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DESIGN CRITERIA �2010 . FLORIDA BUILDING CODE, ASCE 7-10. tBASIC; WIND SPEED: 160 MPH IMPORTANCE FACTOR: 1.0 RISK CATEGORY: II EXPOSURE: "C" ENCLOSED BUILDING, GCpi: t 0.18 Q 1 - EXTERIOR SYSTEM NOTES 1) EXTERIOR STOREFRONT: YKK YHS 50 FI IMPACT ALUMINUM STOREFRONT SYSTEM L.M.I. (FL# 14218.3) FRAMING: 2 }" X 5" YKK YCW 2" VENEERWALL SYSTEM N.I. FRAMING- 2". X 1 FINISH SCHEDULE STOREFRONT FINISH: CLEAR ANODIZED FAMILY D0--LLAR 10331 S.E. LENNARD ROAD - PORT ST. LUCIE, FL 34952• GLASS SCHEDULE GL-01: 1" CLEAR ;,.INSULATED LAMINATED IMPACT GLASS " CLEAR. TINTED' HE AT STREN'D / AIR SPACE / " CLEAR HEAT STREN'D / '�: 0.090 'PVB /. J'•- CLEAR HEAT STREN'D U—VALUE SUMMER DAY —TIME 0.48. SOLAR HEAT GAIN COEFFICIENT 0.66 GL702: J" BLACK SPANDREL TEMPERED GLASS DOOR HARDWARE SCHEDULE DRAWING INDEX SHEET 1: COVER SHEET, LOCATION PLAN, GENERAL NOTES SHEET 2: FLOOR PLAN SHEET 3: ELEVATIONS SHEET 4: DETAILS SHEET 5: DETAILS SHEET 6- DETAILS SHEET 7: DETAILS SHEET 8: DETAILS SHEET 9: DETAILS ABBREVIATIONS & SYMBOLS M.O. MASONRY OPENING R.O. ROUGH OPENING F.S. FRAME SIZE D.L.O. DAYLIGHT OPENING A.F.F. ABOVE FINISHED FLOOR STL STEEL ALUM ALUMINUM HORIZ. HORIZONTAL VERT VERTICAL ELEV. ELEVATION N.T.S. NOT TO SCALE N/A NOT APPLICABLE P.S.F. POUNDS PER SQUARE FOOT REQ'D. REQUIRED TYP. TYPICAL BOTT. BOTTOM V.I.F. VERIFY IN FIELD O-- ELEVATION MARK O-- DETAIL MARK -- SLAB/STEEL LEVEL Q -- REVISION NUMBER (� -- REVISION CLOUD GENERAL NOTES 1. ALL SEALANTS AND/OR CAULKING ARE TO BE- APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS THE COMPATIBILITY OF SEALANTS AND OTHER MATERIALS SHALL BE CHECKED WITH THE SEALANT MANUFACTURER. 2.THE GLAZING CONTRACTOR IS NOT RESPONSIBLE FOR PROTECTION OF THE MATERIALS, NOR DAMAGES CAUSED BY OTHER TRADES. 3. GLASS SHOWN ON DETAILS ARE FOR REFERENCE ONLY. REFER TO ELEVATIONS AND GLASS SCHEDULE FOR TYPE, SIZE AND LOCATION. 4.SEALANTS AND/OR CAULKING SHALL BE APPLIED WHERE SHOWN PER APPROVED SHOP DRAWINGS. 5. ALL STEEL ANCHORS ANGLES, CHANNELS, PLATES THAT ARE TO BE FURNISHED SHALL HAVE TWO COATS OF WATERBONE PRIMER. 6. ALL DIMENSIONS TO BE FIELD,VERIFIED 7. ALL DIMENSIONS SHALL BE CONSIDERED NOMINAL UNLESS NOTED OTHERWISE. S. ALL DETAILS AND FINISHES ARE TO BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOR TO FABRICATION. ARCHITECTS CASTLES DESIGN GROUP INC. LAPL ISF N�A.I.A. DOCUNIF�1 NO RESPONSIBILRY IS ASSUMED FOR CORRECTNESS OF3�ii E�i[R ®i Do Nd& 19 tiZ�AsB mARMc fit'' Cgfdj48 6TED RBIW AR0311EW&V09 REJECTED DATE: �.'r`:�•�Q.�'.AL FOR APnPrl- IN(bPRESUB,.. JIV'.I I i*•cL :I PS ��� '�i�%`sTReE'Psize-- !c..,...... ^c^i1 C{cihnT{��'`7a�';.. f ?'rn-t ui�AP�Q3;3 ��71�d�es er =_:, C ..rare '�f l Ie plans WR 4Qjf1489QVlS27 CHECKEbt&1h �NA1V dENjD_ OR APPROVAL BYE iLOCATION 1ri frr I�� i�r� 1�� ]i !:EMSII es s ZapL-em atas Border Life r. Elementary Schoal, I ro Soc RISC" WitymAdmation 110331 Lenard Rd, ._ rr --------� tI gym_ m _ Ar ii 1 r' • Brazilian Cir : ake VtstaTril ' J w n ON w J = O 21 7 O L I_ N H N W Z W 3 m o Z m 7 W N O n 0 i `p O 0 0) p o to W M W W Z oaa/n1 O o W � (n N W' g Z Z O Qw aD ? M irn z Z o0m o Lc) Q U L0 � � 0- a 0 N a i< o Q Z z tJ wC J) J Wit. e `I�n�4 O w Uj V) w I"`I "D0 o �a G_ a W � 0 0 AS NOTED DAT : 02/05/2016 DRAWN BY: JBS — .1- 16006 SHEET No. OF 01 09 84" ROUGH OPENING 831" FRAME SIZE \J a m�2 j m c 3'iTOD 'O O r o $S �z' O p 9 p 1 O e m v�j o z pm 36" ROUGH OPENING FRAME SIZE A' D.L.O. r W O _ N O C r ? rn o to m N D C' O 83j' ROUGH OPENING 83j" FRAME SIZE 778' D.L.O. \ n \ zo �i ui FJO N� p T F- 9 � V� O m n> ~ O C m G) \\ c / \ / \`\ 92j' RO H OPENING G) r 0 7�1�111� 234" F.S. i O Z o = 0 g y m DATE NOTES/REVISIONS PROJECT: I+� �'�'�� a�[oa�Qg �G17C5'o D o z 03/18/2016 REVISION - 1 / A&GLAS!S&LER LED 05/18/2016 REVISION - 2 CONSULTING ENGINEERSEAL dES 0 rn 0 m I�i 0 ui D jQ� GLAZING, INC. 100 PARK CENTRAL BLVD. SOUTH L.B. #27565 �glj6 o o 'POMPANO BEACH, FL 33064 1550 N. ANDREWS AVENUE James Bushouse, P.E. 0 m 10331 S.E. LENNARD ROAD TEL: (954)-784-6601 POMPANO BEACH, FLORIDA 33069 Professional Engineer #20311. PORT ST. LUCIE, FL 34952 FAX: (954)-784-6671 (954) 956-2203 State of Florida 7 O r5 EL w BREAK METAL u cn SET IN SEALANT oz�i ~ m o �3m v SEALANT do SEALANT do ' ^ BACKER ROD BACKER ROD E v 0 0 a` PLASTIC SHIM" PLASTIC SHIM O • ' 6" X 4" � rn p STEEL TUBE o J (BY OTHERS - o N LLI n 0 PRE-ENGINEERED METAL a W Zro BUILDING COMPANY.' �al� z MESCO) ,Z > O_ M z © C� to O O W N Ld co 0 = rn O ❑ ❑ :3 � F— cd Q W � DIA. RILL -FLEX 0° � _i Z m rn SELF DRIWNG SCREW �11 Z O O MIN. EDGE DISTANCE O a E999591[� �' MIN. EMBEDMENT (METAL) Q (1 1 4 }' ac 7 }" FROM JAMBS >_ AlND BOTH SIDE OF MUWON E9-0651 E9-0fi51 N PLASTIC SHIM SEALANT & E90652 BACKER ROD SEALANT do BREAK METAL SEALANT O E1-19]3 SEALANT dt BACKER ROD BACKER ROD z O co BACKER ROD SET IN SEALANT V) O c 1'M O I- L!� m �� E9-0619 n 1 rr 1 n 1 n N; OTHERS 0 D.L.O. 22 4 22 D.L.O. � m � BREAK METAL V 0 J= DO DO SET IN SEALANT 4 Q ROUGH OPENING 4" ROUGH OPENING m � Ld d- BREAK METAL © w m SET IN SEALANT U O v 6"X4" �aWQ STEEL TUBE d g — L� PRE -ENGINES ED METAL O O 0_ BUILDING COMPANY. O MESCO) ---------- BREAK -METAL SET IN SEALANT SEALANT do Z BACKER ROD 11 }' PLASTIC SHIM X t /I 6" X 4" F I I Q tJi STEEL TUBE OTHERS -O z c I PRE -ENGINES RED METAL I Li1 U 0_ BUILDING COMPANY. C� J _ �. 1 MESCO) I —I w J O I ® d c� >_ — — Lo W C9 �O I I 0 o a z o I / I ❑ a z 1 w D_ N z o O () O I I Q O O h J / I I II E906517777-J/A Z Kwn Q cn IL�L7.]I U � e Q / BREAK METAL o 'o m SET IN SEALANT � m O ~ AUTOMATIC SLIDING GLASS DOOR (BY OTHERS). ��� Il- D.L.O. 21" jrr SCALE., AS NOTED DATE: 02/05/2016 I I I DRAWN BY. JBS ROUGH OPENING 4" ROUGH OPENING CHECKED BY. JOB No: 16006 SHEET No. OF