 x 4 xi IMPORTANT: QUANTITY OF ANCHORS.. SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. 4 l NOTE: 3I , 4 MAX 1 " MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 3 MIN. FROM -- _ ENDS (TYP) MIN. FROM ENDS (TYP) Lc - 8�-- 'A'- -i 1 " MULL CLIP W /TABS REMOVED 7 (2) ANCHOR LOCATIONS EXTRUSION DWG f 1099 =n' 1 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4- MAX. 1 " MULL CLIP THREE (3) ANCHOR. LOCATIONS EXTRUSION DWG 1 1099 8 MIN. FROM (TYP) I I 'O ---- 8 j t 8 A' —I 1" MULL CLIP W /TABS REMOVED THREE (3) ANCHOR LOCATIONS EXTRUSION DWG / 1099 s Svc.7V' MIN. FROM ENDS (TYP) 1 1 1 ,14 MAX. t 3 MIN.J 8 1" MUL4. CLIP FOUR (4) ANCHOR ► LOCATIONS EXTRUSION DWG 1 1099 8 MIN. FROM ENDS (TYP) I t --- 1 _ --�- L Q - - - -.e _EP- 8 I ' A ' - -I 1 " MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG 6 1099 T INDUSTRIES Revsd 8y ;Dote: Drown By: P.J.P. ascription: Title: 1 -1- 4 MAX Chkd By: �DOte: Dote: f 5/21/01 ANCHOR LOCATIONS 1" MULLION CLIP 1 1070 TECHNOLOGY DRIVE P.O. BOX 1529 Seriea/1!odeh. NOKOM;S, FL 34275 NOKOMIS. FL 34274' MULLS A 2 Revisions: Scale: Sheet: 3 of 6 4- 1" MULL CLIP SIX (6) ANCHOR LOCATIONS EXTRUSION OWG 1 1099 MIN. FROM ENDS (TYP) T j` 3 ___l 8 ! A $ M FROM IN. ENDS (TYP) 1" MULL CLIP W /TABS REMOVED SIX (6) ANCHOR LOCATIONS EXTRUSION DWG iA ED AS COMPLYING vani THE "'NT" 1D , BY a/l/L PR•••. • 7R01. DIVISION BUILDING CODE CCUPUANCE OFFICE ACC 'TAVEWO. al - 6SZ'S.o Drawing No. 6621 Rev. NOTE: } 1 REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 k, P Robert L. P.E. #39712 INDUSTRIES Revsd By: Date: Drawn By: P.J.P. 070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Chkd BY Data Date: 5/22/00 Series/Model: MULLS Scale 1x Revisions. Description: 1" HEAVY WALL MULLION PROFILES Sheet: Drawing No. 4 6621 Rev: 3 8 4 8 1 8 21 32 x HEAVY WALL MULLS MAT'L: 6063-T6 3 � 1 1 8 4 f ■ •1 3 8 3 4 APPROVED ASCOMPLYING MRTHTHE SOUTH FLORIDA BUILDING CODE t J UN ; 11- " ! %. ' OL DMSION 4 BUILDING COD` COMPLIANCE OFFICE ACCEPTANCE NO. O/ 032 1x2.75x.375 3/4 Anchor • -' N1NG W1DTH IN INCHES —� 50 60 70 8 ' 90 100 110 120 130 160 MULL LENGTH IN INCHES e 4 70;170 1701170 170 170 170;170 170;170 170!170 170;170 170070 1701170 170! 170 48 170;170 1701170 1611170 154;170 1501170 149:170 149;170 1491170 1491170 149;170 50.625 170 161 148 140!170 136=170 134:170 119:142 134 1181 141 134 118 141 134 1181141 92 192 134;170 118041 92192 54 166;170 1471170 1351165 126!,153 121:146 60 1451152 1271131 1161116 1011107 1001100 96 ' 96 93 1 93 92 1 92 63 131;131 1131113 112 112 97 ! 97 99 : 99 85185 90 : 90 77 ! 77 84 84 72 i 72 80 ! 80 68:68 77 77 65 1 65 76 ! 76 64 i64 76 : 76 63 i 63 76 ; 76 63 I 63 66 72 86 1 86 73 173 73 i 73 62;62 65 165 54154 58 ! 58 49149 54 1 54 45 145 50 ! 50 42:42 48 1 48 40 1 40 46 4 46 38 1 38 45 1 45 37137 44 1 44 36136 76 78 671 67 57 ! 57 50 150. 45 = 45 41 141 38 !_38 30 ; 30 36 1 36 28 28 35 1 35' 27 ; 27 ' 33 1 33 26 ; 26 32 24 1 24 - - 84 54 ! 54 45 ; 45 40 I t 40 35 ; 35 32 132 90 43 i 43 37 37 32 132 28 : 28 26 i 26 24 124 22 i 22 21 121 20 120 19 1 19 96 36I36 30;30 26.26 '23t23 21 21 19! 19 .18: 18 17! 17 16116 15; 15 108 25 1 25 21 21 18 1 18 16 ; 16 - i - - i - - i - - 1 - - 1 - - i - 111 23 ! 23 19 1 19 .17 1 17 15 15 - 1 - - 11 - • - ' - - 1 - - 1 - - 1 - [ i 1 I I I l I 2 Anchors i bu d du 1 1U I I O OU U0 1 w i i 1 110 i i 1 1 Z0 ' 'LW 1 16U MULL LENGTH IN INCHES 411) 421 155 1 142 1 134 1 130 1 130 1 130 ; ; 1 130 1 1 1 130 1 130 1 130 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF.. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 S77Z�rt e INDUSTRIES 10 Revsd By: Grown By: P.J.P. Description: Title: Vertical Mull Opening • Width Horizontal Mull Opening Width • Mull I Length Opening Width Mull Length Multiple Mulled Units Pete: Chkd By !Dote: !Revisions: e. Gat 4/28/00 PRESSURE CHARTS HEAVY - WALL MULLION series l/odei: 70 TECHNOLOGY DRIVE P.O. BOX 1529 Scale: Sheet: Shee NOKOMIS. FL 34275 NOKOMIS, FL 342741 MULLS NTS 5 of 6 I APPROVED AS COMPLYING WITH THE SOUTH FLORIDA g.AED4NG CODE .' I JUN ; . :,1 DMSION BUI EM rG CODE COUPUANCE OFFICE ACCEPTANCE N O . O f — O 32 3.4'2 Drawing No. 6621 Rev. Xl. I SX.650 /4 Anchors OPENING WIDTH IN INCHES 50 60 70 . .. 80 90 100 110 120 130 160 MULL LENGTH IN INCHES �, 42 170!170 170 170 170;170 170 170 ;170 170;170 170!170 170;170 170;170 170E 170!170 4$ 170070 160170 148;169 1411161 138158 137 1157 137157 137 ;157 1 70 1701157 170;157. 170 170 1571170 166 170 148 136 156 124 :142 129 116, 133 125!143 112;128 123!141.123i141 109;125 108;124 123 154 141 123 1701170 152;170 135; 155 10 108;124 108k24 83 1001 80 91 1281170 133152117134106f122 127 170 1271170 991113 94 1 107 90 103 88 101 88 ; 100 881100, 80 ; 91 125;143 117;169 99 1 114 92 ;105 87 : 99 83 ; 95 81 ! 93 80 91 118 135 103 118 93 1107 86 197 81 1 90 77:85 75 ! 82 73 80 73 1 79 73 ; 79 1031136 106 i 108 92 ' 92 81 1 81 73 1 73 67 ; . 67 63.63 60 60 58 ' 58 56 56 56 ! 56 91 191 77:77 68 168 61 16.1 56 ; 56 52:52 49 ; 49 47 147 46 ; 46 45 ; 45 871 99 77 77 62162 84 71;71 57:57 63 50 ; 50 56 156 44 ; 44 51 40 ; 40 48 1 48 37:37 45 145 35 ; 35 43 1 43 33 33 42 1 42 32 ; 32 40140 30 ; 30 82182 67 t 67 96 54:54 46 i 46 40:40 36 136 32 132 30 130 28:28 26 1 26 25 125 23123 108 44 ! 44 38 ; 38 33:33 29:29 26 4 26 24 ' 24 23 ! 23 21 ! 21 20 : 20 18 ; 18 ! 108 31 i 31 26 ; 26 23:23 20 ; 20 18 1 18 17 ; 17 15:15 - ; - - 1 - - ; - 111 29'29 24 21121 -4- 18'18 - 1717 -;- 15 1 f 15 - 1 - - 1 • - - - - - I. - - ! - - i - - � - � 144!-;-_-:- 1 x4x.375 4/6 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES �, 42 i70' 1701170 1704170 1701170 170 170 170170 170170 170 170 :170 170:170 170;170 170;170 1701170 170170 1761170 170;170 170;170 170;170 170;170 4$ 170 170 170;170 50.625 170' 170 170 170 170 170;170 170!170 170 170 170 157;170 170 170 1571170 1701170 157:170 1701 170 157 54 17.0; 170 1704 170 1701170 169 :170 162 ;170 158;170 60 1701170 170170 1541170 143 170 136 170 131:170 1281170 1271 170 127 170 1271170 63 170:170 159170 144;170 133;170 126;170 121 i170 117;169 116166 116:165 116;165 105144 66 1701170 1501 170 1351170 125;170 117'166 1121156 108 ;150 1061145 105:144 72 154 ►170 134!170 120 1101148 1031136 98 :' 127 94 ; 120 91 1 115 89 !112 88 !1111 76 144070 170 125 ; 160 1121 140 102;126 95 ;116 90 ;108 86 ;102 83 1 98 81 i 95 79 i 93 78;140170 121 108 99 1 116 90 4 92 92 =106 83:83 67:67 871 99 77 77 62162 83 ! 93 73:73 58:58 80 1 89 69 : 69 54 154 78 187 66 1 66 52 1 52 75184 62 ' 62 48 ► 48 - 84 128i138 111.117 98 4102' 90 112112 95 1 95 82182 74 174 96 92 ; 92 78 78 67 ; 67 60:60 54 54 50 50 47 : 47 44 ; 44 42 42 38 ; 38 108 64:64 54:54 47;47 42142 37; 37 34 ; 34 32:32 30 ; 30 28 ► 28 25 ; 25 111 59 159 50 ; 50 43 38138 34 1 34 31 ! 31 29 29 27 727 - ; - 26 1 26 - 1 - 23 - : - 144 27;27 22;22 19 i 19 17 15115 - ; - - ; - NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, .. CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. S / p. REFERENCE TEST REPORT FTL —2902, 2903 AND 2975 , c . et." ic- INDUSTRIES rtre: „ — Re rsd By: r ate Drawn BY P.J.P. 1070 TE HNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Vertical Mult I_Opening4 Width Opening Width Mull Length ( Horizontal Mull Mull Length Multiple Mulled Units I \pening Width 1 Chkd By Date: 4/28/00 Mull Length Dote: Revisions: ) ascription: PRESSURE CHARTS HEAVY WALL MULLION Series /Model: Scale: Sheet MULLS I NTS 6 c( 6 APPROVED AS COMPLYING WIN THE SOUTH FLORIDA BUILDING CODE DA JUN ; ,, BY /i /.___.. . .� PR r• M :. • DIVISION AIP BUILDING CODE COMAPWJ* E OFFICE ACCEPTANCE NO. pl - 0 3 2 3 - Drawing No. 6621 63.000 MAX 74.125 MAX 4 0 LARGE MISSLE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16" ANNEALED W/ DUPONT 457 SENTRY GLASS B. 3/16" HEAT STRENGTHENED W/ DUPONT 45? SENTRY GLASS 2.) CONFIGURATIONS: XO or OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 6" FROM EACH CORNER 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD de SILL: 12.000 MAX. SPACING AT JAMBS: 12.000 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REF. TEST REPORT FTL -1821 DESIGN PRESSURE RATING FOR GLASS TYPE B - 3/16" H.S. W/ SENTRY GLASS ALL SIZES TO 74.125 WIDE x 63.000 HIGH COMPARATIVE ANALYSIS FOR: GLASS TYPE A - 3/16" A WI SENTRY GLASS WINDOW WIDTH 48.000 53.125 60.000 66.000 72.000 74.000 W NDOW HEIGHT 26.000 NEG -55.5 -55.5 -55.5 -55.5 -55.5 -55.5 POS 55.0 55.0 55.0 55.0 55.0 55.0 38.375 NEG -55.5 -55.5 -55.5 -55.5 -55.5 -55.5 POS 55.0 55.0 55.0 55.0 55.0 55.0 50.625 NEG -55.5 -55.5 -53.2 -49.6 -47.3 -46.5 POS 55.0 • 55.0 53.2 49.6 47.3 NEG -55.0 POS 55.0 63.000 NEG -55.5 -48.0 ' -41.1 -38.1 -36.7 -36.5 POS 55.0 48.0 41.1 38.1 36.7 36.5 46.5 NO. 6 7 8 9 10 16 18 19 20 25 26 SASH T2 RAIL . SASH BOTTOM RAIL GLAZJNC.READ - ' 1 4" WINDLOAD ADAPTER FLANGE FRAME HEAD FLANGE FRAME SILL FRAME SILL ADAPTER SASH T?P & BOT. RAIL SCREEN RETAINER 3 16" Annealed Gloss .3 16" Ant. Glass w /Dupont 457 1/4" Tempered Glass 1 "x1 2'x 3" OPEN CELL PAD 6 x 1.000 PH. PAN SMS 8 x .375 PHIL. P.H. TEK 612229 612230 612234 612236 612237 612238 612239 612240 6532377 76X 1 PPA 78X38PPT ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX PPG. LOF !arr. b Romo.. lericom PPG. LOF MERCHANTS FASTENER MERCHANTS FASTENER 7856A MERCHANTS FASTENER 781 POA MERCHANTS FASTENER 71096 70250 70251 71092 7BRWHL2 61062W MI.V. DIE CASTING MASTER TOOL MASTER TOOL MASTER TOOL VINYL-TECH P.G.T. SCHLEGEL CORP. 62899 DOW CORNING 6TP249 . TEAM PLASTICS 6TP247 TEAM PLASTICS 612244 ALUMAX 6TP248 TEAM PLASTICS 1 1 1 1 1 2 1 3 © each wee hole Anti-lift Channel 4 Windlood Ado. ter Sweee Latches 2 meet. roil 11 1 2 from ends 2.25 from ends, 1 t cen. 2.25" from ends 1 ® cen. 11x0 eo. end of vent bottom 2 •er. Roller Housine. Vent top /bot. & meet. roil Vent 'omb Glozin a Beod 02611111743011111 frame head- vent mids a on 1d) ed. end of meet. roil G/azin a 'Bead Y 16 BM AF -12229 AF -12230 AF -12234 AF- 122.36 AF- 122.37 AF -12238 AF- 12239 AF -12240 532377 PGT. 214. XX 7 -4410 -250 7 -4410 -251 70.312 F57826-18 7 899 TP -249 TP -247 ' AF -12244 TP -248 28 29 30 FLANGE FRAME JAMB FIXED MEETING RAIL Mi V. T. 612225 612228 VENDOR ALUMAX ALUMAX QTY. /LOCATION VENDOR# 2 1 AF -12225 AF -12228 DESCRIPTION 8 x .500 PHJL. Fl SMS ,¢ x 1 000 PHJL. P. H. SMS SWEEP LATCH WEEP hOUSING WEEP . PAP ROLLER HOUSING BRASS WHEELS Wstp. - ' PIETA FJNSEAL SILICON WEATHERS :RIP, BULB VINYL Wst.., 71-111-I WALL BULB VINYL ANTI -L1FT CHANNEL r 4 1 4' OPEN CELL PAD Wst•., i; -Il(;K WALL BULB VINYL NON- IMPACT WINDOWS 1.) GLAZING 0PTI01 A. 3/16" ANNEALED B. 3/16" HEAT STRENGTHENED C. TEMPERED 2.) CONFIGURATIONS: XO or OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS 'ABt.ES ON SHEET 3 4.) ANCHORS: SEE COMPARATIVE ANALYSIS 'ARLES ON SHEET 3 5.) SHUTTER REQUIREMENT :: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6) REF TEST REPORT FTL -1820 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING Ar HEAD de SILL: 12.000 MAX. SPACING AT JAMBS: 12.000 5.) SHUTTER REQUIREMENT.: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REF. TEST REPORT FTL -1819 mr_ INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, R J4275 P.O. BOX 1529 NOKOMIS, FL 34274 Revs9y: Drown BY D.B. Series /model: HS -710 ate• . D 4/16/02 7711/01 Dote: 1 7/73/97 Scci : NTS Revisions: ADD SENTRY GLASS C.A Revisions: Description: E! EVATIDN, IMPACT & NON- IMPACT OX nue: A' UMINL M HORIZONTAL SLIDING WINDOW Sheet: ' 1 of 5 . PRODUCT REVISED as complying with llu florid* ie1* Balding Code Accepeaeecc Nu 01 -01/ 9./Z. . Esplratlon [>yyle�t 30 LOO fatal Dedc Product Div Woo Drawing No. 4111 Rev: D Robert L. Clori:. P.L. 'Ed'.3i12 Ztructural NON- IMPACT WINDOWS 1.) GLAZING: 1/4" TEMPERED 2.) CONFIGURATION_'': XO or OX 3.) DESIGN PRESSURE RATING: +55.5 P.S.F., -55.5 P.S.F. 4.) ANCHORS: MAX. 6" FROM EACH CORNER 63.000 MAX 58.250 MAX DAYLIGHT OPENING ROUGH OPENING 2.710 00 ROUGH OPENING /f — . 5 VERTICAL SECTION 57.000 MAX DAYLIGHT OPENING REFERENCE: FTL-1813, FTL-1820 & FTL —1821 ROUGH OPENING 2.784 CORNER DETAIL BUTT JOINT .705 33.625 MAX ---- DAYLIGHT OPENING .500 GLAZING OPTION: 3/16 ANNEALED 3/16 HEAT STRENGTHENED OR TEMPERED Rc5!rt ! C!cr✓, P.E. :E ;3371? Structural 2.643 �1 12 74.125 MAX HOR'ZONTAL SECTION 33.625 MAX r-- DAYLIGHT ----- OPENING GLAZING OPTION: .3/16 ANNEALED W/ DUPONT 457 3/16 HEAT STRENGTHENED W/ DUPONT 457 T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 3.275 P.O.. BOX 1529 • NOKOMIS, FL 31274 Revsd By: FK Revsd By: FK Description: - SECTIONS,' IMPACT & NON — IMPACT Drawn B Dote: D.B. 11/13/97 Title: ALUMINUM HORIZONTAL SLIDING WINDOW Series /Modal: HS -710 Dote: 4/16/02 Date: 7/11/01 Scale: NTS GLAZING OPTION: • 1 /4" TEMPERED Revisions: ADD GLAZING OPTIONS Revisions: Sheet: 2 of5 .500 2.784 °rowing No �- ROUGH • OPENING £RtODUCT REVISF.D as couplying with the Florida. Bolting Code Acceptance No OZ- OY( .(2_ Expiration DntcTvlr 70 BY n rodu t C a6[rol Division 4111 Rev: 0 COMPARATIVE ANALYSIS FOR: GLASS: 3/16 ANNEALED NOTES: 1.') Numbers in () parentheses are quantity of anchors per side. . FTL -1820 Window Width 2.)'Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 26.000 (2) 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. =fi 4.) Numbers are for #12 screws or 1/4" Tapcons. ' neg 5.) (1) anchor 4" frorn each side of meeting rail is required. neg (Total o' (2) anchors at each meeting rail) neg Anchors 6" from each corner and as follows: neg Max. spacing at head & sill = 15.250" ' MAX.. SIZE 24.000 Max. spacing at jambs = 12.500" 74.125 x 63.000 Window 66:70 Window Hei•ht Width - 135:00_ 26.000 (2). 8.375 3 0.625 4 63.000(5) 26.500 (4) - 135.00 neg - pos neg pos 66.70 pos neg pos 24.000 (4) - 120.00 66.67 - 120.00 , 66.67 - - 120.00 66.67 . - 120.00 66.67 26.500 4 - 120.00 66.67 - 120.00 66 .7 - - 120.00 66.67 - 120.00 66.67 .00 66.70 - 120.00 66.67 I5 ey_zi! 1" 6• _' = i _ 10 66.67 -91.90 66.67 48.000 (4) - 120.00 66.67 - 89.30 66.67 -67.60 66.67 -57.20 57.20 53.125 (6) - 107.70 66.67 -80.30 66.67 -58.40 58.40 -48.00 . 48.00 60.000 (6) -85.50 66.67 -72.30 66,67 -53.20 53.20 I -41.10 _ 41.10 66.000 (6) -73.10 66.67 -67.30 66.67 -49.60 49.60 I -38 :10 38.10 72:000 U -63.50 63.50 -58.60 58.60 -47.30 47.30 ( -36.70 36.70 74.000 (6) -60.S0 60.90 -55.50 55.50 -46.50 46.50 1 -36.50 36.50 COMPARATIVE ANALYSIS FOR: GLASS: 3/16 HEAT STRENGTHENED are Quantity of anchors per side. OR TENPERED FTL -1820 Table ASTM E1300. Pressure. , MAX. SIZE 74.125 x 63.000 NOTES: 1.) Numbers in ( ) parentheses 2.) Negative Design Loads based on Comparative Analysis and Glass 3.) Positive Design Loads based on Comparative Analysis and Water Test 4.) Numbers are for #12 screws or 1/4" Tapcons. 5.) (1) anchor 4" from each side of meeting rail is required. (Total of (2) anchors at each meeting rail) Anchors 6" from each corner and as follows: Max. spacing at head & sill = 15.250" Max. spacing at jambs = 12.500" Window Width 2.) Negative Design Loads based on Comparative Analysis and Glass Window He. ht _ 26.000 (2) 38.375 (3) =fi 63.000 (5) neg pos neg pos neg pos neg pos 24.000 (4) - 135.00 66:70 _ - 135.00 66.70 - 135:00_ 66.70 - 135.00 66.70 26.500 (4) - 135.00 66.70 - 135.00 66.70 - 135.00 66.70 - 135.00 66.70 37.000 (4) - 135.00 66.70 - 135.00 66.70 - 119.40 66.70 -91.90 66.70 48.000 4) - 131.90 66.70 - 131.90 66.70 -98.60 66.70 -74.70 66.70 1 37.000 - 107. ?0 66.70 - - 107.70 66.70 10, 66. t) -69.20 66.70 60.000 (6) -85.90 66.70 -84.40 66.70 -84.40 66.70 -63.50 63.50 66.000 S6) -73.10 66.70 -69.80 66.70. -69.80 66.70 -59.60 59.60 72.000 (6) -63.50 63.50 -58.60 58.60 -58.60 58.60 -56.40 56.40 74.000 (6) , . -60.f0 60.90 -55.50 55.50 -55.00 55.50 -55.00 55.00 COMPARATIVE ANALYSIS FOR: GLASS: 1/4 TEMPERED' NOTES: 1.) Numbers in ( ) parentheses are quantity of anchors per side. FTL -1819 - 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #12 screws or 1/4" Tapcons. _ 5.) (1) anchor 4" from each side of meeting rail is required. (Total of (2) anchors at each meeting rail.) Anchors 6" from ea :h corner and as follows: Max_ s3acing at head & sill = 15.250" MAX. SIZE Max. spacing at jambs = 12.500" 74.125 x63.000 • Window Window He' ht Width 26.000 2 38.3 5 3 50625 4 63.0xs reg pcs neg , pos - % pos - neg pos 24.000 (4) - 190.00 66.70 - 190.00 66.70 - 190.00 66.70 • - 190.00 66.70 26.500 (4) . -193.00 66.70 - 190.00 66.70 - 190.00 66.70 - 190.00 66.70 37.000 (4) - 190.00 66.70 - 190.00 66.70 - - 172.10 66.70 - 132.50 66.70 48.000 (4) - 190.00 66.70 - 190.00 66.70 - 142.10 66.70 - 107.60 66.70 0 53.125 (6) - 155.30 ' 66.70 - 155.20 66.70 - 132.80 66.70 -99.70 66.70 60.000 (6) - 123.90 66.70 - 121.70 66.70 - 121.70 • 66.70 -91.50 • 66.70 66.000 (6) - 105.30 66.70 - 100.60 66.70 - 100.60 66.70 -85.80 66,70 72.000 6 -91.60 66.70 -84.50 66.70 -84.50 6. 70 -8 0 66.70 -87.80 66.10 � -8�A0 ... ._�":'i � �_.- - - -s. -' � •I� 6.. r+l REFERENCE TEST REPORTS: FTL -1819 & FTL -1820 Robert L. Clark. P.E. FE #39712 Structural INDUSTRIES 1070 TECHNOLOGY 04IVE NOKOMIS, FL 342 75 F.O. BOX 1529 N0f0k1IS, F1 .342;4 Rend B Re ?R By: Drawn By: D.B. Date: 4/16/02 7 . 1/01 Date: 1 1/13/9 7 Description: COMPARATIVE ANALYSIS, NON-IMPACT rrle: ALUMINUM HORIZONTAL SLIDING WINDOW Series /Model: HS -710 Scale: NTS Revisions: ADD 3/16 HS C.A. Revisio Sheet: 3 of 5 . PRODUCT REVISED as comNyiag with the Florida Holding Code AcrepteaceNo 02- . Ylf• / L Espiral uu Date 7.4 M nil Pruducy Dirlslua de4 Drawing No. 2 111 • ' .250 . Q•• • • • - TYP, HtA D • • t II t i 1.250 • 4 / - TY ?. SILL • .11 . It 1•I • . • 1 -1 . . 1 x WOOD • BUCK .250 MAX. 1/4" T,PCON SEE SPACING ON SHEET 1 1 /4 " TAPCON 7 — SEE SPACING ON SHEET 1 r. 250 MAX. f REFERENCE: FTL —18 9, FTL —1820 & F TL —182 2 x W000 BUCK 1.250 TYP HEAQ •4 TYP, SILL. 1.250 } .250 MAX. /12 PANHEAD SEE SPACING ON SHEET 1 112 PANNE/0 SEE SPACING ON SHEET 1 .250 MAX. 2 x WOOD BUCK, Robert ! . Clem, P.E. PE j39712 Slructurnl INDUSTRIES .1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 TYP. JAMB TYP. JAMB e. • ReFK By: Re ?K By: Grown By: D. B. Description: Tice: Series ode,: HS -710 - ' � b. • 2 x W000 BUCK —1.25 1 x WOOD BUCK Da e: 4216/02 Gate: 1/13/97 ANCHORAGE j-•- 1.250 -1 Scale: NTS Revisions: NO CHG THIS SHT Revisions: Sheet: 112 PANHEAD SEE SPACING ON SHEET 1 1/4" TAPCON SEE SPACING ON SHEET 1 PRODUCT REVISED as complying with the Florida lluuliaq Cndt Acceptance No 0 1 • WIC- I L Ecpltatinn Date +;l local Dadc Product Cool Division 6 ALUMINUM HORIZONTAL SLIDING WINDOW of 5 Drawing No.. 4111 Rev: 1 2. X84 �-- .705 .062 --� k- .737 FLANGE FRAME 6063 -T5 ALUM. . 678 . -{ r . 1.057 O 1 /4 " GLAZING BEAD .062 1.349 1. 187 .062 - 1 1.403 FIXED MEETING RAIL 6063 -T5 ALUM. .688 --i © WIND LOAD ADAPTER 6063 -T5 ALUM. ® SASH TOP & BOTTOM RAIL .062 1. 187 1.081 1 ® SASH TOP RAIL 6063 -T5 ALUM. � FIANCE FRAME HEAD 6053 -T5 ALUM. 1.122 1.970 J 1.349 1.291 4 SASH BOTTOM RAIL 6063 -T5 ALUM. .062 -- -II- -- k2.71Q FLI4NCE FRAME SILL 6063 -T5 ALUM. 2.094 PRODUCT REVISED as complying with tie Florida Huiding Cafe AcceptaeceNo Z Expiration DatCZ I d To teas 90 FRAME SILL ADAPTER 6063 -T5 ALUM. REFERENCE: FTL -1819, FTL-1820 & FTL -1821 6063 -T5 ALUM. / �l Rot :rt 1. Clark. P.. , c ;135712 Structural r INDUSTRIES 1077 TECHNOLOGY DRIVE KOKO0..115. FL .34275 P.O. BOX 1529 AOKOAUS. FL 34274 Re vsd K 9y: Re .21 Sy: Drown By: D.B. Da e: Revisions: 4/16/02 NO CHG THIS SHT /71 1 /o Date: /1/13/97 Revisions: ti 0escription: EXTRUSION PROFILES rate: ALUMINUM HORIZONTAL SLIDING WINDOW Series/Model: HS -710 Scale: NTS Sheet: 5 a 5 Drawing No. 4111 Rev: D 7 1/2 " 95.750 MAX. 7 1 /2 " ---I \\ \ 2 POINT LOCK OPTION 37.500 --- 13' --- MAX. ON CENTER 7YP. HEAD & SILL \ — 7 1/2" 5 1/2" 13 5" 13.5" 1 TYP. MAX. 5 1/2" SEALANT ON FRAME CORNERS & PANEL CORNERS 7 1/2" 95.750 .14 7 1/2" --� / / 2 POINT LOCK OPTION 13 --- MAX. ON CENTER TYP. HEAD & SILL Robert L Clark, P.E. P.E. #39712 Structural 71.750 2 \I ■ 7 1/2" ---I t 7 1/2" 5 1/2" i 13..5' 13.5" TYP. MAX. 11 5 1 SEALANT ON FRAME CORNERS & PANEL CORNERS LARGE MISSLE IMPACT DOORS 1.) GLAZING: .401 /.464(„4MINATED W /INTERLAYER (MONSANTO OR DUPONT) 2_) CONFIGURATIONS: 3.) DESIGN PRESSURE 3....464 LAM.: +75 P.S.F. —75 P.S.F. .401 LAM.: +60 P.S.F. —60 P.S.F. 4.) ANCHORS: MAX. 7 1 /2 " FROM CORNERS (HEAD & SILL) MAX. 5 1/2" FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUT I IRS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2241 7.) FOR LOCKING ASSEMBLY OPTION — SEE SHEET 3 OF 4 PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No 0Z -0 7-01. I Ezpira on Date 11! Z2 leg" Dade Product Control Division PRODUCT RENEWED ACCEPTM. JCS No. C ' \' G y ti • ° 4 EXPIRATION t)AlE 1`10 C 27 200 By \ Ski \ . PitU()UCT a) alk. DIVISION i3tsriDnrc; CODC COMPI,.WINCE oFP CE Revisions: D) added 2pt. lock info Material: Revsd By: Date: D.B. 11/17/00 Drown By; D. B. Chkd By Date: Date 6/98 To1ervnce, Unless Notea: hectic= t 7/64 Deck's/ .02 ± Decimal .0(X t Angular. t 1' Series /,Model: SWD -101 PGT NO: 1 VENDOR. NO: 1070 Technology Dr. Nokomis, Fl. 34275 Description: French Door — X, XX Scale: 1x Sheet: 1 Pi INDUSTRIES Drawing No. 971 Rev 0 95.750 93.625 .489 EXTERIOR 4.000 ROUGH OPENING SEE SHEET 3 FOR ANCHORS .250 MAX. SHIM SPACE ROUGH OPENING ■ 1.489 .250 MAX. SHIM SPACE �-- 3.000 --4 ROUGH OPENING 1 84 3/4" DAYLIGHT OPENING i MAX. SHIM . 250 SPACE 1.479 1 VERTICAL SECTION INTERIOR 34.625 TYP. 8077-1 PANELS ACTIVE PANEL f 25" DAYLIGHT OPENING Ro rt . Clark, P.E. P.E. #39712 Structural HORIZONTAL SECTION Revsd BY O.B. INTERIOR 71.750 EXTE IOR Revisions: 0) added 2 pt. lock info. Material: Dote: 11/17/00 Drawn 8r D.B. Chkd By Date: Date: 2/16/98 Tokivnces Unless Noted: Froctionr t 1/64 Dbdmal.ax Decimal .DV f Mgufar: f 1' Series /Model: SWD -1,01 PGT NO INACTIVE PANEL 1070 Technology Dr. Nokomis, Fl. 34275 VENDOR NO Scale: -- .250 MAX. SHIM SPACE L1.480 PRODUCT REVISED as emrplyhag with the Florida Bedding Code AooeptaaQ No. 02 -0 401.. 12 Ezpieut/A Date /Ij 2.2 Dade Product Control Division ROUGH OPENING PRODUCT RENEWED ACCEPTANCE No I— 04 11 • DPI . EXPIRATION DATL NOtia&ifEP2Z By S1A0 L.VAtil Fizoouct tpKr*1OiviStos MOLDING CO% QOMPL 4CE OFFICE Description: French Door — Elevations Sheet: 2 af4 � INDUSTRIES Drawing No. 971 Rev-. D 3 POINT LOCK ASSY. 2 POINT LOCK ASSY. vl Material: Revsd By: Date:. D.B. 11/17/00 Robert L. Clark, Fwn B P.E. #39712 0.8. Chkd 8y 1/8 ANN. Revisions: 0) added 2 pt. lock info anaa.iiu 3/16 ANN. .250 — F MAX. SHIM SPACE Date: .090 Dote: 2/1 5/98 3.000 LAM. Ye/MONSANTO SAFLEX PVB INTERLAYER OR .401" LAM. Ye/DUPONT BUTALITE INTERLAYER SEE NOTE 3 ON SHEET 1 DESIGN PRESSURE RATING; ±50 psf, Tolemnce, Unless Motet Froclonr t 1/64 axing .act f D thid .0017 Mpudvr: t 1' series /Modek SWD -101 Description: 1.489 French Door — PGT NO: VD1DOR NO: 1070 Technology Dr. Nokomis, Fl. 34275 3/16 ANN. -- .090 rrroaAru 3/16 ANN. -�- .250 J MAX. SHIM 1- 3.000 --{ SPACE PRODUCT REVISED as complying with the Florida . Buhling Code - Acceptance No 0Z -0 O1. 12 Eipiratloa Date I1/ Z Z 10(e de Product Control .464" LAM. W /MONSANTO SAFLEX PYB INTERLAYER OR .464" LAM. W /DUPONT BUTALITE INTERLAYER SEE NOTE ON SHEET 1 DESIGN PRESSURE RATING: 1.75 psf, B Division 1.489 PRODUCT RENEWED ACCEPT/44C! No. OI -0411 . o L-I EXP1R tT1O.V DATE N 1) 4 L (1E/12 20Db By S�� .1 . • Riocit nuan rid cat Exploded /Glazinq Scale: Sheet Drawing No. 3014 971 r INDUSTRIES . f ITEM DESCRIPTION V.T. # 60375 QTY. /DESCRIPTION VENDOR ALUMAX VENDOR t. AF -10375 1 DOOR HEAD /SILL 2 DC-OR JAMB . HINGED 60376 ALUMAX AF -10376 3 DOOR ASTRAGAL 60377 ALUMAX AF -10377 , 4 .250 x .187 FINSEAL STR /P 67924G 8 (2 /each door top & bot. rail) SCHLEGEL CORP. FS7924— 187 5 DOOR W —STRIP CHANNEL . 60379 ALUMAX AF -10379 6 FRAME JAMB - 60380 . ALUMAX AF -10380 7 FRAME HEAD 60411 ALUMAX AF -12376 :.5e-1 - ' : + '� " ` .: •.. • ' ' 8 GLAZING. BEAD (ROLL FORM) 65170 FLORIDA SCREEN - .' 1 - � a - 9 OUTSWING THRESHOLD • 61069M ALUMAX AF -12375 t/boD r � tt�� 1 � - sue u 2 x W000 BMW �� ,��. _ 10 5 %16x18 THREADED ROD 6TRODA 60378M 4 1 /door top & bot. rail) 8 2 /ea. door top & bot. rail . 8 2 /ea. door top & bot. rail) FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL AF — 10378 11 TRUSS CLAMP 12 5/16x1/16 TRUSS WASHER 7WASHA 13 5/16x18 TRUSS NUT 7JNUTA 8 2 /ea. door top & bot. rail) FASTEC INDUSTRIAL 14 FRAME SCR. - COVER CAP 41722W PGT INDUSTRIES 41722W L. 1/4 TAPCON ® TYP. HEAD L. - - /12 FLATHEAD ® TYP. HEAD 15 STRIKE PLATE 7955X CAMCORP 16 STRIKE PLATE INSERT 41721 PGT INDUSTRIES 4 17 10x3/4 SCR. FLT. HD. PHIL 71034A MERCHANTS FASTENER MEAD ) � a UCx ' M w • -' 18 HINGE ASS'Y. - 7FRMOW 6 (3 frame jambs) NATIONWIDE IND. 19 10x.625. FLT. HD. PHIL 71058FP 71Ox12PPW 26 6 /hinge — hinge —door jamb MERCHANTS FASTENER 30 5 /hinge &hinge —frame jamb MERCHANTS FASTENER - 20 . 10x1 2 FLT. " HD. PHIL. /BOTT_ 21 , TCP SLIDE BOLT LOCK 41720 7612FW 2 1 ® too /bot. of I.h. astragal PGT INDUSTRIES 4 . 2 slide bolt locks MERCHANTS FASTENER 41720 22 6x1/2 FLT. HD. PHIL. 23 8x1 1/2 SCR. PN HD. QUAD. 781124 6SM55W 12 (6fhead & sill • - FASTEC INDUSTRIAL SCHNEE MOREHEAD SM5504 24 ' SEAM SEALER 25 LOCK SUPPORT ASS'Y. 4UBLOK_ 3 1 /lock) PGT INDUSTRIES 4UBLOK 26 6x3/4 FLT. HD. PHIL_ 7634F 6 2 /lock support asst, FASTEC INDUSTRIAL 27 .200 x .190 QLON 6Q200K 5 1 /astragals, fr. jambs & head) SCHLEGEL CORP. 4 1 /astragals & frame jambsSCHLEGEL CORP. 1 ®. r_h. o of f PGT INDUSTRIES 0200X190 Q375x190 FDJPTAY 1 �� 28 -375 x .190 QLON 6Q300W FDJPTAY 29 NT 3 POICK ' Y. LO ASS . UM ,= • - - : . _a lauffman mil - _ ' 30 LOCK (ACTIVE) 7LOKAP 1 = r.h. astragal HARLOC 100 31 LGCK (/DUMMY) 7LOKIP 1 ®r. h. aastr stragal HARLOC 880 32 DEAD —BOLT LOCK 7BLT!P 1 ®r.h. astra al HARLOC 820 1 1 ' ��' ' • �, " 33 .40 1. LAM. W /MONSANTO H.P.G. 34 SILICONE 62899C DOW CORNING 899 .. - : � r ` JO 1/4' TAPCON ,: AMAX. ® M 1 I— sva � TYP. JAMB TYP. JAMB 35 7'12 Ph. Pn. SMS • 36 1 4' TAPCON 37 .401 LA DUPONT H.P.G. 38 _454 LAM. W DUPONT H.P.G. 39 _4.54 LAM. W MONSANTO H.P.G. 1 (® r.h. astragal) PGT INDUSTRIES SPENCER PRODUCTS : 40 2 POINT LOCK ASSY.. 41 , 8 x .75 Ph. Fl. Tek 7834FPT 1 x BUc / 12 P O r Robert L Clark, RE- P.E. #39712 Structural Revisions: D) added 2 pt. lock info MateriaL Revsd By D.B. Dote: 11/17/00 Drown By: D.B. Chkd By: Data: Date: 2/16/98. Tolerances Unless *test Fvt it 1/64 Dec i,d .X Decsnd .000 ± Mgulor- ± Senies/ModeL SWD -101 1070 Technology Dr. Nokomis, Fl. 34275 INDUSTRIES Description: French Door — Anchorage /B. D. M. PCT NO: VENDOR NO: Scale: Sheet 4a4 Drawing No. 971 Rev:: • D. 1/4' TAPCON 1.175 MIN. ). I TYP. SILL .313 MAX. GROUT MUST TRANSFER 91E4R LOAD 10 SLAB. PRODUCT REVISED as complying with the Florida Bidding Code Acceptance No 02 - O70I.1 Expiration Dane • d/ 22 /04 Dade Ptodact Coatro) Dhidea Pr- tODUCT REN W - 3;, ACCE17A44CS Na. 6 0 - o y Danz-ft DAlt No'E1'•t 5e'7_ 221 2co lay ' S�.4 ' - PFtthlVl IX 1 SURFACE APPUED FALSE MUNTINS OPTIONAL I V II II - 11 II 11 II - II II 11 it II .II MAX. HEAD/SILL CORNERS •1/4" GE LEXAN MR7 CLEAR POLYCARBONATE a z •-) WINDOW WIDTH 92" II II 11 II r II 95" D.L OPG. 1 i it 1� �I 11 11 t�• . II � lI 11 II — II -H 11 II 1/8" HEAT STREN'D GLASS 1 11" MAX. AT _ HEAD /SILL TYPICAL ELEVATIONS TES I LO UNITS 16 ' LAMINATED G LAS .090 PVB INTERLAYER SAFLEX /KEEPSAFE BY 'SOLUTIA' 1/8" HEAT STREN'D GLASS 5/16" LAM ED GLASS 4 3/4" MAX_ HEAD /SILL CORNER 1 A. " 3/16' HEAT STREN'D GLASS. .090 PVB INTERLAYER SAFLEX /KEEPSAFE BY 'SOLUTIA' 3/16" HEAT STREN'D GLASS F 7 m 2 m 0 to 0 1 MAX. AT HEAD /SILL 4 3/4" MAX. HEAn /SILL CORNER • 1 41 39" WINDOW WIDTH 35" =4 • Etgr: OR. i 0UN f.R000 STRUCTUR rIA PE # 16557 ,CAN 353e D.L OPG. II I Ii 1 1: 1 ,j%i- 1 I I -// i I 1 1 1 1 11 MAX. AT HEAD/ SILL NOTES; i :THIS PRODUCT I5 ,DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE - ZONE -0F THE: 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER; ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED 8Y" PREVAILING BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A pip as compty - Mg rwith the Fitirid z tai i ia' Cede Daly Q T. , 2003 NOA D3= 6114m! Dade Prodac D "isio¢ / ) 0 0 0 EL w x M Z -J 0 0 0 1 In w w to cn 0 C) 0 0 0 '0 '0 0 N m 0 0 0 1 N O 0 T is - o N t�) to N c0 N 0 0 r7 0 0 3 tr 0 r7 0 3 Z Q I 0 U t U drawing no.1 1 1AIF. 7 7 i WINDOW WIDTH 44" . D.L OPG. 1 II I i � SURFACE APPUED FALSE MUNTINS OPTIONAL I V II II - 11 II 11 II - II II 11 it II .II MAX. HEAD/SILL CORNERS •1/4" GE LEXAN MR7 CLEAR POLYCARBONATE a z •-) WINDOW WIDTH 92" II II 11 II r II 95" D.L OPG. 1 i it 1� �I 11 11 t�• . II � lI 11 II — II -H 11 II 1/8" HEAT STREN'D GLASS 1 11" MAX. AT _ HEAD /SILL TYPICAL ELEVATIONS TES I LO UNITS 16 ' LAMINATED G LAS .090 PVB INTERLAYER SAFLEX /KEEPSAFE BY 'SOLUTIA' 1/8" HEAT STREN'D GLASS 5/16" LAM ED GLASS 4 3/4" MAX_ HEAD /SILL CORNER 1 A. " 3/16' HEAT STREN'D GLASS. .090 PVB INTERLAYER SAFLEX /KEEPSAFE BY 'SOLUTIA' 3/16" HEAT STREN'D GLASS F 7 m 2 m 0 to 0 1 MAX. AT HEAD /SILL 4 3/4" MAX. HEAn /SILL CORNER • 1 41 39" WINDOW WIDTH 35" =4 • Etgr: OR. i 0UN f.R000 STRUCTUR rIA PE # 16557 ,CAN 353e D.L OPG. II I Ii 1 1: 1 ,j%i- 1 I I -// i I 1 1 1 1 11 MAX. AT HEAD/ SILL NOTES; i :THIS PRODUCT I5 ,DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE - ZONE -0F THE: 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER; ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED 8Y" PREVAILING BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. • 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A pip as compty - Mg rwith the Fitirid z tai i ia' Cede Daly Q T. , 2003 NOA D3= 6114m! Dade Prodac D "isio¢ / ) 0 0 0 EL w x M Z -J 0 0 0 1 In w w to cn 0 C) 0 0 0 '0 '0 0 N m 0 0 0 1 N O 0 T is - o N t�) to N c0 N 0 0 r7 0 0 3 tr 0 r7 0 3 Z Q I 0 U t U drawing no.1 1 1AIF. 7 7 i DESIGN LOAD. CAPACITY - PSF LARGE MISSILE IMPACT RESISTANT WINDOWS, SHUTTERS NOT READ. WINDOW DIMS. 1/4" TEXAN 5/16" LAM. GLASS 7/16" LAM. GLASS WIDTH LENGTH EXT.( +) 1NT.(-) EXr.( +) 1NT.(-) Da_ (+) 1NT. (-) 24" 30' 36" 42" 48" 54" 60" 66" 72' 36' 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0. 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 80.0 70.0 70.0 80.0 80.0 Z 24" 30" 36" 42' 48" 54" 60" 69.4 69.4 80.0 80.0 24" 30" 36" 42' 48" 54" 60' 66" 72" 42" 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.D - 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 800 80.0 70.0 80.0. - 70.0 70.0 80.0 80.0 70.0 80.0 70.0 70.0 80.0 80.0 24' 30" 36' 42' 48" 54" 60" 66° 72" 48" 66.0 66.0 :. 70.0 70.0 80.0 80.0 66.0 - 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 - 70.0 80.0 80.0 66.0 66.0 68.2 68.2 80.0 80.0 - 66.0 66.0 68.2 68.2 - 80.0 80.0 66.0 66.0 68.2 68.2 80.0 80.0 66.0 68.2 68.2 80.0 80.0 66.0 57.6 67.5 67.5 80.0 80.0 24" 30" 36" 1 42" 48' 54" 60' 66" 72" 54" 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 68.2 58.2 80.0 80.0 58.7 58.7 60.6 60.6 80.0 80.0 96" 58.7 60.6 60.6 80.0 80.0 / 58.7 � 60.6 60.6 80.0 80.0 .�'�_ 66.0 60.6 60.6 80.0 80.0 24" 30" 36" 42" 48" 54' 60" 66" 72" 60' 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 68.2 68.2 80.0 80.0 58.7 58.7 60.6 60.6 80.0 80.0 52.8 52.8 54.6 54.6 80.0 80.0 222='= 54.6 - 54.6 80.0 80.0 - 22>-<: - _ -- 1 70.0 80.0 80.0 80.0 DESIGN LOAD CAPACITY - PSF Lk:RGE MISSIL _ RESISTANT WINDOWS, SHUTTERS NOT READ WINDOW DIMS. .. 7/16 GLAS WI DTH LENGTH EXT.( +) 1NT.( -) EXT.( +). 1NT.( -) EXT.( +) 1NT.( -) 24" 30" 36' 42' 48" 54" 60" 66 "< 66" 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 68.2 68.2 80.0 80.0 58.7 . 58.7 60.6 60.6 80.0 80.0 52.8 52.8 54.6 54.6 80.0 80.0 y 73.7 73.7 - 24" 30" 36" 42' 48" 54" 60" 72' 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 69.4 69.4 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 67.5 67.5 80.0 80.0 58.7 58.7 60.6 60.6 80.0 80.0 52.8 52.8 80.0 80.0 24" 30' 36" 42" 48" 54" 60" 78' : - 66.0 66.0 70.0 70.0 80.0. 80.0 66.0 66.0 70.0 70.0 80.0 . 80.0 66.0 66.0 64.0 64.0 80.0 80.0 66.0 66.0 67.3 67.3 80.0 . 80.0 66.0 66.0 62.5 62.5 80.0 80.0 58.7 58.7 .04 80.0 80.0 80.0 80.0 . >-<- < 24" 36" : 48" 54 - OW 66.0 66.0 70.0 70.0 80.0 80.0 6 7 80.0 80.0 66.0 66.0 59.8 9.8 80.0 80.0 66.0 66.0 50.0 50.0 , 80. 66.0 66.0 57.6 57.6 80.0 80.0 58.7 58.7 I >.< 78.9 . 78.9 24" 30" 36" 42" 48" 90 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 70.0 70.0 80.0 80.0 66.0 66.0 56.9 56.9 - 80.0 80.0 66.0 66.0 47.3 47.3 80.0 80.0 66.0 66.1 80.0 80.0 24" 30" 36" 42' 48" 96" 66.0 66.0 70.0 - 70.0 80.0 80.0 66.0 66.0 . 70.0 70.0 80.0 80.0 66.0 66.0 54.5 54.5 80.0 80.0 66.0 66.0 44.7 44.7 80.0 80.0 66.0 66.0 zZ 79.2 79.2 24 30" 36" 42" 102" .-< 70.0 70.0 80.0 80.0 /\ 70.0 70.0 80.0 80.0 54.0 54.0 80.0 80.0 _ 80.0 80.0 24" 30" 36" 42" 108" '....>-< 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 51.6 51.6 80.0 80.0 1 ••■■ 80.0 80.0 24" 30" 36" 114" j'<,. ! 70.0 70.0 - 80.0 80.0 70.0 70.0 80.0 80.0 Z 80.0 80.0 24" _>-<,..._ 70.0 70.0 80.0 80.0 J Euyr: DR. HUI.iNfOUN FAP.00Q . STRUCTURES FLA. PE If. 1E557 C.A.N.. 3538 3 NOTE; WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. lAry�v�e� 23 mr.tal •:3g rsith the Fbrithl Eu -izs "3-:.1- D2te O A# 0 '%4 11: W i Dad ?reduct o - o§ nd C 7 0 0 0 r) tn w N 7 L 0 co b 0 b 0 c 0 0 0 0 • I CO N LA 0 1. r drawing no. 1 SURFACE APPLIED MUNTINS MAY BE USED FOR ANY CONFIGURATION w 3 0 0 3 LT, T 3 0 0 z 3 WINDOW WIDTH - WINDOW WIDTH S S J �. C.D. C.D. C.D. F- ' 0 x 3 0 0 z 3 WINDOW WIDTH WINDOW WIDTH r _ r WINDOW WIDTH WINDOW WIDTH r L L C.DI U C.D. C.D. = CORNER DIST. = 4 -3/4" MAX. S = SPACING = 1 1 " O.C. MAX. f- U W • 3 0 0 3 WINDOW WIDTH WINDOW WIDTH APPROVED CONFIGURATIONS 1- W 3 0 0 z 3 z 0 w 0 0 o z 3 WINDOW WIDTH WINDOW WIDTH Engr: DP.. ••61UMAYOUN FAROOQ STRUCTU?.S ',FLA. PE 16557 C.N. A.: 3538 , WINDOW WIDTH S WINDOW WIDTH —r •iii 1 0 0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES, PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR. SIZE AND SPACING. %_ppry •e? as complying with the �zte G i43ica ;sfie Pr.-.duct t risi0� / co ca , t0 z (7) tO CO F -1 N � y w '0 0 o a o v, U w —0 Z r!) o Z < < o0 C O D cc CC 01 a(/1 w W M csi U' .r) J z N ( 3 O 0 Z 3 0 w z J 0 0 0 r) .(n w E2 cn ai c 0 0) 5 m U Z 2L-J w 0 (/) . M CN N C aw 1 Eli '—" c7) -i CC tr) a) r✓ 0 0 0 c 0 0 • 0 n 0 0 0 v drawing 0 x > ) no. TYPICAL ANCHORS FOR GLAZING STOP_ 6 -1/2" FROM INSIDE CORNER AND 12" O.C. MAX. 1' TYPICAL ANCHORS r- FOR SUB FRAME SEE ELEV. FOR SPACING I 1 1 1 i! I li • 11 li • 19Y OR 29Y _ WOOD BUCKS aQ a . . X S N a° 3YPICAL ANCHORS FOR SUB.FRAME SEE EL£V. FOR SPACING TYPICAL ANCHORS FOR GLAZING STOP _ 6 -1/2" FROM INSIDE CORNER AND 12" O.C. MAX. TYPICAL ANCHORS —FOR SUB FRAME SEE ELEV. FOR SPACING i! l i 1. METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) — STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. TYPICAL ANCHORS FOR GLAZING STOP 6-1/2" FROM INSIDE CORNER AND 12 O.C. MAX. II I I . If 11 II 11 !I !I I i � II TH WOOD BUCKS NOT BY DADE METALS CORP, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING #12 SMS 3/16" TAPCON5 INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY 3/16" HILT] KWIK FLEX SELF DRILLING SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) #1O SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: FRAME CORNERS, INSTALLATION .SCREWS, GLAZING BEAD ENDS AND PERIMETER OF FRAME TO SUBFRAME SEALED WITH WHITE /ALUM COLORED SCHNEE— MOREHEAD ACRYL —R SEALANT. SEE MUWON APPROVALS FOR MULLION TYPE AND SIZE Engr: DR. HUS4AYOUN F 8000 STRUCTURES FLA. FE # 165_'-7 • C.A.N. 11538 Aanso d >v complying with the F ride usu y z .cfse D a.� N OAn f?iharc,1 S': ^C Prodi!S3 as 3 0 0 z 3 0 w Li. z a J 0 0 0 t7 I N w w in L. 1st T 8 co N 0 I drawing no. l MATERIALS LIST ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL _ I MANF. /SUPLIER /RE..MARKS • 1 0- 3000 -2 4 WINDOW FRAME ALUMINUM 6063 -T5 2 D- 3000 -1 4 SUB FRAME ALUMINUM 6063 -T5 3 0- 3000 -3A 4 GLAZING STOP ALUMINUM 6063 -T5 4 SEG -526 AS REQD. FALSE MUNTIN (OPTIONAL) ALUMINUM 6063 -T5 5 701 -29Y AS READ. DOUBLE SIDED GLAZING TAPE - 1/8" X 3/8" 8 2000 AS REQD. GLAZING COMPOUND - SILICONE GE- SILLPROOF 6A 995 AS READ, GLAZING COMPOUND SILICONE DOW CORNING 7 ACRYL -R AS READ. SEALANT - SCHNEE- MOREHEAD } 2000 r i 1.675 .1 00 .775 4 .700 .398 1.900 SUB FRAME 1.675 2000 WINDOW FRAME r _ .939 �{ .563 —� -61.125 GLAZING BEAD 996 045 FALSE MUNTIN .900 o— .093 — .631 —L 065 1.000 1.141 MITERED JOINT CONSTRUCTION 1BY OR.2BY WOOD BUCK D_L. OPG. WINDOW WIDTH EXTERIOR Engr. DR. HUMAYOUN FAROCQ STRUCTURES FLA. PE # 16557 . C.A.N. 5a . AV fan inn TYPICAL ANCHORS FOR SUB FRAME SEE ELEV. FOR SPACING TYPICAL ANCHORS FOR GLAZING STOP 6 -1/2" FROM INSIDE CORNER AND 12" 0.C. MAX A pprovsnnd rs ear-R with the Fizz kit Buiu`tg Olio • l zde PJr0du_l ]ysrv1 c ) nrl 1 1 Il c O ) 9 c 0 0 Uf a .0 a) 0 '0 O C N rn co CD N LO 0 -j W H .0 l 5 J U ) drawing no. 1 .12 MAX_ ITEM 1 2 3 4 5 6 7 8 9 10 11 12 DESCRIPTION FLANGED FRAME HEAD FLANGED FRAME SILL FLANGED FRAME JAMB FIXED MEETING RAIL 612227 612228 SASH TOP RAIL 612230 612231 SASH BOTTOM RAIL SASH SIDE RAIL GLAZING BEAD WEATHERSTRIP — VINYL BULB /16" ANNEALED GLASS 3/16" ANN. GLASS W /DUPONT 457 FILM 6TP247K 1 /4 " TEMPERED GLASS V.T. # 612225 612226 612229 612234 VENDOR ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX. EXTRUSIONS TEAM PLASTICS PPG. LOF LAM. BY ROMAG. VERICOM PPG. LOF 76.000 MAX. 5 ELEVATION NON - IMPACT WINDOWS X 1.) GLAZING: 1 /4 " TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 5.) SHUTTER REQUIREMENT: �"-.r- . nr nrni irncn nT Al 1 /A/CTd1 / dTln 1� 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 , 29 SWEEP LATCH 18 x .625 PHIL FLT. HD. WINDLOAD ADAPTER #8 x .375 PHIL. P.H. TEK WEATHERSTRIP — VINYL BULB \SASH SASH TOP GUIDE SCREEN BALANCE COVER BALANCE WEATHERSTRIP — PILE \FINSEAL SASH FACE GUIDE 16 x .500 PHIL. FLT_ HD. SASH STOP 18 x 1.000 PHIL. P.H. SMS SILICON WEATHERSTRIP — VINYL BULB\SASH 7858WW 612236 78X38PPT 6TP249K 61062W 70251 76X12FPAW 612244 78X1PPA 62899 6TP248K MINIATURE DIE CASTING . MERCHANTS FASTENER CORP. ALUMAX EXTRUSIONS MERCHANTS FASTENER CORP. TEAM PLASTICS MASTER TOOL VINYL TECH_ \PGT WYBORG CALDWELL MANUFACTURING INC. SCHLEGEL CORP. MASTER TOOL SCHERER INDUST. PRODUCTS ALUMAX EXTRUSIONS MERCHANTS FASTENER CORP. DOW CORNING TEAM PLASTICS 13 16 x .750 PHIL. PN. HD. NON- IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16" ANNEALED A. 3/16" HEAT STRENGTHENED OR TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1536 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: FK Revsd By: FK Drown By: R.S. Description: Title: 7658PFAA AQUA FASTENERS Dote: 4/16/02 Date: 1/4/01 Date: 1/27/96 Revisions: ADD SENTRY GLASS C.A Revisions: ELEVATION, NON- IMPACT VENDOR ; AF -12225 AF -12226 AF -12227 AF -12228 AF— 12229 AF -12230 AF -12231 AF -12234 TP -247 PGT. 214. XX AF -12236 TP -249 7 —M 10 -344 STAVE FS7826 -187 7—M10-251 AF -12244 899 TP -248 PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No 6) -44 l q -13 Exp Dat S 17a L Division ALUMINUM SINGLE HUNG WINDOW Series /Model: 1 Scale: 1 Sheet: 1 Drawing No. Rev: DESIGN PRESSURE RATING FOR GLASS TYPE B - 3/16" H.S. W/ SENTRY GLASS ALL SIZES_TO 53.125 WIDE x 76.000 HIGH NEG POS -60.0 60.0 COMPARATIVE ANALYSIS FOR: GLASS TYPE A - 3/16" A W/ SENTRY GLASS WINDOW WIDTH WINDOW HEIGHT - 38.375 - 50.625 63.000 76.000 NEG POS NEG POS NEG POS NEG POS . 37.000 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 40.000 -60.0 60.0 -60.0 60.0 -60.0 60.0 - 56.7 56.7 44.000 -60.0 60.0 -60.0 60.0 -58.2 58.2 -51.7 51.7 1 48.000 -60.0 60.0 1 -60.0 60.0 -53.0 53.0 -47.3 , 47.3 , I 53.125 I -60.0. 60.0 1 -58.2 58.2 I -47.2 47.2 I -42.6 42.6 J 76.000 MAX. 53.125 MAX. ELEVATION LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16" ANNEALED .IN/ DUPONT 457 SENTRY GLASS B_ 3/16" HEAT STRENGTHENED IN/ DUPONT 457 SENTRY GLASS 2.) . CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.)- ANCHORS: - MAX.. 6" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 (8" IN MEETING RAIL AREA) 5.) SHUTTER REQUIREMENT: _ NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL 1531 T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: FK Revsd FK Drawn By: Dote: R.S. 71/27/96 Description: Title: Dote: 4/ 16/02 Date: 1/4/01 Revisions: ADD SENTRY GLASS C.A Revisions ELEVATION, IMPACT By ®I Dade Prbda moo ALUMINUM SINGLE HUNG WINDOW PRODUCT REVISED as complying with the Fl9rida B%(diag Code Acceptance No02 -e1 y.t3 Expiration . 1S 204 76.000 MAX . 34.500 DAYLIGHT OPENING MAX. ROUGH OPENING ROUGH OPENING ClERTICALi SECTION 2.330 ROUGH OPENING 34.500 DAYLIGHT . MAX. 49.562 DAYLIGHT OPENING MAX. — "0" 6 ANNEALED GLASS 3/16" HEAT STRENGTHED OR TEMPERED 48.250 DAYLIGHT OPENING MAX_ — X" 53.125 MAX. ZONTAL SECTIO GLAZING OPTIONS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: FK Revsd By: FK Drown By R.S. Title: NOTES: 1) CORNER CONSTRUCTION: FRAME CORNERS ARE SEALED W/ WHITE SEALANT SCHNEE /MOREHEAD #5504 FRAME HAS BUTT JOINTS. FRAME CORNERS AND FIXED MEETING RAIL ARE SECURED WITH (2) #8x1" PPH SMS 2) WEEP HOLES: (2) 1/2" WEEP NOTCHES AT ENDS OF SILL SCREEN RETAINERS Date_ 4/16/02 Date: 1/4/01 Dote: 1/27/96 Revisions: Revisions: ADD GL4SS OPTIONS ROUGH OPENING 3/16" ANNEALED W /DUPONT FILM — (457) INTERIOR SIDE 3/16" HEAT STRENGTHENED W /DUPONT FILM — (457) INTERIOR SIDE 1 TEMPERED GL4SS SECTIONS & GLAZING OPTIONS PRODUCT REVISED as complying with the Florida Buding Code Acaptan= No 01 - 41 1 11 9. aJ Espies Datef , ve t tu06 Division ALUMINUM SINGLE HUNG WINDOW .490 1 .737 .062 2.274 .062 1.451 � � r 2.784 .705 1 � t_ ALUM_ 6065 —T5 .655 .062 1.707 ALUM. 6065 —T54 OW- ALUM. 6065 —T5 T�- 2.784 2.325 .062 ALUM. 6065 —T5 Ow- 1.969 .062 S2J L L III--- 1.350 � 6 ALUM. 6065 —T5 2.330 y 2.710 L� 1.523 — in .062 .062 ALUM_ 6065 —T5 1.165 1.3 .414 ALUM. 6065 —T5 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 1.023 Title: T 1.403 INDUSTRIES Revsd 8 Dote: FK 4/16/02 Revsd By: 1/ 4/01 Drawn 9y: Dote: R.S. 1 1/27/96 Revisions: EXTRUSION PROFILES 1.187 2.029 ALUM. 6065 —T54 By PRODUCT. N L'v 1SED as complying with the Florida Buidiag Cxle Acrepta.ce Z-oyi9_ �3 Expiration Date St ALUMINUM SINGLE HUNG WINDOW COMPARATIVE ANALYSIS FOR: GLASS: 3/16 ANNEALED FTL -1536 MAX. SIZE COMPARATIVE ANALYSIS FOR : GLASS: 3/16 HEAT STRENGTHENED OR TEMPERED MAX_ SIZE COMPARATIVE ANALYSIS FOR: GLASS: 3/16 ANNEALED MAX. SIZE NOTES: 1.) Numbers in ( ) parentheses are quantity o an ors per side. 53.125 x 76.000 NOTES: 1.) Numbers in ( ) parentheses are quantity of anchors oer side. 53.125 x 76.000 - 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Smallest Fasteners 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for#10 screws or 3/16" Tapcons. - 5.) (2) Anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each meeting rail) - Anchors 6" from each corner and as follows: Max spacing at head & sill = 14" Max_ spacing at jambs = 14" FTL -1536 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Larger Fasteners 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #12 screws or 1/4" Tapcons. 5.) (1) Anchors 4" on each side of meeting rail is required. (Total of 2 anchors at each meeting rail) Anchors 6" from each comer and as follows: Max. spacing at head & sill = 14" Max. spacing at jambs = 14" . FTL -153E Window Width Window Height Window Width Window Height 38.375 (12) 26.000 (12) 38.37 12 _ ' 50.625 (12) _ 63.000 (16) 76.000 (16) 26.000 (8) 38.375 (8) 50.625 (8) 63.0000) 76.000 (12) n pos pos •os . neg pos n -• pos neg pos neg pos neg pos neg pos neg pos neg pos _.� -120.0 69.3 69.3 • • -120.0 69:3 -103.3 69.3 -79.7 69.3 19.125 (4) -120.0 69.3 * -120.0 69 -3 -120.0 69.3 -103.3 69.3 • -79.7 - 69.3 24.000 4 -120.0 69.3 -120.0 69.3 -120.0 . 69.3 -92.6 69.3 - -69.4 69.3 24.000 (4) -120.0 69.3 -120.0 69.3 -120.0 69.3 -92.6 • 69.3 -69.4 69.3 26.500 (6) -120.0 69.3 . -120.0 69.3 -120.0 69.3 -89.6 69.3 - 66.0 66.0 26.500 (6) -120.0 69.3 -120.0 E9.3 -120.0 69.3 -P9.6 * A0.1 -66.0 66.0 32.000 (6) -120.0 69.3 -120.0 69.3 -98.7 69.3 -80.3 69.3 -61.5 61.5 32.000 (6) -120.0 69.3 . -120.0 69.3 -98.7 69.3 - 80.3 69.3 -61.5 61.5 37.000 (6) -120.0 69.3 -120.0 69.3 -84.6 69.3 -69.4 69.3 -60.0 60.0 37.000 (6) -120.0 69.3 -120.0 - 69.3 -84.6 69.3. -69.4 69.3 -60.0 60.0 40.000 (8) -120.0 69.3 -115.4 69.3 -79.2 69.3 -64.7 64.7 - 56.7 56.7 40.000 (8) -120.0 69.3 -115.4 69.3 -79.2 69.3 -64.7 64.7 -56.7. 56.7 44:000 (8) -120.0 69.3 -107.6 69.3 -71.3 69.3 -58.2 58.2 -51.7 51.7 44.000 (8) -120.0 69.3 -107.6 69.3 -71.3 69.3 - 58.2 58.2 -51.7 517 48.000 (8) -120.0 69.3 -101.8 .69.3 - 63.7 63.7 -53.0 53.0 -47.3 47.3 48:000 (8) -120.0 69.3 -101.8 69.3 -63.7 63.7 -53.0 53.0 -47.3 47.3 53:125 (8) - 120.0. 69.3 -93.2 69.3 -58.2 58.2 -47.2 47.2 _ -42.6 42.6 53.125 (8) _ -120.0 69.3 -93.2 _ 69.3 -58 -2 58.2 -47.2 47.2 -426 • 42.6 COMPARATIVE ANALYSIS FOR: GLASS: 3/16 HEAT STRENGTHENED OR TEMPERED MAX. SIZE COMPARATIVE ANALYSIS FOR : GLASS: 3/16 HEAT STRENGTHENED OR TEMPERED MAX_ SIZE NOTES: 1.) Numbers in ( ) parentheses are quantity of anchors per side. 53.125 x 76.000 NOTES: 1.) Numbers in ( ) parentheses are quantity of anchors per side. 53.125 x 76.000 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Smallest Fasteners 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #10 screws or 3/16" Tapcons. 5.) (2) Anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each meeting rail) Anchors 6" from each comer and as follows: Max. spacing at head & sill = 14" Max. spacing at jambs = 14" - FTL -1536 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Larger Fasteners 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #12 screws or 1/4" Tapcons. 5.) (1) Anchors 4" on each side of meeting rail is required. (Total of 2 anchors at each meeting rail) Anchors 6" from each comer and as follows: , Max. spacing at head & sill = 14" Max. spacing at jambs = 14" . FTL 1536 Window Width Window Hei Height 9 Window Width • Window Heigh 26.000 (12) 38.375 (12) '50.625/12) 63.000_06) 76.000 (16) - 26.000 (8) 38.375 (8) 50.625 (8) 63.000 (8) 76.000 (12) neg pos neg . pos neg I pos neg pos neg pos neg pos neg pos neg pos neg pos neg pos 37.000 (6) -135.0 .69.3 -135.0 69.3 -126.3 69.3 -87.3 69.3 - 60.0 60.0 37.000 (6) -135.0 69.3 -135.0 69.3 -126.3 69.3 ' -87.3 69.3 -60.0 60.0 40.000 (8) -135.0 69.3 -133.4 69.3 -112.4 69.3 -87.3 69.3 -60.0 60.0 40.000. (8) -135.0 69.3 -133.4 69.3 -112.4 69.3 - 87.3 69.3 - 60.0 60.0 44.000 (8) -135.0 69.3 -117.9 69.3 -98.1 69.3 -87.3 69.3 ' -60.0 60.0 44000 (8) -135.0 69.3 -117.9 69.3 -98.1 69.3 -87.3 69.3 -60.0 60.0 48_000 (8) (8) - 135G 0 6Q 2 -105.6 AO. 3 - 5 2 7 0 69 3 - 5 6 64 3 - 8� 0S 0 60 n 4 8 . (A) 000 , _135 (l 6 n 3 - 10.5.6 50 3 I .. 0 87 ... c . 3 69.3 76 c I V_V 7 69.3 en n e n rs n 0 6U_ 53.125 (8) -128.4 69.3 1 -93.2 69.3 -76.0 69.3 J -66.1 66.1 1 -60.0 60.0 i 1 53.125 (8) 1 -128.4 . 69.3 I -93.2 69.3 I -76.0 69.3 1 -66.1 66.1 + - 60.0 , 60.0 REFERENCE TEST REPORT: FTL -1536 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd 8y FK Re F K Drawn By: Date: R.S. 1 1 /27/96 Description: COMPARATIVE ANALYSIS, ON IMPACT 3 Title: ALUMINUM SINGLE HUNG WINDOW Dote: 4/16/02 Date: 1/4/01 Revisions: ADD H.S. & TEMP OPT Revisions: PRODUCT REVLSED as complying with the Flr.;itic Bidding Code Atzeptance 02-- 0 Y/9./3 c_ t4,too-6 1 X WOOD BUCK - l v ' v• 1.250 ° F .250 MAX. 2 x WOOD BUCK ° f1 1I 11 I t L J TYP. HEAD 4 a 4 4 - TYP. SILL • • v 1 � 1.250 v D • ° /10 PANHEAD 1.250 F-250 MAX. e MAX. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 - a • 4 Title: d 1 x WOOD BUCK INDUSTRIES Revsd By: Date: FK 4/16/02 Revsd By: Date: FK 1/4/0 Drawn By: Dote: R.S. 1 1/27/96 Description: ANCHORAG 3 16 TAPCON Sheet ALUMINUM SINGLE HUNG WINDOW Srries /Model- 1 Scale 110 cale: # 10 PANHEAD L r .250 - MAX. TYP. JAMB Revisions: ADD SENTRY GLASS C.A Revisions: 1.250 Division 4 • . . • 4 2 x WOOD BUCK PRODUCT REVISED as complying with tic Florida Raiding Code Aceephruce No J2- 0Y/9_/3 Espiratioa Date 2r prof, 1. 1 .i 1• • R 110 WOOD SCRE 1 Rev ( 1 1 x WOOD - . ° 1.250 v I I BUCK p • v I I • I I TYP. HEAD 1/4" TAPCON .250 MAX. 2 x WOOD BUCK v 1 /4 " TAPCON #12 PANHEAD TYP. SILL f • 1.250 - .250 MAX. i TYP. HEAD TYP. SILL v• #12 PANHEAD f 1.250 1.250 1 2 x WOOD BUCK .250 MAX. ' r- .250 MAX. INDUSTRIES Dote: 4/ 16/02 Date 1/4/01 Date: 1 1/2796 Revisions: ADD SENTRY GLASS CA Revisions: 1/4" TAPCON GL- MAX. TYP. JAMB --{ 1.250 a 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 e 4- a 1 x WOOD BUCK Description: ANCHORAGE, 1/4 TAPCON OR #12 WOOD SCRE! Title: MAX. ALUMINUM SINGLE HUNG WINDOW Series /Model- Se•nlo• 1 Sheet 1.250 TYP. JAMB B nrow,nn Mn • 2 x WOOD BUCK PRODUCT REVISED as complying witb the Florid Baiding Code Acceptance NooL-O E /3 Expiration Date �iL.•ajuL /i COMPARATIVE ANALYSIS FOR: GLASS: 1/4" TEMPERED are quantity of anchors per side. MAX_ SIZE 53.125 x 76.000 Table ASTM El 300. Smallest Fasteners Pressure. (Total of 4 anchors at each meeting rail) - FTL -1533 NOTES: 1 Numbers in () parentheses 2.) Negative Design Loads based on Comparative Analysis and Glass 3.) Positive Design Loads based on Comparative Analysis and Water Test 4.) Numbers are for #10 screws or 3/16" Tapcons. 5.) (2) Anchors 4" apart, 4" from each side of meeting rail are required_ Anchors 6" from each comer and as follows: Max. spacing at head & sill = 14". Max. spacing at jambs = 14" Window Width 26.000 (8) Window Height 50.625 (8) 63000 (8) 26.000 (12) 38.375 (12) 50.625 (12) neg 63.000_06) neg 76.000 (16) neg pos neg pos neg pos 70.0 neg pos -190.0 neg pos 19.125 (4) -190.0 70.0 -190.0 70.0 -190.0 70.0 -190.0 -154.9 70.0 70.0 -119.5 70.0 24.000 (4) -190.0 70.0 -190.0 70.0 _ -190.0 70.0 70.0 • -138.8 70.0 32.000 (6) -104.1 • 70.0 26.500 (6) - 1900 70.0 -190.0 70.0 -190.0 70.0 37.000 (6) -134.4 70.0 -190.0 -99.1 70.0 32.000 (6) -190.0 70.0 -190.0 70.0 -190.0 70.0 =190.0 -131.0 70.0 70.0 -92.3 70.0 37.000 (6) -190.0 70.0 -190.0 _ 70.0 -189.4 70.0 70.0 -131.0 70.0 -90.0 -90.1 70.0 40.000 (8) -190.0 _ 70.0 -190.0 70.0 -168.6 70.0 -90.0 -131.0 70.0 -190.0 -90.0 70.0 44.000 (8) -190.0 70.0 -176.8 70.0 _ -147.1 70.0 -131.0 70.0 -90.0 70.0 48.000 (8) -190.0 70.0 -158.4 70.0 -130.5 70.0 -114.9 70.0 -90.0 70.0 53.125 (8) -190.0 70.0 -139.7 70.0 -113.9 70.0 -99.1 70.0 i -90.0 70.0 COMPARATIVE ANALYSIS FOR: GLASS: 1/4" TEMPERED are quantity of anchors per side. MAX. SIZE 53.125 x 76.000 Table ASTM El 300. . Larger Fasteners Pressure. - at each meeting rail) . FTL -15 NOTES: 1.) Numbers in () parentheses 2.) Negative Design Loads based on Comparative Analysis and Glass 3.) Positive Design Loads based on Comparative Analysis and Water Test - 4.) Numbers are for #12 screws or 1/4" Tapcons. 5.) (1) Anchors 4" on each side of meeting rail is required. (Total of 2 anchors Anchors 6" from each comer and as follows: Max. spacing at head & sill = 14" Max. spacing at jambs = 14" Window Width window Height 26.000 (8) 38.375 (8) 50.625 (8) 63000 (8) 76.000 12 neg pos neg pos neg pos neg pose neg p. 19.125 (4) -190.0 70.0 -190.0 70.0 -190.0 70.0 -154.9 70.0 -119.5 70. 24.000 (4) -190.0 70.0 -190.0 70.0 -190.0 70.0 -138.8 70.0 -104.1 70. 26.500 (6) -190.0 70.0 -190.0 70.0 -190.0 70.0 -134.4 70.0 -99.1 70. 32.000 (6) -190.0 .70.0 . -190.0 .70.0 -190.0 70.0 -131.0 70.0 -92.3 70. 37.000 (6) -190.0 70.0 -190.0 70.0 -189.4 70.0 - 131.0 70.0 -90.1 70. 40.000 (8) - .190.0 70.0 =190.0 70.0 - 168.6 70.0 -131.0 70.0 -90.0 70. 44.000 (8) -190.0 70.0 _ 176.8 70.0 -147.1 70.0 -131.0 70.0 -90.0 70. 48.000 (8) -190.0 • 70.0 ' -158.4 70.0 -130.5 70.0 -114.9. 70.0 -90.0 70. 53.125 (8) -190.0 70.0 -139.7 70.0 - 113.9 70.0 _ -99.1 70.0 -90.0 70. REFERENCE TEST REPORT: F11-1533 T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By FK Revsd By: FK Drawn By: R.S. Description: Series /Jan.lel - Date. 4/16/02 Date: 1/4/01 Date: 1/27/9 Revisions: UPDATE COMP. ANAL Revisions: PRODUCT REVISED as complying with the Florida Balding Code • Acceptance No ol• dY19,/7 Expiration Date • .4 Title: COMPARATIVE ANALYSIS, NON - IMPACT 1/4 ALUMINUM SINGLE HUNG WINDOW Gnle• Sheet: 1 Orowina Nn 1 s ; . 4 . • Se s' N I. 1.1/1 i ".6T1 • '2.0 . , P W4Lc- I -- fc>zp fbuRE? retie: iJ51=_ =Opt G• M.K Welt" RrkSz, CTT)) . LL1.c¢ FL2 Uw fAS1 I4NlL T(F E-L. lsrs ¢- - LYtc-1 r l,z Aukt 41,4c I roufcev coma f I "MI II IL SL�rI LIZ , Y4z' , AL 4 b zsz.. 's4.. 4: f N "fl f 117. - r2 L_ �a rz"te 7CFG - z Sc-a1014 _; - -- -.? . REP col.G: _ - .FED sECpoN - - rT F - L. .0621 zeaes • M 1'OvZ© WU Pr - rol.Pr -- w R Efl'a TTMs 3.oZt - - ' -- -- o M1 X81.1= Cr O C 123T *:.:.:,e T ' -z . ra J IEV. Ga.Y.: 90° GIUP .AT .SSL =' fLIu- 4ri-' r 'a ©O &4O 1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH: A. THE SOUTH FLORIDA BUILDING CODE, 1988 EDITION. MON COASTAL ZONE INSTALLATIONS) 2. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T5 ALUM. UNLESS 3 OTHERWISE NOTED. • ALL FASTENERS.SHALL BE 2024 -T4 ALUM acSTAINIFSS STEEL SPACING SHALL BE 11b6' 0.c UNLESS OTHERWISE NOTED AND TYPE OF CONNECTION SHALL DETERMINE FASTENER TO BE USED: TYPE - 1 CONNECTION FASTENER SHALL BE 1/4' x 1 5/8' 'THUNDERBOLT' OR APPROVED EQUAL. TYPE - 2 CONNECTION FASTENER SHALL BE 010 x 2' S.M.S. IN mar) ANCHOR OR 1/4' x 1 5/8' 'T- BOLT'. TYPE - 3 CONNECTION FASTENER SHALL BE 3/16' ALUM. 'POP' RIVET OR 014 x 3/4',' HEX HEAD. 'TEX' SCREW OR 020 x 1/4' x 1' MACHINE BOLT , 4. REPRODUCTION NUT. APPROVAL O I�� NG FFpp CONSTRUCTION ANY USE SHALL A NE LBE BYKN THIS CI.ONC. THIS DWG. IS INVALID UNLESS SIGNED AND SEALED BY ABOVE ENGINEER. 5. 810 ® fierl Lt Lte... SLAT __ z.SIzI • • �M L L oci SL. f usemS.N.IO LIMrj_ - Mimes Iowa. XarccYK SuSaR ls FIT. AE1De6 er-APE ISO=zsd 100' - 15 - SS' -1SI 1s ss' Is= zs' S'- IS' 0 s' Seltll = G' - 4• 0' -9' 9•. I. 9 '- to -s• I O -1 11'- z' 2 m r I7 • 4 90PA m 10 4 4 Z- Z Er 0 train. ( - ?22 Wm2 r evving no. 90 -193 eet I or I MAX. SLAT SPAN FOR NON COASTAL ZONES SPAN SPANS HEADER SPAN AU. SLATS H TYPE O AT TYPELs /ISLAT TYPE © SLAT O - 15 . 70 I _ 4b 46 42 42 45. 42 39 38 13'-5" 12' -4' 19' • 25' 25' • 35' BO 39 39 36 11'' B" 35' 55' 6B 78 37 37 3rf 34 1 1' -O" 55' - 75 61 76 3.s 35 ;...3.2„...............------- qZ 10 - 5" 75' - /00 60 74 34 36 31 31 40 ._ 0 " 100' 150 58 73 32 3 2 30 30 9'-6" X 250' 55 70 30 30 28 2B 5' -11" 250' - 300' 9� ZB 20 26 26 e•- 5" SLAT /HEADER MAX. SPAN SCHEDULE FOR NON COASTAL ZONE O P.V.C. SLAT SPAN 0 H CLEAR HEADER SPAN O'- /5' - 43" 13' -.5" l5'- 25' 40" 12'- 4" 25'- 35' 3 0" Il'- e" 35' -55' 37" 11' - 0'' 55' 36" ID' - 5" 75'- 100' 35" 10' - 0" 100' - 3 4" 9' - 6" 150' -25d 32" 8' - 11" 250- 350' 31" 8' - 5" SLAT TYPE SIDE RAIL TYPE O O 0 0 O O O 0 u AJC Le Tar .51./ST SPAN (roR•uN w /N STOI214 (3,E.8 : S■aLE SP4et) (SCE 34.HEDULe) •( ELEVATION STOTZH BAIZ 505CJW6 • Sec sCNCOL/1T SECTION 8 -8 nrs w/ STORM BAR Ali' 14E16•r A6OVZ 66405 310E 154ILS (TYP) ALUH. 0455 SLAT D.042•w4LL. SECTION B- B n.t.3. •7"5.415.• AJe•1J063' ILO D. L. 1= a' sp.= Lacy x iy ° G• 3,05. oe POU2s0 CONCSOLf IL60'O 2CA,VLC 6TO1■ Bea AV1.1• 3 C.1•f.AIV41t.a; 5 DE7AI V N �� + r I � • 3/ VINE. L.0)441 L.0)441 x I ` ! 2 C y.I A � 4• D -Ta SIDC Z. -CS /5 1 5 7 '' .E. LAU Y. I' /5. C4CH ANOLC WIJCCW 0e 5.6. PO cox. aggro / c.LJLk siJp s ' oir , .f ay./ele SECTION A- A s•IJTF -e � .040° g cct . 3003 -3114 OUTEE .IEAD cNANNBL 25-- • I DE A LJe, z -yy sew 6 3/4,3 (. O.C VCETIC4LLY TO SHUTTLE fovea oJTte SvC7)pl Sroe A\ co.e SIDE -P.V L c 9e y+oJo) x2., .18" pus'. Z -� + I Srl.e 5.0x1 W. I y, £l.• AL1yL5. TO cone. ccoo¢ 02 3 /B' 0 Iola* TO GILL 4N$LC- .1U. Aw61Z AT ST0511 &An • ONLY• A LL/PS HASC 85. AT aos0' WALL 4 STORM BAR TYPE 01 6063 - 76 ,�-- 6I•IuTjE[ coven N OLLTCR 4JIA.NNEL SUPPORT ,(-SLAT Poulsco coma cco'D DETAIL (1) AT END SUPPORT (PLAN) FOR SUCTION STORM BARS ONI 0.0E5 as SLAT -PVC TYPE 0 RIGID VINYL CHLORIDE (P.V.C.) EACH P.V.C. SLAT TO BE USED W/ ALUM. REINFORCED INSERT. — 1) j 20 STORM BAR TYPE Q 6063 - T6 1 1.1075 t l�1 TYP ALUMINUM • REINFORCEMENT INSERT FOR PVC SLAT ONLY 6063 - T6 4 Z .1E5 STORM BAR TYPE (S) 6063 - T6 5 . 2 50 (71?) SILL & HEAD ANGLE 4. 3 I/4" LONG 6063-T6 `I 1.00 ^ -- [[I SIDE RAIL TYPE\1/ TYP. 6063 - T6 S x y 5 %i l xo5 ' PLAT£ wi /Ir LIP T eALkt( z -511(0 a E I� ( 4 .IZ5 ill._ .115. 1 OUTER CHANNEL SUPPORT 6063 -T6 ID ( D (n ) CO Q C) L Z O a CE m a >o ' l7 4 • 00(/) el 44Z0 • Z W w � 0 A ��QO Z Zc -I Y W U) a 3; 0 .1 2 clrewlrlg no 90 -139 Sheet 1 of 3 OUTER HEAD CHANNEL • 6063 - T6 ALUMINUM SIDE RAIL TYPE 00 6063 - T6 ' - HOLE FOR H OLE FO (•125" CONCRETE .0 91 9' .� ONCRETE ANCHOR SIDE RAIL TYPE Q SIDE RAIL TYPE O 6063 - T6 6063 - 76 11 Z-% +4 150 ' x 5 g x. o3 ° z(r x51 L.011y BO ( 4 ` i 3 /1(>'I Lip ALL Ae.oLi at, ex13 . wALLr � , / /, / lam{ 4- 5 4 5'45 Z (/ 5. \/ACI C-5 ccLL5.c T 3Jkt T w 5.LDf..p o eA,c MOTOR MOUNT DETAIL (PLAN) 0 ti SLAT TYPE (j) 3004 -H16 P37 SLAT TYPED) 6063 - T6 SLAT TYPL 3004 -1116 HOLE FOR CONCRETE ANCHOR URETHANE FILLED 0.020' (i» e) URETHANE FILLED 0.25' 0020" L ie 1 . � ecLL L 3 D2Jn. SCHEDULE FOR SIDE RAILS TYPE TO BE _USED WITH A GIVEN SLAT TYPE 0 MAX. SLAT SPAN SCHEDULE FOR COASTAL ZONES INSTALLATIONS END ZONE INTERIOR ZONE HEIGHT IN FT. ABOVE GRADE O) CLASS N 1 BLDGS. SINGLE UNIT CLASS N 2 BLDGS. SINGLE UNIT TYPE®SLAT TYPE SLAT TYPE®SLAT TYPE SLAT TYPE SLAT TYPE®SLAT 0 - / 5' 83 136 42 4 6 3 9 42 76 85 32 . . . . . . _... 44 ...... 4 1 15' - 25' 63 .38 35 57 32 89 25' - 35' - .. ‘4 39 -36 63 38 28 35 35' -55' . 61 35 33 60 34 .31 55' - 60' 58 61 .32 35 30 5.1 5 9 27 . 31 , 60' - 75' 51 59 27 34 25 3i — — 75-100' 58 26 -32 .30 100' - 150' 100' - 150' 49 56 Z5 31 23 28 25 31 23 28 150' - axe 150' -2 50' 55 23 21- 27 - MAX. SLAT SPAN SCHEDULE FOR COASTAL ZONES INSTALLATIONS END ZONE , INTERIOR ZONE NEDGHT IN FT. ABOVE GRADE (h) CLASS N 1 BLDGS. CONTINUOUS SLATS CLASS N 2 BLDGS. CONTINUOUS SLATS TYPE 0 SLAT TYPE ® SLAT TYPE 0 SLAT TYPE (SLAT • TYPE (D SLAT - TYPE 0 SLAT 0 - / 5' 83 136 42 4 6 3 9 42 76 85 32 . . . . . . _... 44 ...... 4 1 15' - 25' 79 ea 38 4i 35 38 72 81 32 29 37 25 - 35' 77 • 80 36' • 39 33 • 36 70 78 30 38 28 35 35' - 55 73 76 33 35 30 33 75 27 34 25 31 55' - 60' _ 73" - 7 32 35 30 34 25 3/ 60 75' 27 34. 25 3.i. — — 75-100' 100' - 150' 68 25 31 23 28 150' -2 50' 55 23 21- 27 - — TAOLII N. / POR AH7'501146.70 5CMCOLILE ,_, cm SLOP otme.nlio.LS =LA ell 41 OL605• CLAS5 /4 4 OLOSS. CLASS hg. 5 OL 009. H(pcsr, 0 G H so' H> so' of > so E (roar) 2.20.1 0.0.08 14 I/m/Colel/NR /2 SOY.. Lf.eR eur../L.55 TOW 0.021 W OR • 1.0•1% oar, W on 220 .5 wo/C/I/VCS 15 SRALLIER • CAA W OR 04 kg 2/./.2 2, 24 hi 060.01.•A I. 00 ow., CONDITION 2110.1.05 60 2110.1.0516 pusairruuLY wi.oLesas MOO w.rs Ir.) Vil OR 14/2 CND 00R0 •• 1 a ONO ZORII TYPICAL PLAN OP SOILOIAIM UT& 71.14,111 We/ We &Tar) • INTERIOR zcw ("el 7 NOT 6 r /2. Asave. TYPICAL ELZVATION OP WALL AHALYZWO /Ars. h tut 5c.sOulat) W AP.m4U44 WIOTM OP OLDS. (552 TYPICAL PLAN) W • #4121140/4 0P (w,,,Wa) 2- END ZONe:041PI1150 BY 014.51.510.1 • 6 • ( ' 5ee rrovees. •LEIVATION.) 3 - INTERIOR ZOH IIH O: DePiNe0 Or rue PAp PI liNG ANA O TWO WALL 4HALTZAO (55. T P • YpICAL ILO yATION) 4. 17 • IlelorlIT A150115 GRACIA OP TOP OP PANAL S- see OCPIIJIT 0,..11ARTIALLY l'NCLOStil 81.040. A5 Pee g.e.g.c. mg. ffOir■OH, 55C1 2205. 3 d(,)(no). GENERAL NOTES: 1 - This shutter has been designed in accordance with Chapter 23 of the 1988 Edition of the South Florida Building Code. 2 - All bolts shall be 2024-T4 aluminum alloy or galvanized or stainless steel with 10,000 p51 minimum allowable shearing strength. 3 - All aluminum extrusions shall be as noted on drawings. All aluminum sheet metal shall be as noted on drawings. 4 - Aluminum surfaces to be.placed in contact with steel shall be given one coat of zinc chromate primer in accordance with Federal Spec. No. TTP-645. 5 - All concrete anchors shall be diamond 'hammer drive pins" 1 0 0 x 2 long, having an ' allowable tension of 400 lbs and shear of 300 lbs or equivalent, except as noted. 6 - Welding shall conform to the latest AWS specification for welding aluminum. 7 - Shutters may be motor driven, tape pulley or gear driver. 8 - Storm bars ire fixed and not removable. ■-t !l ••• drowrg no 90— 139 sheet 2 oe 3 MAX. STORM BAR SPAN VERTICALLY) FOR STORM BAR TYPE (3 ■ AT CLASS 2 BLDG.. COASTAL ZONE INSTALLATION END ZONE INTERIOR ZONE H /FTJ • STORM BAR SPACING (FT.): MAX SLAT SPAN 7.3' 6.0' 5.0' 4. 3.0' 2. 0• 0 - /5 7' -3" e' - o' 8 =0" e'-o" 8' -0' s' o' a'•0' s -o' 8'•O'' :' -o' 6 ace 15 -25 6.7 8 7 -3 8 -0' 7'- 11' 8 8' - ' 8 -o' 8'•0' 8' -a 8' 25 -35 6 - 3' 7 -40' 6' -/0'' 8 , -0 .. 7 -6" 8 ' - 8' - O' 3 ' - 3'•0' 8 '. 0 ' 8 '- 0 ' 35 _55 5'-9 ' 7 -I' 6 -3 7• -i0' 6' i0 el- 0 7 7. 8 9 *-0" 6 ••a' e -d 9-6 55 -60 5 ' -7 " r-o' 6'-3 7 - 9' .' 8' -0' 7' 6" 8' -O" a'-0" 8'0' _'-O' 60 75 5' -7" 6'•2" 9 7' 6 8' 75-100 PREIRW 8' 0✓ 6 '/0" 8'd 8"0' i3 8=d /00-150 8' - 0" 35- 55 7=4' 8'-0" 8' -d' - / B'•0" 150-250 6=0"� �� "I �W /°��y " 8 O' MAX. STORM BAR SPAN (VERTICALLY) FOR STORM BAR TYPE Oa AT CLASS 1 BLDG, COASTAL ZONE INSTALLATION END ZONE INTERNOR ZONE H (FT.) STORM BAR SPACING (FT.): MAX. SLAT SPAN H (FT.) 7. 3' 6. 0' 5. 0' 4.0' .3.0' 2.0' 5=11' 6'-6" 8' O" 8=0" 8'-O" 8'-O" 8 -d' 8' -a" era' 0 -/5 8'0" 8'0" 8'-O' 8' -0' 8''O' 8'=O' 8' -0'' 8' -O' 8' -O' 6 8' - 0" 8' -d' 8'-O" 15 -25 8"0' 8"0" 8-0" 8 -0' 8'-O' 8=0" 5 -;:diargl 8' -0" 8'• 8' -o" 8 -a' e' -O' 8' -O' 25- 35 Er-el . a"0" 8 -0' 8'-0' 8-0• 8.0" 8' 0✓ 6 '/0" 8'd 8"0' 8' - o" B -d' 8' - O' 8' - 0" 35- 55 7=4' 8' -O" 8' -d' e'-o' 8'-0' 8=o" 7' 2" 6=9 7 =5" 8'-O' 8'•0' 8' -0" 8' -O 55 - 7 =3" 8=0" �' 6-0' 8'-0' 8 -0" MAX. STORM BAR SPAN (VERTICALLY) FOR STORM BAR TYPE © AT CLASS 2 BLDG., COASTAL ZONE INNSTALLATION END ZONE INTERIOR ZONE H (FT.) STORM BAR SPACING (FT.) MAX SLAT SPAN 7. 3' 6.0' 5.0' 4.0' 3. O' 2 O - 15 5=11' 6'-6" 8' O" 7 -2" 8 -o' 8' -0" - s' -o' 8' - -0" 8-0" 8'-O" a -a' 15 -25 �M�� 8' -o' B=o' B' -o ® 6 e' - o 0 =o' 25 35 5 � �M 8' -0'' 8' -O" ° -/a• 71-/cr. a o" 35 - 5 5 M .8'- �� a'-o" 8' -o' 8 °R• 55 - 60 &t 5 -;:diargl 8' -0" iM 8._0, 8 a 8.0. 60 -75 � 8' -o' 8'- 0" B " °" a 8.0" 7'5 -100 6'- 8" - 6 -0 8' 0✓ 5- /�� O' 8'd 8"0' 100 -150 150 - 250 6' - 3' 5�0K7. 6'4 15° -250 3'-104 -10" 6' - 0''' Erglerd 6® 0. MAX. STORM BAR SPAN (VERTICALLY) FOR . STORM BAR TYPE 0 AT NON COASTAL ZONES H (FTJ • STORM BARS SPACING (FTJ: MAX. SLAT SPAN . 7.3' 6.0' 5.0' 4.0' 3.0' 2.0' 0- 15 8' -0" 8'-O' 8' - O" 8'- s'-O' e' -o' 15 -25 8' -o" 8' -o" 8' -o' 8'-0" 8'-O' 8' -0' 25 - 35 8' - O" 8' - 8' -0'' 8' -O" a' -0' 8' -d' 35 - 55 7' - 9'. 8'-0 ". .8'- 8' -a' a'-o" 8' -o' 55 - 75 7' - 4' 8'- 0' 8' -0" 8' -0" 8' -0' 8' -0" 75 - 100 7 -0 7=11' 8' -o' 8'- 0" 6' -O" 8' -o" I00 -'50 6'- 8" 7.5" ' 8' 0✓ 8' -o' . a' -o" 8' -0" 150 - 250 6' - 3' 6' - 11" 7' - 7" 8' 8' 6' - 0''' 250 - 350 5' - /1" 6' - 8" 7' 2" 8' - 0" a' 8' - 0' MAX. STORM BAR SPAN (VERTICALLY) FOR STORM BAR TYPE 20 AT NON COASTAL ZONES H (FTJ STORM BARS SPACING (FT.) MAX SLAT SPAN 7.3' 6.0' 5.0' 4.0' 3.0' 2.O' 0 - 15 7'- 9" 8' -0" 8' -o" 8' -0" 3' -0" 8'-o /5 - 25 7' -O' , 7'- 9' 8' 8' -O" 8' -0" 8' -0" 25-35 6' - 7" 7'4" 8' -0" 8' -O" 8' - 0 - 8' 35 -5 6' - 4' 6' 7 -7" 8' -0" 8' -0" 8' -O' 55 - 75 5' - 11" 6' -7" 7' -2" 8' -O" I 6' - 0" 8' - O' 75 - 100 5' -8" 6' -3' 6' -11" 7' -8" 8 ' -O . 8' -O 100 -150 5' -5' 6'-O'' 6' -7" 7' - 4' 8' -0'' 3' -0" 150 - 250 5'- i" 5' - 7" 6' - 2' 6' lo" 7' 1 8' -0" 250-350 4' -9" 5-3" 5- 9" 6' -6' 7' -8" 8'-o" MAX. STORM BAR SPAN (VERTICALLY) FOR STORM BAR TYPE ® AT CLASS 1 BLDG., COASTAL ZONE INSTALLATION END ZONE INTERIOR ZONE STORM BARS SPACING (FT): MAX. SLAT SPAN • STORM BAR SPACING (FTJ: MAX. SLAT SPAN H (FTJ 5.0' 7. 3' 6.O' 5.0' 4.0' 3.0' 2.0' 6' - 0" 6'- 11" 7'-2" 7 -/0' 8' -0" 8'0' 8' -0' 8''0" 0 - 15 7 -8" 8' - 0" 8'-o" 9 8'-O' 8' -0" 150 - 250 6....5' 7 =/' • 7-40" 8' 8' -O' 8' -d' 15 -25 6 = //" 7 =8' 8' 8'-0' 8' -a' 8' -O' Z5 -35 6 -1" 6' -7' 6=1" 7 =3" 7 - 4' = /1" S a 8'-O' 8'O' 8V' 8-0" 8'-O' 5-6' 6= /" 6=8" 7' -6" e'-o" 8'-O" 35- 55 5 -1( 6=7" 7 =2" 8' -0" 8' -0" e'-o" 5'-6' 6 -o" 6 7 =5' 8'-0" 8' - 0" 55 -60 5' - /1' 6' 7 -/" 7 =N" 8'-0" 8' -O' MAX. STORM BAR SPAN (VERTICALLY) FOR STORM BAR TYPE OAT NON COASTAL ZONES H (FTJ STORM BARS SPACING (FT): MAX. SLAT SPAN • 7.3' 6.0' 5.0' 4. 0' 3.0' 0 -15 4'-.5" 4' - 11" 5 6' - 0" 6'- 11" 15 -25 4' -0" 4' -5" 4' -IO' .5'-5" 6' - H IFTJ - MAX SPAN 0 - 15 /2' 6" /3' -4" 15- 25 15 - 25 9' -4' 11' -l0• .25- 35 8' -!0" 11' - 1" 35 - 55 8' -0" 10 , -1 .. 55 - 60 7' -11' 10'-0" 60- 75 7-11" 10=0 " 75 - 100 7= 7" 9 , 7 . 100 -150 7 -3. 9 =1" 150 - 250 6' - /0' . 8• - 6" H (FTJ MAX SPAN 0 - 15 /2' 6" /3' -4" 15- 25 4l' -4" 12' -2" 25 - 35 10' - 8" ll' -6" 35-55 9 -9• 0' -6' 55 - 60 9' 7 10' -4 NOTE 1 • STORM BAR SPACING SHALL NOT EXCEED THE MAX SPAN FOR THE SLAT THAT IS BEING USED . SEE MAX SLAT SPANS ON SHEET N• L NOTE: SEE NOTE N• 1 ABOVE J10TE ;SEE NOTE 11' 1 ABOVE NOTE 1: STORM BAR SPACING SHALL NOT EXCEED THE MAX SPAN FOR THE SLAT THAT IS BEING USED SEE MAX SLAT SPANS ON SHEET N• 2. NOTE : SEE NOTE N. 1 ABOVE NOTE 1: STORM BAR SPACING SHALL NOT EXCEED THE MAX SPAN FOR THE SLAT THAT IS BEING USED. SEE MAX SLAT SPANS ON SHEET N• 2. NOTE : SEE NOTE N• 1 ABOVE MAX. SPAN (HORIZONTALLY) SCHEDULE FOR OUTER HEAD CHANNEL FOR CLASS 1 BLDG. AT COASTAL ZONES END ZONE INTERIOR ZONE MAX. SPAN (HORIZONTALLY) SCHEDULE FOR OUTER HEAD CHANNEL FOR CLASS 2 BLDG. AT COASTAL ZONES END ZONE INTERIOR ZONE 2 to (0 CO (0 Cr Zs 4 O 4 a1 o a; - m CO 4 9 0(11 m Z 0 m O 44z-. w W Y N m WO w .Z2 w c ` n2a W W 0) 1 2 p Z a 2 44 1 drewrlg no 90 -139 sheet 3 a1' 3 THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT VARIANCE(S) LISTED IN "REMARKS" MIAMI SNORES BUILDING AND ZONING UNLESS SPECIFICALLY LISTED BELOW. AND COUNTY LAWS MUST BE COMPLIED Atithori?ed S!gr ture Date • WITH NO VARIANCES • WITH NO OTHER DEVIATIONS FROM THE ORDINANCES WILL BE PERMITTED, ALL OTHER APPLICABLE STATE WITH BY ALL PARTIES. FIRE DEPARTMENT PUBLIC WORKS POLICE DEPARTMENT BUILDING DIRECTOR — –�- !f>''! �` ) �--�– PLANNING & ZONING BO :..: ; VILLAGE COUNCIL APPROVAL PRELIMINARY: FINAL: REMARKS: COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE C :',' ?'Fr '.:1:.. .. " '< :OW! EDGE OF All Rini D. ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. 5ec:DA)ciAt Pf9ti h'r+ )e AJ r (access - - 0 th 5_U4_+146t 1y'' 1�" ANdor_.c cat_.TQ..... 5 /4 x_r p - eoNs .5cr_efeic 6€1C/dIrAtik 49c De ck „/f 60, TTP0Al2=A 1_eRT SzLr ASS �4 0 iti ; k Lo SE A(1 Ooc Pci Se