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ALL WORK SHALL COMPLY WITH PR �AI� REVIEW-DA-'E DEC <br /> CODES FLORIDA BUILDING CODE._ CITY 1.7 2018 <br /> NATIONAL ELECTRIC <br /> CODE, <br /> PLANS l �'EPW Z;' <br /> AND THE CITY OF Z N�EXAA�INER . <br /> � � . � ORDINANCES ' <br /> 4 3 2 1 <br /> Window Options: <br /> 1/8" DSB <br /> 9'-0"(see notes for other widths) 1/4" Tempered Glass <br /> nate <br /> Optional Lites 3B intermediate 1/4" P Insulated <br /> Glass <br /> D 4D (see window options) 7/16"Insulated Insulated <br /> D <br /> 2 2 hinge 1C 7/16" TcmpercdlnsulatedGlass <br /> r_2j Max daylight opening 39-3/8 x 12-1/2" <br /> top fixture flag <br /> bracket <br /> 4D <br /> 2 �y <br /> end stile 1B ° y <br /> 7 _ do ei ht u <br /> a <br /> 2 -6 to 7 4 3 <br /> • track — <br /> C 38 bracket T-6"to 8'-0" 5 4 3 <br /> 2 C <br /> 8'-3"to 8'-9" 5 4 3 <br /> end hinge <br /> • • 9'-0"to 10'-6" 6 5 4 <br /> 4A 10'-9"to IT-3" 7 6 5 <br /> 2 <br /> 12'-6"to 14'-0" 8 7 6 <br /> bottom fixture <br /> '14'-3"to 15'-9" 9 8 7 <br /> M3A 2A 16'-0"to 17-6" 10 9 8 <br /> 2 2 17-9"to 19'-3" 11 10 9 <br /> strut attachment strut 19'-6"to 20'-0" 12 11 10 <br /> B Tuck bracket quantities shown are for B <br /> use with grade 2 or betterspmce-pine-fa <br /> (SPF)or southern pine jambs. <br /> an 5. <br /> contain <br /> 6. <br /> Supporting is.drthas struceturtrl elements to in designed dtth b Are1istered30-02 rofessitona)engineerlS fMA 108 wind loads. ��```` � 8��@ r�,�'���/ for doors u Supplemental <br /> 2-0'high'Deese ar details required in <br /> gn Y B Pspecified ;L � P gh. req <br /> If door is not electrically operated,a lock must be installed. NO.51737 •: addition to this drawing for installation. Always. <br /> •, use supplemental instructions in addition to this <br /> Maximum door height 20'-0" Maximum section height 21" John E.Scates,P.E. - t ;*= drawing during door installation. <br /> Per ASCE 7-10,Design Pressures(DP)typically meet or exceed the requirements for the following winds speeds. =�r Z <br /> • gtt ( q g P 3121 Fairgate Drive ' STATE OF % � MM p�j pay. <br /> These exposure"B"wind speeds are for Thigh doors on 30'tall buildings. �' '0 0 �oULJaaam wa nts <br /> Carrollton,Texas 75007 i <br /> Width Design Pressure Wind Speed Windows Center Stiles Florida P.E.#51737 ��/��F'�I0R%O-10`� 04 09-2015 <br /> :d9`-QO" F23 s T•2652 1,4240, <br /> st97■1-5$m i 1♦■YES �1�` M4241,4250,251,5240,52 1,5250,5251 A <br /> A s <br /> OS'-00" 26.1 /-29.5 s 164 m h YES 1 +20.8/:23.5(pst)at 09'-06"through <br /> �� �O���� Digitally signed byJnhn E.Scates;P.E. <br /> 07'-06" 27.8 s /-31.4( sf) 169(m h) YES I D +34.8/-39.3(psf)at 06'-00" <br /> 07'-00" 29.8( s /-33.7 s 174(m h) YES 1 O Date:2015.04.1414:57.23-05'00' <br /> 06-00" 134.8 sf)/-39.3 s0 186(m h) YES 1 C.H.I.Drawing: FZ4-09-013L5 <br /> Center stile quantity is minimum per section. Professional Engineers seal provided only for verification of windload construction-details page 1 of 2 <br /> 4 3 2 1 <br />