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04-1660(3)-006• 1 1• Y•• i Y / 1 1 1/ r• Y • • V : • 'i Y Y • • • Y • • i V • Y • Y i Y Y w w i • Y • r• V Y Y » • Y Y • • • Y U • • • • r • • • • • r r • » Y •Yrw • »wwr •uY •Gr• r • r • r Y Y ♦ • • r Y v CAULK I X 4 P.T. WOOD BLOCKING, AS REQUIRED 3/16" 4 X 2 1/4" LONG TAPCON- CONC. SCREWS, W/ A MIN. OF IMBEDEMENT OF 1 114" INTO CONC, SPACED G" FROM EA. END, 4 BALANCE AS IT 15 DESCRIBED IN THE NOTICE OF ACCEPTANCE SCREE" — _ - (WHEN RECUIRED) CAULK CONC. SLAB CONCRETE TIE BEAM R -4.5 INSULATION IN CAVITIES 1/2" GYPSUM WALL BOARD P.T. WOOD FURRING 5TRIP5 AT 24" O.G. CAULK I � ? I I I I TEMPERED GLA55 D00� HEAD v A D00 THRzESkOLD 'E-jL ID IN(']� G L A 5- 13 FR, D E TA � L NOTES: 1. WINDOW SCREWS 51ZE AND LOCATION AS PER APPROVED SHOP DRAWINGS 2. SCREWS TO PENETRATE A MIN, OF 3/4" INTO let BUCK. I X 4 PT. WD. BL..,..„ . 3/16" � X 2 114" LG. TAPCON CONC. SCREWS W/ A MIN. IMBEDMENT OF 1 114" INTO CONC. 0" TO 1/4" 1-1AX- GAP SPACED 6" FROM EA. END t BALANCE AS IT IS DESCRIBED IN THE NOTICE OF ACCEPTANCE INTEFIOR NOTE: WINDOW AND SLIDING GLASS DOOR INSTALLATION SHALL FE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS SET FORTH IN THE APPROVED PRODUCT CONTROL APPROVAL, 111 X 411 "1- BUc. (SAME AS ABOVE) GAP TO 114" MAX. WINDOW FRAME WINDOW FRAME ADD SHIM 1) 11 LONG X 111 WIDE AT EACH WINDOW SCREW - 1/4" TO 3/4'' MAX GAF FILL W1 FOAM BETWEEN SHIM PLATES WINDOW FRAME I" X 4" P.T. BUCK CONTINUOUS SHIM, I" WIDE (SAME AS ABOVE) LARGER THAN 3/4" CHAP UJ I �'N� LE-) 0 �J I N �"5 T A L L A T 10 N �J L E-E FP� A N C'- E= �5 N, T, 15, 200303990E W ©NC. I IAITCI STUCCO PERIMEI BACK B EXTEFIOfR D00 R j A�' i� / H 4 A E: 3" = 1� -0,,� 112" GYPSUM WALL BOARD R -4S INSULATION IN CAVITIES P.T. WOOD FURRING STRIPS AT 24" O.C. ACRYLIC CAULKING INTERIOR WOOD DOOR CASING 2X4 P.T. WOOD BLOCKING, ATTACHED TO CONC. MASONRY W1 114" 0 X 3" LNG. TAPCON CONC. SCREWS, W/ MIN, OF EMBEDMENT OF 1 -3/4" INTO GONG. SPACED 6 3" FROM EA. END t BALANCE w 12" O.C. w JAMB, 3 10" O.G. Q HEAD WOOD DOOR FRAME, INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACT. SPECIFICATIONS SET FORTH IN THE APPROVED PRODUCT CONTROL APPROVAL ENTRY DOOR, REFER TO DOOR SCHEDULE) HINGE 4XOX 0.025" PL,4TE, (e HINGES, UJHEN REQUIRE._.)) SEALANT 3/4" STUCCO CORNER BEAD TWO COAT STUCCO FIN15H (ON &11 CONCRETE MASONRY WALL 5" CONCRETE MASONRY WALL, (TYP.) RZEFER TO STR'UCT. DUGS. FOR REINF. �= T,� ES E ,5S I�INDOUJ NOTES IN AN OUTSIDE WINDOW OPERABLE FROM THE INSIDE, THE MODE OF OPERATION SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT, SUCH CLEAR OPENING SHALL BE NOT LE55 THAN 20" IN WIDTH, AND 24'1 IN HEIGHT, 5.1 50. FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54'1 ABOVE FINISHED FLOOR. AS PER SECTION 21 -2.2.3 OF THE 1e54 ED. OF NFPA. 101 I v q v d C p I X 4 PT. WD. BLOCKING W/ 3/16" 0 X 2 1/4" LG. TAPCON CONC. SCREW5 W/ A MIN, IMBEDMENT OF 1 114" INTO GONG, SPACED 6" FROM EA, END E BALANCE AS IT 15 DESCRIBED IN THE NOTICE OF ACCEPTANCE WEATHERSTRIPING PERIMETER CAULKING AND BACK BEDDING STUCCO I Ar fi VINYL WEATHER STRIPPING PERIMETER CAL A BACK BEDDI� 1= A r, ft I X 4 PT. WD. BLOCKING W/ 3/1611 0 X 2 114" LG. TAPCON CONC. SCREWS W/ A MIN. IMBEDMENT OF 1 114" INTO CONC. SPACED 611 FROM EA. END < BALANCE A5 IT 15 DESCRIBED IN THE NOTICE OF ACCEPTANCE CAULK SNAP IN GLAZING BEAD ( TYPICAL ) C-:; F_ N F �R A L N () T E 3 I. c� CAULK OQ BEARING CAPACITY OF 2,700 PSF, FILL MARBLE SILL z 9 ?C T � DRAWINGS FOR VERIFICATION OF LOCATIONS DENSITY AND FIELD TESTS SHALL BE TAKEN. DIMENSIONS OF ALL PROJECT REQUIREMENTS. PRECAST. CONC. SILL fy 12, SUBMIT 3 SETS SHOP DRAWINGS FOR THE MINIMUM YIELD NEW BILLET STEEL IN I �7 i ACCORDANCE WITH ASTM 4615 GRADE 60. C-:; F_ N F �R A L N () T E 3 I. FOUNDATION DE51GN IS BASED ON A SOIL 11, COORDINATE ALL STRUCTURAL WORK WITH BEARING CAPACITY OF 2,700 PSF, FILL ARCHITECTURAL, MECHANICAL AND ELECTRICAL SHALL BE COMPACTED TO 95i. OPTIMUM DRAWINGS FOR VERIFICATION OF LOCATIONS DENSITY AND FIELD TESTS SHALL BE TAKEN. DIMENSIONS OF ALL PROJECT REQUIREMENTS. 2. ALL REINFORCEMENT 5HALLBE 60,000 PSI 12, SUBMIT 3 SETS SHOP DRAWINGS FOR THE MINIMUM YIELD NEW BILLET STEEL IN I �7 ARCHITECTS REVIEW OF ALL ITEMS REQUIRING ACCORDANCE WITH ASTM 4615 GRADE 60. LJ FABRICATION. DO NOT FABRICATE UNTIL ALL BAR LAPS SHALL NAVE A MINIMUM OF APPROVED, 36 BAR DIAMETER PLACING Or- Q REINFORCEMENT SHALL CONFORM TO THE 13, ALL ROOF TRUSSES SHALL BE ANCHORED AT LATEST ACI AND MANUAL OF STANDARD EACH END WITH A I" X 14 GA HUGHES DTC 77 PRACTICE CODES. USE CORNER BARS IN STRAP /TRUSS SEAT EMBEDDED IN CONCRETE ALL FOUNDATION CORNERS TO MATCH BEAM AS SPECIFIED IN TYPICAL WALL SECTION REINFORCEMENT 51ZE AND SPACING. 3. ALL STRUCTURAL STEEL SHALL BE A5TM 14. MINIMUM CONCRETE COVER OVER REINFORCING A -36 STEEL ALL BOLTS SHALL BE ASTM STEEL AS FOLLOWS: 4-325 GRADE, ALL ANCHOR BOLTS SHALL FOOTING 311 BE ASTM A -301 GRADE. � COLUMNS 1 -1/2'1 1�-�- BEAMS 1 -1/2" 4. ALL STRUCTURAL STEEL SHALL BE FREE OF INTERIOR SLABS 3/411 SCALE, RUST, OIL AND OTHER DELETERIOUS EXPOSED SLABS 1 -11211 MATERIAL Q.> 15. PROVIDE 12" HIGH WATER HAMMER ARRESTING 5, ALL TIMBER SHALL HAVE A MINIMUM FIBER CHAMBER AT EACH FIXTURE GROUP. STRESS OF 1,250 PSI UNLESS OTHERWISE CQ NOTED ON DRAWING 5. 16. CONTRACTOR SHALL PROVIDE SEPERATE BIDS FOR COPPER AND PVC WATER LINES. 6. ALL TIMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE TREATED,, 17. ALL MATERIALS AND FIXTURES USED MUST HAVE AN APPROVED SEPERATING, MATERIAL, BE BRAND NEW, OR HAVE GALVANIZED ANCHOR SEAT. � Ia. FIRE STOPS SHALL BE PROVIDED AROUND TOP, 1, ALL BEARING PARTITIONS SHALL BE SECURED BOTTOM, AND SIDES OF SLIDING DOOR TO ADJACENT PARTITIONS, AND SHALL NAVE POCKETS, AT LEAST A 3 -STUD POST ALL ENDS AND CORNERS AND AT EACH END OF WINDOW AND I 'B. STRUCTURAL WOOD, SUCH AS 4 X 4'S OR DOOR OPENINGS. 4 X 6'5 SHALL BE DOUGLAS FIR, 2 X 4'S USED FOR STRUCTURAL WOOD POST 5. ALL PARTITIONS GREATER THAN 10 FEET HIGH COMPOSITE, YELLOW SOUTHERN PINE "2 OR WITHOUT A LATERAL SUPPORT SHALL HAVE BETTER. DOUBLE 2 X 4 STUDS AT 1611 O.C. (NAILED TOGETHER WITH IOD NAILS AT 611 O.C.) 20. ALL ROOF JOISTS, TRUSSES, LOOKOUTS, BEAMS AND GIRDERS SHALL BE SECURED `3. USE WASHERS AT ALL BOLTED TIMBER WITH APPROVED METAL STRAPS, CLIPS AND CONNECTIONS. ANCHORS AT CONNECTIONS IN ACCORDANCE WITH 5F5C CHAPTER 25. 10, ALL BEARING WALL OPENINGS SHALL HAVE (2) 2 X 12 HEADERS (TYPICAL UNLESS 21. ROOF TRUSSES AND JOISTS SHALL BE NOTED) WITH 1/2j1 PLYWOOD IN BETWEEN. PROVIDED WITH PERMANENT CROSS /LATERAL AND ALL BRACING REQUIRED TO RESIST UPLIFT AND LATERAL FORCES. �G L AFB N1�4FJz7 101 \1 NOT I. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS, APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH. 2, ALL SINGLE INTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM EXTERIOR WITH A MINIMUM OF 6000 P05515LE KE'T' CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERT 3. THE ACTIVE LEAF OF PAIRS OF EXTETIOR. SWING DOORS. SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERRIOR DOORS. THE INACTIVE LEAF OF THESE (PAIRS OF DOORS SHALL HAVE MULTIPLE POINT LOCKS WITH 518" MINIMUM THROW BOLT WITH INSERTS. 4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OF, OPERABLE .FROM EXTERIOR AT THE JAMB. HEAD. SILL OR AT MEETING MULLIONS, THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK AREA TO MAfNTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM OUTSIDE, 5. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON- iREMOVABLE PINS, h. JAMBS OF ALL EXTERIOR OFFSETTYPE IN -SWING DOORS BE RABBETTED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES. �. SINGLE, SWINGING, EXTERIOR DOORS, IF WOOD SHALL BE SOLID CORE OF NOT LESS THAN 1 -3/5" THICK. & GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE'S STANDARD 25-f.1. g VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WIHTIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF L005E AND SWINGING DOORS SHALL COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE'S STANDARD 29rt,1 10. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED 50 THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MFG5. ASSOC. STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303,3 11, FRONT AND MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANELS 5- A F E T 'r / E C: � FR_ E_ 5- 5 � D 0 (: � F P,, I'\ I C - � - L 5 I. NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAPE SHALL BE LESS THAN 32" WIDE, EXCEPT THAT BATHROOM DOORS MAY BE 2411 WIDE, UNLESS A LARGER DOOR OPENING 15 RECUIRED TO SATISFY THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2, EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET, 3- EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN A EMERGENCY. 4. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING 15 OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT EGRESS OR WHICH CAN NOT BE EASILY ENGAGED SHALL BE PROHIBITED. J.N. —� K.C. DATE: 08 -00 -2404 1I SHEET eJ��L D-1 S� 'J I I �7 �+'�) LJ Q J.N. —� K.C. DATE: 08 -00 -2404 1I SHEET eJ��L D-1 'J I I �7 �+'�) LJ Q • F -- Ln -I 77 Q Q � O 1�-�- Q.> Q CQ � � I J.N. —� K.C. DATE: 08 -00 -2404 1I SHEET eJ��L D-1 'J I I �7 �+'�) LJ Q • F -- Ln -I 77 O 1�-�- Q.> CQ J.N. —� K.C. DATE: 08 -00 -2404 1I SHEET eJ��L D-1