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00-1140-001 _ " REVISIONS BY RtEINFORCED TOUTED CI:&L (TYP), X 4" P,'7. WOOD BU GK WITH `It m. 1 3/41! TAPCON sEt, uRt r`( .4NO FC;RC;E� ENTRY PREVENTION MASONRY "SCREWS @ .41t FROM THE :,ENDS AND G 15" O.C. GENERAL i- CONCRETE MASONRY UNITS: " • - ,: � m I. I�C3YIDE i1�ITRUSIGt1 AND �I.II�.LAR7" SECLRfT7' DEYlCES AS SET FORTH . >...... :.. . .... . .... .. _.. MA7{ri`tUM BFI' �,WliEit>r.. I�MHIuDI;,D TN °.tlAUI.K1Pi6. I-• STRUCTURAL DRANINCG5 SHALL BE U5ED IN CONJUNCTION WITH THE SHALL BE LOAD HEARINC�•GRAOF- N-i UNIT5 HAYING A MINIMUM IN GNAF'TER 3h OF THE 80iJTH FLORIDA BLIILDINC� GORE, ARCHITECTURAL, MECHANICAL, ELECTRICAL DRAWINGS, SHOP DRAWINGS 6OMPRE55lVE STRENGTH OP 2500 P•5,1:, CONFORMING TO ASTM Ga0 FOR w.• " 2• ALL LOr.X Oht EXTERIOR DOOM " ALL BE CAI C� RE515TIWS A AND SPECIFICATIONS. RE5ULTiN6 FM NOT LESS THAN 2,500 P.S.1 USE 2 CELL HOLLOW GMU UNITS W FORCE or 300 LB. Af�'LIED IN ANY MOVEABLE DIRECTION AND IN FOR ALIGNMENT OF WEBS• d . 2- SHOP DRAWINGS: 0 • ACCORDANCE WITH RESISTANCE STANDARDS 65T FORTH iN THE 5c�l.tTN 2- MORTAR Z 5HALL CONFORM TO A5TM G-2 TO, TYPE M l^11Ti 1 A GOMPRl;55lVF STR�NCyTH OF 2500 P51 w W , 04 -` �� PLORifJA E31IILi�11 GORE. 5- TYPICAL DETAILS: ON THE NET AREA AT 28 DAYS. UNLESS OTHERWISE NOTED, DETAILS SHOWN ON THE DRAWINGS ARE TO BE _ � � ' - � 3. ALL 51W- r= EX -RIDR SWIM DOORS SHALL HAVE A LOCi< TO eE KEY GONSID)nRED TYPICAL FOR ALL 51M1L AR CONDITIONS. 3-• GROUT: SHALL BE CONCRETE GON515TING OF NATURAL SAND FiNE AGGREGATE AND NORMAL �- U o=r I• OPERATED I=ROS"1 THE EKTERIOR 1Ui'C!-I A 1i11�IfMLIM Cr- fir? PQ°�51BLE 4- ARCHITECTURAL DRAWINGS: WEIGHT COARSE AGGREGATES CONFORMING TO GRADING 51 E NUMBER S OF ASTM J.0 Ir M tip L ` . KEY C,44A C-iES OR LOCKIW- AUXILIARY SINGLE DYAD E3OLT WITH A- SEE: ARCHITECT FOR LOCATION, DIMENSIONS, ELEVATIONS 033, `TYPE: PORTLAND CEMENT CONFORMING TO A5Tir1 Gl5a. AND SHALL HAVE A Q , N � Cv " -- AND FINISH DETAILS FOR ALL WALKWAYS AND OTHER EXTERIOR SLABS ON GRADE NOT COMPRESSIVE STRENGTH (Fe,) OF 3000 PSI AT 28 DAYS. Ct' 7- 0 ( HAF0ENED BOLT IN5ERT5. .-. - CBS. I�I.L SHOWN ON STRUP1'URAL_DRAWINGS. USE 4 INCH 5LA55 WITH 6 X 6 NIA X KA WWF O Z ` UNLE55 OTHER.:.IS NOTE 4- REINFORCING STEEL: (!) 4, THE ACTIVE LEAF C(='F'AIR3 Or EXTERIOR SU1INCx DUC3�` SHALL HAVE Lj 1-r_ 0 IMPACT RES TSTANT GLAZING OR STORIM SHUTTER G .9Ee ARGHITEGTURAL DRAWINGS FOR EXACT LOCATION ODD DEPRESSED OBTAIN CONFORM 8 DAMETER AP TYPICAL CALL AL LVERTICAL AND H01RIZONTAL,ESPLICES. � "v SAi~iIr LOCKS A,5 REC�UI�D PUF�. :�Ii�LI �XTES�IOf� 3Wit� DUOS. THE _ REQUIRED.- (PRODUCT 1 v1NTROI. APLaItQ'�rAla AND-,, INACTIVE LEAS ,°�WAI HAVE MULTIPLE POINTS OF LOC<5 WITH 5/S' SLAB AREAS AND FLOOR DRAINS. POSITION VERTICAL REINFORCING STEEL IN EXACT CENTER Ol= FILLED CELLS 0 W � A SEPARATE I3UII+DING PERMIT RFCIIJ: Fl.:GD):. MIN THR�tI) BOI-Tg LUI C4# IN3ER13.. OR AS 5HOWN. PLACE GROUT iN LIFTS NOT TO 1rXGEED 4'-0" IN HEIGHT, PROVIDE 5- DESIGN CRITERIA VERTICAL BARS AT ALL CORNERS, 1NTERSEGTIONS, AND EACH SIDE OF OPENINGS. PROVIDE 1#5 FULL HEIGHT EACH SIDE OF OPENIN05 AND AT DISCONTINUOUS END ICL 5, I-IWSE3 ON EXTERIOR OUT 5WINGINC-s DOOiw SHALL HAVE NON GOVERNING BUILDING CODE: OF ALL MASONRY WALL5 AND GROUT SOLID FULL HEIGHT. PROVIDE CLEANUPS AT � DOORS AND WINDOWS BiJC DETAI.I.Sd•- SCALE ,�2" = I `- 011 SOUTH FLORIDA OUIL.DING CODE `._: _ _-,_ - • REMOVABLE PINS AND NON-EXPOSED SGRELI.J5. BOTTOM 1~AG P oP EACH ouP ROOT' LIVE LOAD: 30 P5F / • 'q° ' Wr,, HIND VELOCITY: 110 MPH 5-- HORIZONTAL .JOINT: 5 AND EXTERIOR DOO AL GOPLY WITH THE AMERICAN GLA PER ASCE STANDARDS. REINFORCING SHALL BE #8 GAGE TRUSS TYPE AT 16 INCHES ON CENTER NATIONAL STANDARDS iN5TITUTE15 STANDARD 29'1.1. (OUR-O-WALL OR SIMILAR) ALL STRUCTURAL W00D AND 5HEATHING SHALL BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE AMERICAN INSTITUTE OF TIMBER LiNTEL5 S. Vi`vION f='ANEL EY,?ERIOR DOORg OTHER THAI`! C•�L.AZCNG•x LUiT�-!!N � OF THE IN5fDE LOGKW-: ACTIVATING DEVICE OF LOOSE AND 5WR,4S DOOFc5 CONSTRUCTION. PROVIDE PRECAST (OR AT CONTRACTOR'S OPTION POURED IN PLACE) LINTELS " : " M SHALL cC tj*LY WITH THE A-tk[GAN RATIONAL STANDARD IN5TITUTE'3 OVERIIOPIENING5 IN MASONRY WALLS A5 POLLOW5:114-0 TO 5-li OPENINGS USE 8X8 WITH 4#5, 6-0" TO - -I I OPENINC75 USE 8 XI2 WITH 4#6. �,• <<;, : ,r EXTEND LINTELS a" EACH SIDE OF OPENING AND SET PRECAST LINTELS IN t o; STANDARD 29 i•I. ' CEMENT GROUT. . 9. WIRDOU15 SHALL BE INSTALLED AND C0N5TM.ICTED 50 THAT NO PANEL •. Ycl _ CAN DE LIFTED FROM THE TRAC4C�3 WNEN IN THE LOCKED P061VON AND � N 1 ' t+x� ► t 1 SO "5 TO CGMr�LY LUITH TI-L= ARCHITECTURAL ALUMINUM MA -5 +t' ''� ' :1:.• `�'� s? t-� `� •.. Aa,5oe-IATIGN 5TANDARD3 r-OR F F?f-= ENTRY S eISTANCE , AAMA 132 33 r�'}j�� AS PER SFEN, 3�afd3 2CA1 (B) 2(AA) AND (G) EXTERIOR h • < WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE Ofi URTHSTANDIWn A, a IN ASS OPERABLE DiRECTiOt�t. iO. 1�XTI;R(Of2 U:{NDOUJ USED A5 A MEANS or- ESCAPE SHALL ALSO COMPLY daeori�ad oo i > , jZM=*AD1)1T10- TAR D WITH A OOR a✓�E OR VISION PANELS. �. sdo "1IIRANCE DOORS HALL BE pROViDEE) WITH A DOOR SCOPE - I t . Ito e7 •' ll. F=RONT irlAlN � Is�fE�.I�a 1 �tuO�1'oasidaa of OR V1. )N PANFI g o p IFs:i i V 1 • ` YYw'w• intemstwmi BY•t:aspo�►S' , q Y �'q•� aw.045m 1 .f�St".1.3Li'i'if � ' .1,•� ''/ �•v •' •, .. `� .5,...�.>1 c`,. ... Y�...-. _-.....,..,.-,a-.,•.-...-.,........... .. -. ..i i�ia4f:•/'!!mom .: . . ,• , •.. ', � f""•, I.41':r''g e .. .......,_... -•n.,.,,..-.,,_..... _..- t IL �pi10QQ(15A�'1 � '• •,� .'.� ++tea, Y 1 wvp"-Am 4.. 2fa1 J' ✓ • /lputrry - I .O.Q.rfi,•. al W H� �'� . 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