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PLANSDESCRIPTION SQ.FT LOT SIZE 8957 0 EXISTING RESIDENCE 2648 0 0 PROPOSED ADDITION 398 TOTAL LOT COVERAGE 3046 0 5 0 N 4- -ice * -1L -11 11 -11- *-11 - 10' -3" 0 10' -3" ■ i- i- F- i. -i -} -i = -} } i= i-1�-� E- #- K--- a4 -I�t = # -i-[ -i = i i -R F- L-- .- 'r- i -°--- 6.05' ,c- R - I:i lOt/t/ i -- 4 SEPTIC TANK 1050 GLS 21.4' 15.05' UNOBSTRUCTED AREA 1143 SQ. FT. DRAINFIELD AREA 572 SQ. FT. PROPERTY LINE 49' -0" -0.11 Yikil_• X00 �.,nr�, t! APPROVED Fcn itL4. 0 11G5 -rt Pate.: CcA:uty sirs.', iii ;.;• -; ..� _... SIT !NS fAi t .V __OF SI IGIIIIILY LL HIED SOIL 1 UO[ OM OF DRAINFLELD IN ill 1. ,VA? IoN__. 2- 6 '- 9 1.30TIcM OF URA !Ni 1T., Er EV_"i lION - l ��' _ I'J�;2J \i�t, e c --� ���� -`y Ci � t�i`�( ?:A 3i r ^,I_.T I31: > W'v1L`I:.' . NI} I i�l `' R 'oR. 3m N La, W/M 16.15' 81.16 2.5'U.E. EXISTING 0 \E STORE RESIDENCE // 1042 F.F.E= 12.1 FT (NGVD) _ 0 u) 81.16 20.C5' 95th PLA\ 1/8",v__0” 13.2' • STREET c 5.0' SIDEWALK • • 1, • 23.5'PARKWAY 10.00' SIDE SETBACK • • • • 4 ... - • • _ SL D SE,TBA. • 4 •. • j .• N • • • • • 4 • • EDGE OF PAVEMENT • • • C0 0 \OTE: DEMOLITION NOTES 1- CONTRACTOR IS RESPONSABLE FOR VERIFYING ALL EXISTING CONDITION PRIOR TO COMMENCING NORK 2 -G.C. IS RESPONSABLE FOR THE STORAGE AND DI'iPOSAL OF DEBRIS CAUSED BY ANY DEMOLITION REQUIRED BY THIS JOB 3- G.C. IS RESPONSABLE FOR PROVIDING BARRICADES TO STOP ANY PEDESTRIAN TRAFFIC AT THE AREA FOR CONSTRUCTION 4- IN THE EVENT THAT ANY DISCREPANCES ARE FOUND DURING THE DEMOLITION STAGE, THE G.C. IS RESPONSABLE FOR NOTIFYING THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK 5- ALL ABANDONED PLUMBING PIPES BELOW SLAB AND INSIDE WALLS SHALL BE CAPPED OFF 6- ALL ELECTRICAL OUTLETS, FIXTURES AND EQUIPMENT THAT IS REMOVED SHALL HAVE ALL WIRES PULL BACK ALL THE WAY TO THE POINT OF ORIGING PROVIDE 3 -1/2" BATT INSULATION WITHING 7- G.C. IS RESPONSABLE FOR NOTIFYING THE ARCHITECT OF ANY GAS LINES,OR FUEL STORAGE TANKS FOUND IN THE PATH OF CONSTRUCTION PRIOR TO REMOVAL 8- G.C. SHALL KEEP THE JOB SITE CLEAN AND CLEAR OF ANY DEBRIS THAT MAY OCCUR DUE TO THE SCOPE OF WORK. 9- G.C. IS RESPONSABLE FOR PATCHING UP ANY AREA DAMAGED DUE TO THE DEMOL1110N OR CONSTRUCTION OF THIS PROJECT. 10- G.0 G.C. IS RESPONSABLE FOR PROVIDING AN ASBESTOS REPORT PRIOR TO THE REMOVAL OF ANY MATERIALS. 11- G.C. SHALL DISCONNECT ALL EXISTING UTIUTIES PRIOR TO COMENCING WORK. EXISTING BEDROOM EXISTING BEDROOM THERE ARE NO PERTITENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION. REVISION1 2. REVISION2 3. REVISION3 4. REVISION4 SI iF F T Al h EXISTING BEDROOM SOIL STATEN DEMOLITION WALL LEGEND EXISTING BUILDING ELEMENT TO REMAING EXISTING BUILDING ELEMENT TO BE REMOVED LEGAL DESCRIPTIO\ F.FLOOR ELEV. =0' -0" EXISTING FAMILY ROOM EXISTING LIVING ROOM h EXISTING FLOOR PLAN SCALE: 1/4" = 1' -0" \T : UPON VISUAL INSPECTION OF THE SITE INDICATES UNDISTURBED SAND AND LOOSE ROCK WITH A BEARING PRESSURE CAPACITY OF 2,000 PSF . THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGNED IS BASED EXISTING KITCHEN EXISTING DINING LOT 5, BLOCK OF "KRISBY'S ADDITION TO MIAMI SHORES" SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLATBOOK 41 AT PAGE -44 OF THE PUBLIC RECORDS OF DADE COUNTY FLORIDA 0° 1 1 00 00 DEMOLISH C.M.0 WALL BLOCK UP WINDOW OPENING RELOCATE WINDOW EXISTING GARAGE 7" PROVIDE NEW OPENING TO ACOMODATE NEW DOOR BOOR SCI IED L- NO. LOCATION BASE slzE CEILING TYPE MATERIAL FINISH THRESHOLD JAMB REMARKS WIDTH HEIGHT THICK 1 MASTER BEDROOM 3' -0" 6' -8" 1 3/8 'PRE-HUNG MASONITE MASTER BEDROOM WOOD WOOD GYP. BRD. 2 MASTER BATH 2' -8" 6' -8" WOOD PRE -HUNG MASONITE GYP. BRD. HANDICAP 3 W.I.0 2' -0" 6' -8" PRE -HUNG MASONITE 4 MASTER BEDROOM 3' -0" 6' -8" 1 3/8' FRENCH ALUMINUM /GLAS 5 KITCHEN 2 3' -C 11 6' -8" 1 3/8' FRENCH ALUMINUM /GLAS WOOD - "C" LABEL,1HR. RATED W /SELF CLOSER 6 GARAGE 2' -8" 6'-8 1 3/4" WOOD MASONITE 7 GARAGE 2' -8" 6' -8" 1 3/4" METAL MASONITE WOOD ROOV FI \ISH SCH -MULE ROOM FLOOR BASE WALLS CEILING CLG. HT. REMARKS MASTER BATH TILE TILE GYP. BRD. GYP. BRD. KITCHEN TILE - GYP.BRD GYP. BRD. MASTER BEDROOM WOOD WOOD GYP. BRD. GYP. BRD. CLOSETS & LINEN WOOD WOOD GYP. BRD. GYP. BRD. EXISTING BEDROOM EXISTING BEDROOM 1 ,1 EXISTING BEDROOM MEAN OF ESCAPE NOTE: a 0 0) 0 EXISTING N 11' 14'- ALL EGRESS WINDOWS TO COMPLY W/ F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" WIDEX24" HIGH AND 5.7 S.Q FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR, THE MODE OF OPERATION MUST NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING, AND NO PART OF THE OPERATION MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE THE FINISHED FLOOR EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET 15' -6" 11 " FAMILY ROOM EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUSIDE DURING AN EMERGENCY WHEN LOCKED 1_ EXISTING 2' -5" EXISTING EXISTING LIVING ROOM NOTE: GROUND FLOOR PLAN (---- EGRESS DOOR SCALE: 1/4" = 1' -0" EXISTING 11 -10" 11 -10" M 0) F. FLOOR ELEV. =0' -0" 13'- WIC. 11 -10" EXISTING DINING EXISTING GARAGE SOIL TO BE TERMITE TREATED AS PER SECTION 2913.5 2 SH 23 O 11" T1 9 -10" 11 MASTER BATH 9' -10" 00 0v °0 000 -10 KITCHEN SELF CLOSER DOOR N •4 0 0 A H,1! SH 1/2 34 SH 1/2 34 SH 23 CAT -II SAFETY GLASS SH 23 5/8" GYPSUM BOARD ON METAL STRIPS © 16 "O.C. ONE (1) LAYER 5/8" TFIK. GYPSUM BOARD EACH FACE OF STUD NAILED W/ 6d COOLER NAILS 0 7" O.C. NOT TO SCALE 2 X 6 WD. BACKING FOR CAB. BACKIING 2 X 4 WD. BACKING AT BOT. OF WALL CABINET AND AT WALL HUNG PLUMBING FIXTURES INTERIOR PARTITION 3 -5/8" METAL STUDS © 16" O.C. (TYP.) FLOOR ROOF SJ Tl METAL HEADER METAL BRACING 5 A.F.F. METAL RUNNER TYPICAL INTERIOR PARTITION WALL 0 CEILING / COUNTERTOP r WOOD BACKING DETAIL NOTE AS PER F.B.C. 2318.1.15 Wall hung fixtures. Studs in bearing walls, exterior walls and non — bearing partitions supporting wall hung plumbing fixtures and wall cabinets shall be not less than 2x4, where spaced not more than 16 inches (406 mm) on center or, not Tess than 2x6, where spaced not more than 24 inches (610 mm) on center. A minimum 2x4 horizontal wood member, securely fastened to not Tess than two such studs, shall be installed for the attachment of each wall hung plumbing fixture and wall cabinet. 3 5/8 " -220A. STUDS ® 16" O.C. METAL STUDS ® 24 "O.C. BURGLARY INTRUSION NOTES 1. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF KEY -IN- THE KNOB LOCK IS USED THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 2. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOOR. THE INACTIVE LEAF OF THESE PAIR OF DOORS SHALL HAVE MULTIPLE POINT LOCKS WITH 5/8" MIN. THROW BOLTS WITH !INSERTS. 3. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OR OPERABLE FOR EXTERIOR, AT THE JAMB, HEAD, SILL OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK ARE TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM OUTSIDE. 4. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLT OR BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. 5/8 ". OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED AND LOCKED BY ELECTRIC POWER. 5. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON REMOVABLE PINS. 6. JAMS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS BE RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES. 7. SINGLE SWINGING EXTERIOR DOOR IF WOOD, SHALL BE SOLID CORE OF NOT LESS THAN 1 1/8" THICK. 8. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTES- STANDARD 297.1. 9. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING 141THIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTES - STANDARD 297.1. 10. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURER'S ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. 11. VENTS CN OVERHEAD GARAGE TYPE DOORS SHALL NOT BE INSTALLED CLOSER THAN 40" TO THE INSIDE LOCK ACTIVATING DEVICE. 12. SINGLE SWING EXTERIOR AND SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREA SHALL BE A MIN. 1 3/8" THICK, SOLID CORE, AND SHALL BE SECURED WITH A LATCH AND SINGLE DEAD BOLT SETS WITH LATCH THROW MIN. OF 1/2" AND BOLTS HAVING A MIN. OF 1" THROW. 13. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANEL. 14. 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 15. CLOSET DOORS IF LATCHED SHALL BE SUCH THAT CHILDREN CAN OPEN DOOR FROM THE INSIDE OF THE CLOSET 16. EVERY BATHROOM DOOR SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY 0 N to n N r7 N N. up cip 00 0 X 0 L SHPFT A7 0 LL 0 co I— LiJ V ) (f) 0 4-J 0 in -J mu- vi zw N 0 0 (f) 7 REVISION1 2. REVISION2 3. REVISION3 4. REVISION DESCRIPTION SQ.FT LOT SIZE 8957 till lij EXISTING RESIDENCE 2648 398 0 rp PROPOSED ADDITION TOTAL LOT COVERAGE 3046 rp l — i-- w— w—+ r— �r--+ s'-- rr--+ r— r-- �r-- s-- w— w— �r— w— ;�;.— e— n-- w— s-- .R= w-- w•—+ w w ' w ■ 2) 0 0 EXISTING SEPTIC TANK EXISTING DRAINFIELD PROPERTY LINE L.; CNi t\!__ M 1 81.16 1 /8" =1' -0" 81.16 \.E 95th SITE PLAN 2.5'U.E. 5.0' SIDEWALK 23. 5'PARKWAY STREET EDGE OF PAVEMENT CO V) DEMOLITION NOTES 6.05' EXISTING ONE STORE RESIDENCE # 104 flfave CONC. WALK. COVC. • DR VEWAY G FLOOR PLAN 1/4" = 1' -O" 1- CONTRACTOR IS RESPONSABLE FOR VERIFYING ALL EXISTING CONDITION PRIOR TO COMMENCING WORK 2 -G.C. IS RESPONSABLE FOR THE STORAGE AND DISPOSAL OF DEBRIS CAUSED BY ANY DEMOLITION REQUIRED BY THIS JOB 3- G.C. IS RESPONSABLE FOR PROVIDING BARRICADES TO STOP ANY PEDESTRIAN TRAFFIC AT THE AREA FOR CONSTRUCTION 4- IN THE EVENT THAT ANY DISCREPANCES ARE FOUND DURING THE DEMOLITION STAGE, THE G.C. IS RESPONSABLE FOR NOTIFYING THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK 5- ALL ABANDONED PLUMBING PIPES BELOW SLAB AND INSIDE WALLS SHALL BE CAPPED OFF 6- ALL ELECTRICAL OUTLETS, FIXTURES AND EQUIPMENT THAT IS REMOVED SHALL HAVE ALL WIRES PULL BACK ALL THE WAY TO THE POINT OF ORIGING PROVIDE 3 -1/2" BATT INSULATION WITHING 7- G.C. IS RESPONSABLE FOR NC !TYING THE ARCHITECT OF ANY GAS LINES,OR FUEL STORAGE TANKS FOUND IIN THE PATH OF CONST RUCTION PRIOR TO REMOVAL 8- G.C. SHALL KEEP THE JOB SITE CLEAN AND CLEAR OF ANY DEBRIS THAT MAY OCCUR DUE TO THE SCOPE OF WORK. 9- G.C. IS RESPONSABLE FOR PATCHING UP ANY AREA DAMAGED DUE TO THE DEMOLITION OR CONSTRUCTION OF THIS PROJECT. 10- G.0 G.C. IS RESPONSABLE FOR PROVIDING AN ASBESTOS REPORT PRIOR TO THE REMOVAL OF ANY MATERALS. 11- G.C. SHALL DISCONNECT ALL EXISTING UTILITIES PRIOR TO COMENCING WORK. LEGAL DESCRIPTION : SOIL STATEMENT : DEMOLITION WALL LEGEND EXISTING BUILDING ELEMENT TO REMAING EXISTING BUILDING ELEMENT TO BE REMOVED LOT 5, BLOCK OF "KRISBY'S ADDITION TO MIAMI SHORES" SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLATBOOK 41 AT PAGE -44 OF THE PUBLIC RECORDS OF DADE COUNTY FLORIDA UPON VISUAL INSPECTION OF THE SITE INDICATES UNDISTURBED SAND AND LOOSE ROCK WITH A BEARING PRESSURE 1 CAPACITY OF 2,000 PSF . THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGNED IS BASED E SCALE: F. FLOOR ELEV. =0' -0" J lJ J 1J 0 0 Lil m 1i1 DEMOLISH C.M.0 WAIL. BLOCK UP WINDOW OPENING RELOCATE WINDOW PROVIDE NEW OPENING TO ACOMODATE NEW DOOR ROOV FINISH SCHEDULE DOOR SCHEDULE , NO. LOCATION CEILING SIZE REMARKS MASTER BATH TYPE MATERIAL FINISH THRESHOLD JAMB r- REMARKS WIDTH HEIGHT THICK GYP. BRD. 1 MASTER BEDROOM 3' -0" 6' -8" WOOD 1 3 /8'PRE -HUNG MASONITE CLOSETS & LINEN WOOD WOOD GYP. BRD. 2 MASTER BATH 2' -8" 6' -8" PRE -HUNG MASONITE IIA 3 W.I.0 2 -0" 6' -8" PRE -HUNG MASONITE 4 MASTER BEDROOM 3' -0" 6 -8" 1 3/8' FRENCH ALUMINUM /GLASS 5 KITCHEN 2 3'- C "6' -8" 1 3/8' FRENCH ALUMINUM /GLASS 6 GARAGE 2' -8" 6' -8" 1 3/4" WOOD MASONITE WOOD WOOD " C" LABEL,1HR. RATED A /SELF CLOSER 7 GARAGE 2' -8" 6' -8" 1 3/4" METAL MASONITE ROOV FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING CLG. HT. REMARKS MASTER BATH TILE TILE GYP. BRD. GYP. BRD. KITCHEN TILE - GYP.BRD GYP. BRD. MASTER BEDROOM WOOD WOOD GYP. BRD. GYP. BRD. CLOSETS & LINEN WOOD WOOD GYP. BRD. GYP. BRD. N n (.t (;) MEAN OF ESCAPE NOTE: 7 1 — ^„ 'co 11' -7" 14'- EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET 15' -6" PP ALL EGRESS WINDOWS TO COMPLY W/ F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" WIDEX24" HIGH AND 5.7 S.Q FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR, THE MODE OF OPERATION MUST NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING, AND NO PART OF THE OPERATION MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE THE FINISHED FLOOR EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUSIDE DURING AN EMERGENCY WHEN LOCKED EXISTING EXISTING NOTE: EGRE 8' 0) J 1 GROUND FLOOR PLAN • S DOOR 13' SCALE: 1/4" = 1' -0" EXISTING 11' - 10" 11' - 10" 11' -10" 1 0) F.FLC OR ELEV, =0' -0" , 1 -? ' r M ' STER BEDROOM DINING 22' -4" N 8 " a t ■ MASTER BAT- 9' -10 11" SOIL TO BE TERMITE TREATED AS PER SECTION 2913.5 2 SH 23 9 -10" O ° U 000 9' -10 .r1P! !) KITCHEN 3 -3' ( SELF CLOSER DOOR 0 0 O 0 O SH 1/2 34 SH 1/2 34 SH 23 CAT -II SAFETY GLASS SH 23 5/8" GYPSUM BOARD ON METAL STRIPS © 16 "O.C. ONE (1) LAYER 5/8" THK. GYPSUM BOARD EACH FACE OF STUD NAILED W/ 6d COOLER NAILS ® 7" O.C. 2 X 6 WD. BACKING FOR CAB. BACKIING 2 X 4 WD. BACKING AT BOT. OF WALL CABINET AND AT WALL HUNG PLUMBING FIXTURES INTERIOR PARTITION 3 -5/8" METAL STUDS ® 16" O.C. (TYP.) FLOOR ROOF METAL BRACING ED 5' -0" A.F.F. TYPICAL INTERIOR PARTITION NOT TO SCALE 3 5/8 " -22GA. STUDS © 16" O.C. METAL STUDS © 24 "O.C. METAL RUNNER CEILING METAL HEADER COUNTERTOP r WOOD BACKING DETAIL NOTE AS PER F.B.C. 2318.1.15 Wall hung fixtures. Studs in bearing walls, exterior walls and non — bearing partitions supporting wall hung plumbing fixtures and wall cabinets shalt be not Tess than 2x4, where spaced not more than 16 inches (406 mm) on center or, not less than 2x6, where spaced not more than 24 inches (610 mm) on center. A minimum 2x4 horizontal wood member, securely fastened to not Tess than two such studs, shall be installed for the attachment of each wall hung plumbing fixture and wall cabinet. BURGLARY INTRUSION NOTES 1. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF KEY -IN- THE KNOB LOCK IS USED THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 2. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOOR. THE INACTIVE LEAF OF THESE PAIR OF DOORS SHALL HAVE MULTIPLE POINT LOCKS WITH 5/8" MIN. THROW BOLTS TH INSERTS. 3. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OR OPERABLE FOR EXTERIOR, AT THE JAMB, HEAD, SILL OR AT MEETING MULLIONS. 1HESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK ARE TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM OUTSIDE. 4. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLT OR BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. 5/8 ". OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED AND LOCKED BY ELECTRIC POWER. 5. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON REMOVABLE PINS. 6. JAMS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS BE RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES. 7. SINGLE SWINGING EXTERIOR DOOR IF WOOD, SHALL BE SOLID CORE OF NOT LESS THAN 1 1/8" THICK. 8. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTES - STANDARD 297.1. 9. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTES - STANDARD 297.1. 10. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURER'S ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. 11. VENTS ON OVERHEAD GARAGE TYPE DOORS SHALL NOT BE INSTALLED CLOSER THAN 40" TO THE INSIDE LOCK ACTIVATING DEVICE. 12. SINGLE SWING EXTERIOR AND SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREA SHALL BE A MIN. 1 3/8" THICK, SOLID CORE, AND SHALL BE SECURED WITH A LATCH AND SINGLE DEAD BOLT SETS WITH LATCH THROW MIN. OF 1/2" AND BOLTS HAVING A MIN. OF 1" THROW. 13. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANEL. 14. 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 15. CLOSET DOORS IF LATCHED SHALL BE SUCH THAT CHILDREN CAN OPEN DOOR FROM THE INSIDE OF THE CLOSET 16. EVERY BATHROOM DOOR SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY 0 1 TILE ROOF (TO MATCH EXISTING) OVER (1) LAYER OF 90# SLATE HOT MOPPED OVER (1) LAYER 30# FELT TIN TAGGED OVER 5/8" EXTERIOR GRADE PLYWOOD 3" x 3" 26 GA .GALV. METAL LAPPED 6" AND NAILED 0 4 "C.C. OVER 1 "X2" P.T. WD. NAILER CONT. TOP OF BEAM EL.SEE PLAN TO MATCH EXIST. 2 "X8" WD. FASCI W 2-16D NAILS EA. TRUSS 4 "X16" SCREEN VENT CONT. LIGHT TEXTURED STUCCO ON 8" CONC. BLOCKS PROVIDE HORIZONTAL JOINT REINFORCEMENT © 16 "O.C. EVERY OTHER BLOCK COURSE #8 TRUSS TYPE TYP. GROUND FL. FIN. \� U ‘0 V , ( 11J Y 7 PJ • 5/8 CDX EXTERIOR PLYWOOD NAILED WITH #8D— NAILS SPACED 6" O.C. © EDGE 6" O.C. INTERIOR TYPICAL # 10 D NAILS 0 4" AT GABLE END. #30 FELT 2" MIN. LAPPED,TIN —CAP 32 GA. X1 5/8" DIAM. NAILED 0 12" O.C. :11 ;11= 1j =1 PRE —FAB WOOD TRUS PER MANUFACTURES EXISTING BATT INSULATION (R =30) . . i i . ? • NM it 'L V O a_ J O 8d B TB 8 "X18 "VENT BEYOND EL. TO MATCH EXIST FTG. CONC. FTG., SEE PLAN 3 1/2 DRIP ROOF l'(P C A 1 "X4" P.T. WD. FIRE STOP HURRICANE STRAP .SEE STRUCT. PLANS 8 "X12" CONC. TIE BM. ( EXISTING) SPRAYED INSULATION (R =3) 1"X4" P.T. WD. FIRE STOP 1/2" GYPSUM BOARD ON 1 "X2" WOOD FURRINGS AT 24" O.C. # 5 DOWEL 0 48" C.0 NAILS 0 4" 2 X 10 WOOD JOISTS © 16" SEE STR. PLANS FOR CONNECTOR 3 X 10 P.T. WOOD LEDGE W/ 3/4" DIA KWIK BOLT II BY HILTI W/ 4" MIN EMBED IN CONC. TYPICAL WALL SECTION 3/4" = 1' -0" SCALE 1/2" GYPSUM BOARD ON 1"x3" OR METAL HI —HAT FURRINGS AT 24" O.C. ES AS PECS. 1"X4" P.T. WOOD NAILER CONT. (TYP) 4" WOOD BASE BCARD SEE PLYWOOD FLOOR SHEATING NOTES FT INSULATION (R =19) PLYWOOD FLOOR SHEATHING: A. USE 3/4" PLYWOOD FLOOR SHEATHING WITH 48/24 SPAN RATING. B. ALL EDGES OF PLYWOOD PANELS SHALL BE CONTINUOUSLY SUPPORTED BY SUB — JOISTS. C. LAY PLYWOOD PANELS CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAIN PERPENDICULAR TO THE JOISTS. END JOINTS SHALL OCCUR AT CENTER OF JOIST WITH BOTH PANELS FASTENED TO JOIST. END JOINTS SHALL BE STAGGERED. HOLD EDGES OF PANELS 1/2" AWAY FROM MASONRY WALLS. D. FASTEN PLYWOOD SUBFLOOR PANELS TO SUPPORTING JOISTS AND SUB — JOISTS WITH 10d COMMON NAILS AT 4" O.C. MAXIMUM AT ALL SUPPORTS & 2" O.C. ALONG THE EXTERIOR WALLS. SEE STR. PLANS FOR CONNECTOR 26 GA.GALV. METAL DRIP OVER 1"X2" P.T. WD. NAILER CONT. 2 "X8" WD. FASCIA "SIMPSON" H -4 HURRICANE TIES ® EA.OUTLOOKER CONNECTION W /4 -8D NAILS TYPICAL 2 "X4" P.T.CONT.TOP & BOT.W/ 1/2 "X6" A.B. 04' -0" TYP. X6" A.B 0 4' -0" TYP CONC.FILL CELL BOT. CONC.BEAM LI] SCALE Fl 2 SH 23 P= +43.68 PSF P=-58.70 PSF ROOF TILES OVER (1) LAYER OF 90# SLATE HOT HOPPED OVER (1) LAYER 30# FELT 11N TAGGED OVER 5/8" EXTERIOR GRADE PLYWOOD EXISTING SCALE: RIGHT S SCALE: 8 "X8" CONC. RAKE BEAM W/2 #5 CONT. 'X' BRACING IN DOTTED LINE SHALL BE PROVIDED AT CENTER OF GABLE END CABLE END DETAIL 3/4" = 1' -0" 2 "X4" 'X' BRACING NAILED TO BLOCKING W/3 -16D NAILS EA. END TYPICAL iN— EXISTING TILE ROOF 2 "X4" BLOCKING 04'NAILED W/2 -16D NAILS EA. END TO TRUSS TOP & BOT. CHORD r‘r‘fr‘Jr‘ LIGHT TEXTURE STUCCO ON METAL WIRE OVER 5/8" CDX EXT. PLYWOOD BATT INSULATION (R =30) DI- FLFVA EXISTING P11 1 SH 23 P= +43.68 PSF P= -58.70 PSF RFAP PLFVATIO\ NEW TILE ROOF 1/4" = 1' -0" 1/4" = 1' -0" (1 t. REVISIONI 2. REVISION2 3. REVISION3 4. REVISION4 SI IFFT A3 SH 23 P= +43.68 PSF SH 1/2 34 P= -58.70 PSF P= +43.68 PSF P= -58.70 PSF SH 1/2 34 P= +43.68 PSF P= -58.70 PSF EXISTING j u T. OF T. BM. ELEV. =9' -0" (FIELD VERIFY) FF ELEV. =O' -0" Au T. OF T. BM. ELEV. =9' -0" (FIELD VERIFY) Aub FF ELEV. =0' -0" COLUMN SCHEDULE MARK SIZE REINFORCEMENT REMARKS VERTICAL TIES TC -1 8" x 12" 6 # #3 © 8" TIE COLUMN ® 8" x 12" 4 # #3 0 12" TIE COLUMN 12" -- 2 #5 0 F4.0 4' -0" X 6' -O" 12" 5 114 8 #4 #5 FC 1#5 IN GROUT FILLED CELLS @ 48" MAX. 595 LBS 885 LBS WOOD TRUSSES & GIRDERS CONNECTORS SCHEDULE FOOTING SCHEDULE MARK SIZE DEPTH BOTT REINFORCEMENT REMARKS SHORT WAY LONG WAY TAPL16 975 LBS 595 LBS 885 LBS 7- 10d 0 WF -16 16" x CONT. 12" -- 2 #5 0 F4.0 4' -0" X 6' -O" 12" 5 114 8 #4 #5 TAPL16 1- TAP12 2405 LBS 595 LBS 885 LBS 11- 10d TAPL16 8- lOd TAP12 SO WOOD TRUSSES & GIRDERS CONNECTORS SCHEDULE CONNECTOR LABEL CONNECTOR TYPE "USP" ALLOWABLE LOAD VALUES FASTENERS INTO STRAP SIZE & QUANTITY UPLIFT LAT. LOAD PARALLEL TO WALL LAT. LOAD PERPENDICULAR TO WALL STIRRUPS TAPL16 975 LBS 595 LBS 885 LBS 7- 10d 0 TAPL16 1350 LBS 595 LBS 885 LBS ' 11- 10d 0 TAPL16 + TAP12 2030 LBS 595 LBS 885 LBS 7- lOd TAPL16 8- 10d TAP12 #5 TAPL16 1- TAP12 2405 LBS 595 LBS 885 LBS 11- 10d TAPL16 8- lOd TAP12 SO TAPL16 + SGP3 3025 LBS 595 LBS 885 LBS 11: 181 -,PPI j16 5/8" DIA EXP. BOLT @ SGP.3 18 - 1O b 5/8 DIA EXP. BOLT 0 SGP'3 TAPL16 + SGP3 3755 LBS 595 LBS 885 LBS BEAM SCHEDULE MARK ELEV. SIZE BOTT. TOP CONT. "C" BARS "E" BARS STIRRUPS REMARKS B x D No. SIZE Mu No. SIZE No. SIZE No. SIZE No. s'zE w SPACING EACH END TB 8" x 12" 2 #5 2 #5 -76.6 P.S.F. # 4 # 3 10 AT 1 28" O. TIE BEAM " +" : DEAD LOAD PLUS LIVE LOAD GIRDER TRUSS REACTION " -" : NET WIND UPLIFT GIRDER TRUSS REACTION. "CB" : 2 X 6 VERTICAL WOOD "CROSS" BRACING CONNECTED TO TRUSSES AT EACH CONTACT POINT W/ 2- 16d NAILS. "HB" : 2 X 4 CONTINUOUS HORIZ. WOOD BOTT. CHORD BRACING CONNECTED 10 THE TOP OF EVERY TRUSS BOTTOM CHORD W/ 2- 16d NAILS. MAXIMUM SPACING BETWEEN BRACINGS SHALL BE 10' -0" SEE TRUSS MANUFACTURER SHOP DRAWINGS AND CALCULATIONS FOR ADDITIONAL CHORD AND WEB BRACING ROOF TRUSSES SUPERIMPOSED LOADS DEAD, TOP CHORD 15 P.S.F. DEAD, BOTTOM CHORD 10 P.S.F. LIVE 30 P.S.F. BASIC WIND PRESSURE, qz 44.1 P.S.F. V =146 MPH h= 25.7' EXP. "C" 1= 1.0 " Z " STRIP = 5-0" TRUSSES L < 17.3' GIRDER AND TRUSSES t 17.3' NET WIND UPLIFT, ZONE 1 -32.5 P.S.F. -28.6 P.S.F. NET WIND UPLIFT, ZONE 2 3 -79.8 P.S.F. -52.2 P.S.F. OVERHANGS & TERRACE -76.6 P.S.F. -76.6 P.S.F. l NOTE: ALL TRUSS TO BE WD. PRE -FAB. AND ENGINEERED 0 24" O.C. MFR. TO SUBMIT REQ. APROVAL OINATHE ARCH. CI IT TY PROVAL EXISTING P.T.WOOD JOISTS F. FLOOR 4" CONCRETE SLAB W /6X6 10/10 W.W.M. ON 95% WELL COMPACTED FILL ALL DRY DENSITY (DOUBLE WIRE MESH AT PERIMETER 30 ") FOUNDATON/GROUND FLOOR PLAN SCALE 1/4" = 1 -0" 10' -6" 4' -11" 5' -7" NT - EC TO MATCFT" EXfSI . EXIST. WF 2 X 10 P.T.WOOD JOISTS 0 16" 2 X 10 P.T.WOOD JOISTS 0 16" 2 X 10 P.T.WOOD JOISTS 0 16" NOTE: 1). 2). 3). 4). • • e c S -2 N EXIST. ROOF 6- 10d X 1 1/2" NAILS INTO EA. TAPL SEAT AT ALL TRUSSES, TAP12 ANCHOR D.C.P.A. No. 02- 0102.03 TAPL16 ANCHOR D.C.P.A. No. 02- 0102.03 SGP3 D.C.P.A. No. 02- 0102.03 EXIST. ROOF EXIST. ROOF TY ROOF FRAMING PLAN NC. RA E MATC t') r-K "EXIST. ROOF NT . (2) 3/4" DIA A -325 THRU BOLTS DRILL 3/4 "X6 1/2" HOLES TO RECEIVE # 5 BARS. FILL HOLES WITH SIKADUR -31 HI -MOD GEL EPDXY GRPUT OR EQUAL FOLLOW MRF INSTRUCTIONS PROVIDE MIN 6" EMBED (TYP. TOP & BOTTOM) EXIST. 8" CMU WALL SECTIO\ 3/4- _-,_ 9 REVISION1 EXIST. TRUSSES NEW CONC. COL. - EXIT T. TF CONT. 12" X 3/4" STEEL PLATE EA. SIDE OF EXIST. TB 1 2" ,l) A -325 fH`l'J BOLTS 13 0.::. STAGGERED HIGH AND LOW REMOVE EXIST MASONRY WALL ONLY AFTER CONCRETE COLUMN IS IN PLACE AND STEEL PLATES ARE IN PLACE AND CONNECTED AS SHOWN IN SECTION PRIOR TO THE START OF WORK IN THIS AREA THE CONTRACTOR SHOULD COORD. FIRST W/ ARCHITECT /ENGINEER. FOOTING NOTES: 1. AT ALL FOOTING CORNERS AND INTERSECTIONS, PROVIDE 2 #5 L- SHAPED CORNER BARS WITH 30 -INCH LONG LEGS. 2. LAP SPLICE BARS MINIMUM r6 - INCHES. 3. WHERE CONCRETE FOOTINGS E'EGIN FROM EXISTING CONSTRUCTION, DRILL 6" INTO SIDE OF EXISTING FOOTING FOOTING A,\D SET 2 #7 x 3' -0" DOWELS IN EPDXY ADHESIVE. COLUMN NOTES: 1. HOOKED DOWELS, SAME SIZE AND NUMBER AS VERTICAL REINFORCEMENT, SHALL BE EMBEDDED TO BOTTOM OF FOOTING BELOW AND SHALL LAP MINIMUM 30 BAR DIAMETERS WITH VERTICAL REINFORCEMENT IN COLUMNS. 2. HOOK ALL VERTICAL COLUMN REINFORCEMENT AT TOP. 3. WHERE NEW COLUMNS BEGIN FROM EXISTING MEMBERS, DRILL 6" INTO EXISTING CONCRETE ABOVE AND BELOW AND SET 2 #6 x 4' -O" DOWELS FOR TC's AND 1 #5 FOR FC's AND SC's. IN EPDXY ADHESIVE BEAM NOTES: 1. AT ALL BEAM CORNERS AND INTERSECTIONS, PROVIDE 2#5 L- SHAPED CORNER BARS WITH 30 -INCH LONG LEGS. 2. HOOK ALL TOP BARS AT ENDS. 3. ALL TOP AND BOTTOM BARS SHALL BE CONTINUOUS. WHERE NECESSARY, LAP SPLICE TOP BARS IN MIDDLE THIRD OF SPAN AND LAP SPLICE BOTTOM BARS AT SUPPORTS. LAP SPLICE SHALL BE MINIMUM 36- INCHES. STRUCTURAL NOTES: 0 WHERE CONC. FOOTING BEGINS FROM EXIST. CONSTRUCTION, DRILL 6" INTO SIDE OF EXIST. FOOTING & SET 2 #7 x 3' -0" DOWELS IN EPDXY ADHESIVE. 0 OPEN END SHELL OF EXIST. C.M.U. AND FILL MONOLITHIC WITH SC OR CONCRETE COL. 0 2 X 4 P.T. WOOD PLATE W/ 1/4" DIA "TAPCON" SCREWS 0 12 "W/ 1 3/4" MIN EMBED IN CONC. C I 3 X 10 P.T. WOOD LEDGE W/3/4" DIA KWIK BOLT II BY HILTI W/ 4" MIN EMBED IN CONC. 6S USE HANGER BY "HUGHES" UH28 W/ (4) 16d NAILS INTO JOIST AND (12) 16d NAILS INTO LEDGER(M.D.C.P.A. #00 - 0822.0) SEE DETAILS 2 AND 3 / S -1 FOR STRAP INFORMATION. SEE ARCM. DRAWINGS FOR FASCIA, EAVE VENTING AND CLADDING INFORMATION. REMOVE EXIST. ROOFING AND FASTEN EA. PIGGY BACK TRUSS THROUGH EXIST. SHEATHING BELOW W/ "HUGHES" RT1618TW STRAP TIE (MIAMI -DADE COUNTY PRODUCT APPROVAL No. 98- 0717.03 W/ 6 -16d NAILS INTO SIDE OF TRUSS AND 6 -16d NAILS INTO SIDE OF EA. INTERSECTING RAFTER. PENETRATE EXIST. SHEATHING ONLY AS REQUIRED FOR INSTALLATION OF STRAP. 0 ' M LLI Q3° Li o (c‘o) o 0 U� 9 . U z (f) -Jz 0 U X 0 z w a 2 X 10 WOOD JOISTS 0 16" 8d NAILS 0 4" 2 X 10 P.T.WOOD JOISTS 0 16" TB 8" X 18" VENT BEYOND SECTIO\ • 2 X 10 WOO - JOISTS 0 16 SEE GEN. STRUCT. NOTE No. 22 CONC. FTG., SEE PLAN SEE SOIL STATEMENT 3 SECTION 1 is/ 1 8" TO MATCH EXIST. SEE GEN. STRUCT. NOTE No. 22 CONC. FTG., SEE PLAN SECTION 5 3/4" = 1' -0" SEE GEN. STRUCT. NOTE No. 22 /-8d NAILS EL. TO MATCH EXIST FTG. SEE GEN. STRUCT. NOTE No. 22 EXISTING TB 8" X 18" VENT BEYOND EL. FTG. CONC. FTG., (EXISTING) - SEE PLAN FOR CONNECTOR TYPE 12" TO MATCH' EXIST. STANDARD HOOK 3" CL TB 8" CMU WALL, FOR REINF. SEE PLAN SECTION 4 3/4" = 1 ' -0" 2 X 10 WOOD JOISTS 0 16" EL. +9' -0" (FIELD VERIFY) PREFAB WOOD TRUSSES © 24" EE GEN. STRUCT. NOTES No. 22 8d NAILS 0 4 "� ._ UM 1 �� � II: x :1 1 SEE GENER. STRUCT. NOTES No, 19 PREFAB WOOD TRUSSES 0 24" W/ 2 X 6 TOP Sc BOTT. CHORDS 8" CONC. BLOCK WALL. FOR REINFORCED CELLS LOCATION SEE PIAN.(TYP) TB TOP OF FIN. FLOOR. 4" CONC. SLAB ON WELL COMPACT FILL W/ 6 x 6- W1.4 x W1.4 W.W.F. -x 1 #5 CONT DOUBLE WWFX5' -0" 111-111 VAPOR BARRIER " ` To- I fi (I COMPACTED FILL 9 GA LADDER TYPE JOINT REINF. 0 EVERY JOINT BELOW GRADE. FILL ALL CELLS SOLID W/ GROUT BELOW GRADE (TYP). EXTEND JOINT REINF. 4" INTO CONC. COLUMNS (TYP) 111 FOOTING (SEE FND. PLAN) SEE SOIL STATEMENT 0 . i L. c A co L__ • CD ce w SECTION 2 EL. +9' -0" 3/4" == '--0" (FIELD VERIFY) ' 8" X 18" VENT BEYOND SEE GENERAL STRUCT. NOTE No. 19 EXIST. RAFTERS AND CEILING JOISTS �- SEE PLAN FOR // CONNECTOR TYPE EXIST. TB TB L. TO MATCH EXIST. FTG. SECTION 6 11=111= 3" CL. CONC. FTG., SEE PLAN NEW CONC. COL. BEYOND 8 "X12" CONC.TIE BEAM 4 #5, #3 TIES 0 48 "C.C. (BEARING END) PREFAB PIGGY BAC SEE STRUCT. NOTE EL. SEE PLAN GRADE WINDOW OPENING 9 GA. LADDER TYPE HOR. JOINT REINF. EVERY SECOND COURSE (16" O.C.) EXTEND 4" INTO TIE COLUMNS 1 # 5 IN CONC. FILLED CELL USSES 2 # 5 CONT. LINTEL ADD 1 (BEARING END) BEAN DROP DETAIL 1. CODES: ALL WORK SHALL CONFORM TO THE FLORIDA BUILDING CODE, 2002 EDITION, AND ALL OTHER APPLICABLE LOCAL CODES. 2. DESIGN CRITERIA.: A. ROOF LOADS: LIVE LOAD 20 PSF DEAD LOAD 15 PSF(0 ROOF) 10 PSF (0 CEILING) B. FLOOR LOADS: LIVE LOAD 40 PSF SUPERIMPOSED DEAD LOAD 15 PSF GENERAL STRUCTURAL NOTES C. WIND LOADS: IN ACCORDANCE WITH ASCE 7 -88 [BUILDING CATEGORY I; 110 MPH WIND SPEED; EXPOSURE C; IMPORTANCE FACTOR I = 1.05]. SEE CALCULATIONS FOR ADDITIONAL INFORMATION. NET WIND UPLIFT ON TRUSSES: SEE ROOF PLAN 3. ELEVATION DATUM: ALL ELEVATIONS ON THESE STRUCTURAL DRAWINGS REFER TO TOP OF INTERIOR FLOOR AT 0' -0" 4. DIMENSIONS AND CONDITIONS: ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE, SCALE IS FOR GUIDELINE PURPOSES ONLY. IF DIMENSIONS ARE UNCLEAR, DO NOT SCALE, REQUEST CLARIFICATION FROM THE ARCHITECT OR ENGINEER. 5. METHODS & SAFETY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. 6. PROTECTION OF EXISTING CONSTRUCTION: EXISTING CONSTRUCTION WHICH IS TO REMAIN SHALL NOT BE DAMAGED. CONTRACTOR SHALL LOCATE AND PROTECT CONCEALED PIPES AND CONDUITS PRIOR TO DEMOLITION AND EXCAVATION AND TAKE APPROPRIATE ACTION TO PROTECT THEM AND TO PROVIDE FOR SAFETY. 7. CONSTRUCTION LOADS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY !METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. 8. CONFLICTS IN DOCUMENTS: IF CONFLICTS OCCUR IN OR BETWEEN ARCHITECTURAL AND ENGINEERING DOCUMENTS, BETWEEN DOCUMENTS AND FIELD CONDITIONS OR OTHERWISE, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER FOR CLARIFICATION AND DIRECTION BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. 9. CONSTRU'TION OBSERVATIONS: THE CCNit,',':10TOR SHALL OBTAIN APPROVAL INSPECTIONS OF ALL STRUCTURAL COMPONENTS (REINFORCEMENT PRIOR TO CASTING) LRCM BOTH THE CITY INSPECTOR AND THE ENSPECTING ENGINEER /ARCHITECT PRIOR TO CONTINUING WITH WORK. ANY STRU`:TURAL ITEM NOT APPROVED BY BOTH MAY BE SUBJECT TO REMOVAL AND RECONSTRUCTION. 10. SHOP DRAWINGS: A. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT COMPLETE SHOP DRAWINGS AS REQUIRED BY THESE NOTES. B. REVIEW AiND APPROVAL OF SHOP DRAWINGS IS FOR THE DESIGN CONCEPT ONLY. THE CONTRACTOR SHALL CHECK AND APPRO,'E THE SHOP DRAWINGS FOR COMPLIANCE AND COMPLETENESS BEFORE SUBMITTAL. APPROVAL BY THE ENGINEER OR ARCHITECT IS NOT FOR THE PURPOSE OF APPROVING CHANGES OR SUBSTITUTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS, QUANTITIES, JOB CONDITIONS, AND COORDINATION WITH ALL DOCUMENTS AND OTHER 1 RADES. 11. EXISTING SOILS: A. THE ENGIINEER HAS OBSERVED THE NEAR- SURFACE SOILS ON THIS SITE. THEY CONSIST OF A THIN LAYER OF TOP SOIL OVER LOOSE TO MEDIUM -DENSE SAND AND LIMEROCK. B. WITH THE: SOILS PREPARATION DESCRIBED BELOW, THESE SOILS ARE EXPECTED TO PRVIDE ALLOWABLE SOIL BEARING CAPACITY( IN EXCESS OF 2,000 PSF. 12. SOILS PREPARATION & ALLOWABLE BEARING: A. ALL AREAS OF NEW CONSTRUCTION SHALL BE STRIPPED OF EXISTING CONSTRUCTION TO BE REMOVED, PLANT, TOP SOIL AND OTHER DELETERIOUS MATERIAL. WHERE REQUIRED, THE EXISTING SOIL SHALL BE EXCAVATED TO THE BOTTOM OF PROPOSED SLAB OR FOOTING ELEVATION. THE CONTRACTOR SHALL VISUALLY INSPECT THE ENTIRE BUILDING AREA. IF SOILS DIIFFERENT FROM THOSE INDICATED ABOVE ARE ENCOUNTERED, NOTIFY ENGINEER FOR DIRECTION. THE ENTIRE AREA, PLUS A THREE FOOT PERIMETER, SHALL BE THOROUGHLY COMPACTED BY AT LEAST TEN OVERLAPPING PASSES IN PERPENDICULAR DIRECTIONS OF A VIBRATORY COMPACTOR TO ACHIEVE A MINIMUM OF 95% OF MAXIMUM DENSITY AS DETERMINED IN ACCORDANCE WITH AASHTO -180C OR ASTM D1557. IF FOOTINGS ARE EXCAVATED AFTER BUILDING AREA COMP; CTTION, THEN ALL FOOTING BEARING LEVELS SHALL ALSO BE COMPACTED TO MINIMUM OF 95% OF MAXIMUM DENSITY USING A HAND OPERATED VIBRATORY PLATE COMPACTOR. EXISTING CONSTRUCTION SHALL BE CONTINUOUSLY MONITORED DURING SOIL COMPACTION. IF CRACKING OR OTHER SIGNS OF SETTLEMENT OCCUR, CEASE SOIL COMPACTION AND CONNTACT ENGINEER. WHERE REQUIRED, CRUSHED LIMEROCK FILL (NO ROCKS GREATER THAN 2 INCHES) SHALL BE PLACED. EXCAVATED MATERIAL MAY BE USED IF FREE OF ORGANIC, MUCK OR OTHER DELETERIOUS MATERIALS. FILL SHALL B3E PLACED IN MAXIMUM TWELVE -INCH LIFTS. EACH LIFT SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUMA DENSITY. B. ALL LAYERS OF EXISTING SOILS AND FILL SHALL BE TESTED FOR DENSITY. SUBMIT TEST REPORTS TO THE ENGINEER. C. ALL SOIL. PREPARATION WORK SHALL BE MONITORED BY A GEOTECHNICAL ENGINEER, WHO SHALL ISSUE A STATEMENT OF COMPLIANCE AFTER COMPLETION OF THE SOILS PREPARATION. D. WITH THEE SOILS PREPARATION DESCRIBED ABOVE, THE ALLOWABLE SOIL BEARING CAPACITY IS EXPECTED TO BE AT LEAST 2 „000 PSF. 13. POLYETHYLE.NIE SHEET: POLYETHYLENE SHEET, PLACED CONTINUOUSLY, UNDER CONCRETE SLABS AND BEAMS PLACED ON GROUND SHALL BE MINIMUM 6 MIL. THICK. ALL JOINTS SHALL BE LAPPED MINIMUM 12 INCHES AND CONTINUOUSLY TAPED WITH MINIMUM OF TWO -INCH (WIDE VINYL TAPE. 14. CONCRETE (CAST-IN-PLACE): A. STANOARIDS: ACI 318, ACI 301 AND ACI 347. B. ALL CONICRETE SHALL BE PROPORTIONED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. SLUMP !SHALL BE 4" (+1") AND NO WATER SHALL BE ADDED TO THE CONCRETE AT THE SITE. CONCRETE FOR AREAS WHICH WILL REMAIN EXPOSED TO WEATHER AFTER CONSTRUCTION SHALL HAVE 3% TO 5% ENTRAINED AIR. C. THE CONITRACTOR SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM THE CONCRETE CYLINDER TESTS AS REQIUIRED BY SECTION 2505.2 OF THE SOUTH FLORIDA BUILDING CODE. SUBMIT TEST REPORTS TO THE ENGINEER. D. CONTRACTOR SHALL PROVIDE ALL FORMING AND TEMPORARY SHORING. E. NO PIPES OR CONDUITS EXCEEDING 1/3 THE SLAB THICKNESS IN OUTSIDE DIAMETER SHALL BE EMBEDDED IN THE CONCRETE FLOOR WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER. WHERE PIPES OR CONDUITS ARE PERMITTED, THEY SHHALL BE PLACED NO CLOSER THAN THREE DIAMETERS O.C. AND SHALL BE LOCATED SO AS NOT TO IMPAIR THE STRENG1TH OF THE STRUCTURE. F. REINFOR(CEMENT: ASTM A615, GRADE 60, ASTM A185 FOR WELDED WIRE FABRIC. G. CONCRETTE COVER OVER REINFORCEMENT: 1. 3- INNCHES WHERE CAST AGAINST EARTH. 2. 1 -1,/2 INCH AT ALL OTHER LOCATIONS (U.O.N.). H. SAW-CUT CONTROL JOINTS SHALL BE MADE WITHIN TWELVE HOURS OF CONCRETE PLACEMENT. 1. ALL CONCRETE SHALL BE FINISHED AS APPROPRIATE FOR THE FINISHES INDICATED IN THE ARCHITECTURAL DRAWINGS. J. ALL CONCRETE SHALL BE CURED FOR MINIMUM OF SEVEN DAYS. THE CURING SHALL ENTAIL MAINTENANCE OF THE MOISTUfRE IN THE CONCRETE. GENERALLY THIS SHALL BE ACCOMPLISHED BY TREATING EXPOSED CONCRETE SURFACES WITH A CHEMICAL CURING COMPOUND IMMEDIATELY AFTER FINISHING AND IMMEDIATELY AFTER REMOVAL OF FORMS. FORMS SHALL IBE KEPT MOIST BY FREQUENT WATER SPRAYING PRIOR TO REMOVAL. VERIFY COMPATIBILITY OF CURING COMPOUND WITH PROPOSED FINISHES. 15. CONCRETE MASONRY WORK: A. ALL CONCRETE MASONRY WALLS ARE DESIGNED AS LOAD BEARING WALLS, U.O.N. MASONRY WALLS SHALL BE IN PLACE BEFORE THE SLABS AND BEAMS SUPPORTED BY THEM ARE POURED AS WELL AS THE CONCRETE TIE COLUMNS FRAMING THEM. B. ALL HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C 90, "STAND- ARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS ". C. MORTAR SHALL COMPLY WITH ASTM C 270, TYPE "M ", WITH A MINIMUM AVERAGE STRENGTH OF 2500 PSI. D. CONCRETE MASONRY STRENGTH, f' m, SHALL BE A MINIMUM OF 1500 PSI. E. VERTICAL REINFORCING IN CMU CELLS SHALL BE SPLICED WITH 48 BAR DIA- METER LAP SPLICES. PROVIDE CLEAN OUT HOLES AT BASE OF FILLED CELLS FOR LAP INSPECTION AND TO VERIFY THAT THE CELLS HAVE BEEN FILLED SOLID WITH GROUT. F. FILLED CELLS SHALL BE FILLED WITH 3000 PSI GROUT AS PER ACI 530 -99 AND ACI 530.1 -99. FILLING OF CELLS SHALL BE DONE IN MAX. FOUR FOOT LIFTS WITH A MAXIMUM POUR OF 12 FEET. USE MECHANICAL VIBRATION TO ACHIEVE GROUT- FILLED CELLS GROUT SHALL CONFORM TO ASTM C476. SLUMP SHALL BE BETWEEN 8" AND 11". G. ALL CMU WALLS SHALL BE HORIZONTALLY REINFORCED WITH STANDARD NO. 8 LADDER -TYPE GALVANIZED STEEL REINFORCING EVERY SECOND COURSE. EXTEND REINFORCING A MINIMUM OF 4 INCHES INTO TIE COLUMNS. H. LINTELS: ANY C.M.0 WALL OPENINGS WHICH ARE NOT OTHERWISE FRAMED WITH CONCRETE SHALL HAVE 8" x 8" CONCRETE LINTELS (CAST -IN- PLACE, PRECAST OR U- BLOCK) WITH 2 #5 BOTTOM. EXTEND REINFORCEMENT MINIMUM 6" PAST OPENING AND CAST IN GROUT. LINTEL SHALL HAVE MINIMUM 8" BEARING ON ADJACENT COLUMN OR REINFORCED CELL. I. SILLS: UNLESS OTHERWISE FRAMED IN CONCRETE. PROVIDE 8" x 8" CONCRETE (FORMED OR BOND -BEAM BLOCK) WITH 2 #5 AT MID-DEPTH AT ALL SILLS. EXTEND REINFORCEMENT MINIMUM 6" INTO ADJACENT COLUMN OR MASONRY AND CAST IN GROUT. K. CONTRACTOR SHALL CONTRACT A SPECIAL INSPECTOR TO VERIFY COMPLIANCE FOR ALL GROUTING. 16. STRUCTURAL STEEL: A. MATERIALS: 1. STRUCTURAL TUBING: ASTM A500, GRADE B. 2. ALL OTHER STRUCTURAL STEEL: ASTM A36. 3. ANCHOR BOLTS: ASTM A307. 4. ALL OTHER BOLTS: AS1M A325. B. STANDARDS: 1. AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS." 2. AWS D1 -1, E -70 SERIES ELECTRODES. C. CONNECTIONS: ANY STRUCTURAL STEEL CONNECTIONS WHICH ARE NOT DETAILED ON THESE DRAWINGS SHALL BE DESIGNED IN ACCORDANCE WITH AISC SPECIFICATIONS. D. CORROSION CONTROL: ALL STRUCTURAL STEEL, SHALL BE SHOP PAINTED WITH RUST - INHIBITIVE PRIMER. PRIMER SHALL BE TOUCHED UP AFTER ERECTION. 17. STRUCTURAL LUMBER: A. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE, GRADE NO. 2 (ALLOWABLE FB = 1200 PSI) OR EQUAL. B. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY OR PERMANENTLY EXPOSED TO WEATHER SHALL BE PRESSURE PRESERVATIVE TREAT c.;, 18. PREFABRICATED WOOD TRUSSES AND GIRDERS: TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN AND FABRICATION OF TRUSSES, GIRDERS AND THEIR CONNECTIONS TO EACH OTHER. DESIGN OF BRACING FOR INDIVIDUAL TRUSS OR GIRDER MEMBERS TO RESIST LATERAL BUCKLING UNDER GRAVITY OR WIND LOADS IS THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. PREFABRICATED WOOD TRUSSES AND GIRDERS ` :MALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE F.B.C. FOR THE LOADS INDICATED ABOVE. TRUSSES AND GIRDERS SHALL BE DESIGNED BY A FLORIDA- REGISTERED ENGINEER. COMPLETE CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER AND SUBMITTED TO THE ENGINEER -OF- RECORD FOR REVIEW. REVIEW BY THE ENGINEER -OF- RECORD WILL BE FOR COMPLIANCE WITH DESIGN CONCEPT ONLY. 19. PLYWOOD ROOF SHEATHING: A. PLYWOOD ROOF SHEAIHINC SHALL BE 5/8 ", EXTERIOR GRADE, SHEATHING, WITH 32/16 APA SPAN RATING. B. EDGES OF PLYWOOD PANELS SHALL BE TONGUE- AND - GROOVE OR CONTINUOUSLY SUPPORTED WITH WOOD SUBRAFTERS SPANNING BETWEEN PRIMARY FRAMING MEMBERS. C. LAY PANELS, CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAIN PERPENDICULAR TO PRIMARY FRAMING MEMBERS. END JOINTS SHALL OCCUR AT CENTER OF PRIMARY FRAMING MEMBER WITH BOTH PANELS FASTENED TO IT. END JOINTS SHALL BE STAGGERED D. FASTEN PLYWOOD ROOF SHEATHING PANELS TO ALL SUPPORTING MEMBERS USING 8d RING SHANK NAILS. NAIL SPACING SHALL BE SIX - INCHES ON CENTER AT ALL SUPPORTS. 20. 1 X 6 TONGUE- AND - GROOVE SHEATHING: 1 x 6 TONGUE -AND- GROOVE SHEATHING SHALL BE NOMINAL 1 x 6 TONGUE- AND - GROOVE BOARDS. BUTT JOINT SHALL OCCUR OVER RAFTERS AND SHALL BE STAGGERED. EACH BOARD SHALL BE NAILED TO EACH RAFTER WITH (2) 8d NAILS. ALL TONGUES SHALL BE FULLY SEATED IN GROOVES. GRADE OF BOARDS SHALL BE AS SELECTED BY ARCHITECT FOR ACCEPTABLE APPEARANCE, 21. FASTENERS: A. FASTENERS SHALL BE OF THE TYPE AND SIZE INDICATED ON THIS DRAWING. B. ALL FASTENERS, INCLUDING EXPANSION ANCHORS, SLEEVE ANCHORS, STRAPS, NAILS, SCREWS, ETC. SHALL BE GALVANIZED (U.O.N.). 22. PLYWOOD FLOOR SHEATHING: A. USE 3/4" PLYWOOD FLOOR SHEATHING WITH 48/24 SPAN RATING. B. ALL EDGES OF PLYWOOD PANELS SHALL BE CONTINUOUSLY SUPPORTED BY SUB - JOISTS. C. LAY PLYWOOD PANELS CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAIN PERPENDICULAR TO THE JOISTS. END JOINTS SHALL OCCUR AT CENTER OF JOIST WITH BOTH PANELS FASTENED TO JOIST. END JOINTS SHALL BE STAGGERED. HOLD EDGES OF PANELS 1/2" AWAY FROM MASONRY WALLS. D. FASTEN PLYWOOD SUBFLOOR PANELS TO SUPPORTING JOISTS AND SUB - JOISTS WITH 10d COMMON NAILS AT 4" O.C. MAXIMUM AT ALL SUPPORTS Sc 2" O.C. ALONG THE EXTERIOR WALLS. 23. PLYWOOD UNDERLAYMENT: A. PLYWOOD UNDERLAYMENT SHALL BE 1/4" THICK, APA UNDERLAYMENT QUALITY. B. LAY PANELS SMOOTH SIDE UP WITH FACE GRAIN PERPENDICULAR TO JOISTS. UNDERLAYMENT PANEL JOINTS SHALL BE OFFSET AT LEAST TWO INCHES FROM SUBFLOOR PANEL JOINTS. C. FASTEN UNDERLAYMENT PANELS TO SUBFLOOR USING 3d X 1 -1/4" RING -SHANK NAILS AT 3" O.C. ALONG PANEL EDGES (3/8" FROM EDGE) AND AT 6" O.C. IN EACH DIRECTION THROUGHOUT REMAINDER OF PANEL. SPACE NAILS SO THAT THEY DO NOT OCCUR AT JOISTS. z 0 0 0 11 1 m cY N v N N Z w a REVISI ON1 SPIFFY P1 2. REVISION2 3. REVISION3 4. REVISION4 PLUMBING GENERAL NOTES : 1. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, LOCAL AND ANY OTHER PERTAINING CODES THAT APPLY. 2. THE CONTRACTOR SHALL PROVIDE ALL MINOR ITEMS WHICH ARE OBVIOUSLY, AND REASONABLY NECESSARY TO COMPLETE THE INSTALLATION. 3. THE CONTRACTOR SHALL TAKE OUT PERMITS, PROCURE CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH. 4. BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS SURROUNDING THE WORK. 5. THE CONTRACTOR SHOULD REFER TO THE DRAWING AND SPECIFICATIONS OF OTHER TRADES, AS SUCH ARE TO BE CONSIDERED PART OF THE PLUMBING CONTRACT DOCUMENTS. 6. DRAWINGS ARE DIA GRAMMATIC AND INTENDED TO SHOW THE APPROXIMATE LOCATION AND ARRANGEMENTS ONLY. PROVIDE ALL OFFSET, FITTING OR ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. 7. ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY NORMALLY USED FOR THE PURPOSE, OF TYPE AND MAKE CALLED FOR , OR APPROVED EQUAL. 8. THE CONTRACTOR SHALL BE A LICENSED MASTER PLUMER. 9. THE ENTIRE INSTALLATION SHALL BE PERFORMED IN A FIRST -CLASS WORKMANLIKE MANNER. 10. PLUMING WORK SHALL NOT INTERFERE WITH CLEARANCE REQUIRED FOR GENERAL AND HVAC CONSTRUCTIONS. INSTALLED PLUMBING WORK WHICH INERFERES WITH THE WORK OF OTHER CONTRACTOR SHALL BE CHANGED AT THE PLUMBING CONTRACTOR'S EXPENSE. 11. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMER ARRESTOR ACCESS PANELS IN RATED WALLS MUST MANTAIN THE SAME RATING AND MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALED. NOTE: PROVIDE VACUUM BREAKER FOR ALL HOSE BIBS & BIDETS COLD & HOT WATER ISOM. UNIT -A NOTE : NO FITTING JOINTS UNDER SLAB. ALL PRIMARY LINES TO BATHROOMS, KITCHEN & LAUNDRY TO FINISH ABOVE SLAB. SANITARY RISER NOTES: 2" PIPE OR LESS TO DRAIN © 1/4" SLOPE 3" PIPE OR MORE TO DRAIN © 1/8" SLOPE O PROVIDE ANTI -SCALD VALVES FOR TUBS AND SHOWER HEADS COLD WATER HOT WATER SCALE v WIC. DINING 4" © 1/8" SLOPE TO EXISTING SEPTIC TANK MASTER B: D OOM 3 "VTR CONNET TO EXISTI 4 3/4' FROM W/H TRHU CEILING © 1 /8 "(9 FU) ® 1/ 8' (ZFU LAV 1 /2" 1 /2" 3 MASTER 4" B\C CPO\D PLOO 1/4"=1P-0" ® WAY CO 3/4" WA• LINE f< TCHEN CONNET TO EXIST. C.W. LINE TRHU CEILING BT / t 1 II LA\ SHOWER VALVE W/ TEMPERATURE PRESURE BALANCE - MIXING VALVE 1/4 "(2 FU) 1/2" 2 "VTR 1 /2 "H. B 0 II I m N w a PLUMBING FIXTURE SCHEDULE SYMBOL FIXTURE WASTE TRAP VENT C.W. H.W. F.0 SPECIFICATIONS REMARKS I WC WATER CLOSET 3" INTEGRAL 1/2" 4 HWC WATER CLOSET 3" INTEGRAL 1/2" 4 HANDICAPPED LAV LAVATORY 1 -1/2" 1 -1/2" 1/2" 1/2" 1 COUNTER TOP HLAV WALL LAVATORY 1 -1/2" 1 -1/2" 1/2" 1 HANDICAPPED BD BIDET 2" 2" 1/2" 2 BT BATH TUB 2" 2" 1/2" 1/2" 2 SK STAINLESS SINK 1 -1/2" 1 -1/2" 1/2" 1/2" 2 DOUBLE COMPARTMENT DW DISH WASHER 1 -1/2" 1 -1/2" 1/2" 1/2" - WM WASHING MACHINE 2" 2" 1/2" 1/2" 4 REVISI ON1 SPIFFY P1 2. REVISION2 3. REVISION3 4. REVISION4 PLUMBING GENERAL NOTES : 1. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, LOCAL AND ANY OTHER PERTAINING CODES THAT APPLY. 2. THE CONTRACTOR SHALL PROVIDE ALL MINOR ITEMS WHICH ARE OBVIOUSLY, AND REASONABLY NECESSARY TO COMPLETE THE INSTALLATION. 3. THE CONTRACTOR SHALL TAKE OUT PERMITS, PROCURE CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH. 4. BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS SURROUNDING THE WORK. 5. THE CONTRACTOR SHOULD REFER TO THE DRAWING AND SPECIFICATIONS OF OTHER TRADES, AS SUCH ARE TO BE CONSIDERED PART OF THE PLUMBING CONTRACT DOCUMENTS. 6. DRAWINGS ARE DIA GRAMMATIC AND INTENDED TO SHOW THE APPROXIMATE LOCATION AND ARRANGEMENTS ONLY. PROVIDE ALL OFFSET, FITTING OR ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. 7. ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY NORMALLY USED FOR THE PURPOSE, OF TYPE AND MAKE CALLED FOR , OR APPROVED EQUAL. 8. THE CONTRACTOR SHALL BE A LICENSED MASTER PLUMER. 9. THE ENTIRE INSTALLATION SHALL BE PERFORMED IN A FIRST -CLASS WORKMANLIKE MANNER. 10. PLUMING WORK SHALL NOT INTERFERE WITH CLEARANCE REQUIRED FOR GENERAL AND HVAC CONSTRUCTIONS. INSTALLED PLUMBING WORK WHICH INERFERES WITH THE WORK OF OTHER CONTRACTOR SHALL BE CHANGED AT THE PLUMBING CONTRACTOR'S EXPENSE. 11. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMER ARRESTOR ACCESS PANELS IN RATED WALLS MUST MANTAIN THE SAME RATING AND MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALED. NOTE: PROVIDE VACUUM BREAKER FOR ALL HOSE BIBS & BIDETS COLD & HOT WATER ISOM. UNIT -A NOTE : NO FITTING JOINTS UNDER SLAB. ALL PRIMARY LINES TO BATHROOMS, KITCHEN & LAUNDRY TO FINISH ABOVE SLAB. SANITARY RISER NOTES: 2" PIPE OR LESS TO DRAIN © 1/4" SLOPE 3" PIPE OR MORE TO DRAIN © 1/8" SLOPE O PROVIDE ANTI -SCALD VALVES FOR TUBS AND SHOWER HEADS COLD WATER HOT WATER SCALE v WIC. DINING 4" © 1/8" SLOPE TO EXISTING SEPTIC TANK MASTER B: D OOM 3 "VTR CONNET TO EXISTI 4 3/4' FROM W/H TRHU CEILING © 1 /8 "(9 FU) ® 1/ 8' (ZFU LAV 1 /2" 1 /2" 3 MASTER 4" B\C CPO\D PLOO 1/4"=1P-0" ® WAY CO 3/4" WA• LINE f< TCHEN CONNET TO EXIST. C.W. LINE TRHU CEILING BT / t 1 II LA\ SHOWER VALVE W/ TEMPERATURE PRESURE BALANCE - MIXING VALVE 1/4 "(2 FU) 1/2" 2 "VTR 1 /2 "H. B 0 II I m N w a SPLIT SYSTEM SCHEDULE UNIT NO. 1 TOTAL CAPACITY BTU /HR 18100 SENS CAPACITY BTU /HR 13000 CFM SUPPLY 600 CFM 0 /AIR - HEATER KW 7.5 ESP -IN WG. 0.30 TEMP. AIR ENT. COIL DB /WB 80/76 C.U. FLA 19.3 VOLTAGE 1 -60 -240 MANUFACTURER RHEEM COIL MODEL RCHA24A1 AHU MODEL RBHA14J06NUGAI C.U. MODEL RAMB018JAZ SEER /EER 12.40 LIQUID /SUCTION SIZE -IN 3/8 "- 3/4" HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR F ( F ✓ FIRE DAMPER(S) ✓ SMOKE DAMPER(S) ✓ FIRE RATED ENCLOSURE ✓ FIRE RATED ROOF CEILING ASSEMBLY ----...\ ✓ FIRE STOPPING ✓ SMOKE CONTROL _�_\ ✓ 2. REVISION2 3. REVISION3 4. REVISION4 SWET M1 26 MSG,1 1/2" W GALV. STRAPS 48" C/C & EVERY ELBOW W/ HILTI REDHEADS OR 1/4" SCREWS ATTACHED TO TRUSSES NOTE: FLEXIBLE DUCTS SHALL BE INSTALED WITHOUT KINKS OR SAGGING ROOF STRUCTURE SEE ARCHITECTURAL 4 -16d NAILS THRU PLYWOOD DUCT FROM UNIT 4" DIAM. GMD (26 GA) EXHAUST FAN HANGING BRACKET (ADJUSTABLE) TYPICAL CEILING CABINET EXHAUST FAN rN/ BACKDRAFT DAMPER LOW NOISE LEVEL AND NO VIBRATION FRONT FACE GRILLE W/ FASTENING SCREENS CEOING s 4" DIAM. EXHAUST DUCT STEEL HANGER WIRE DUCT SUPPORT DETAIL PROVIDE W /P. CAP LOW PROFILE B.D.D. AT TOP FOR DRYER. NO SCREEN FOR BATHROOM PROVIDE INSECT SCREEN -6 FLEXIBLE DUCTS N ONE INCH THK " WIDE IBERGLASS SADDLES 4" A/C DISC. NTS FAN # TOILET EX. FAN MANUFACTURER AND MODEL NO. NUTONE QT -80 RPM 1500 HP 1/90 FAN SCHEDULE OFM ®" S.P. 70 ® 1/8" ELECT. SERVICE VOLTS /PH /Hz 115/1/60 DIMENSIONS WxLxH (IN.) 10 x 10 x 6 WEIGHT LBS. 6 REMARKS W/ GRILLE, 4' N DUCT DAMPER Sc ROOF CAP ETAL SEAT (SEE ELEV.) H Al R -6 REF. LINES TO COND. UNIT HUNG FROM 26 MSG, 1 1/2" STRAPS ON ISOMODE PIPE SHIELDS MIN. 48" C/C R/A 3/4 "O PVC CONDENSATE DRAIN W /3" TRAP & UNION WOOD AHU SUPPORT (SELF— STANDING) BATT INSULATION FULL LOUVERED DOOR R TYPICAL A/C PLAID CONDENSING UNIT C • • ii-- ■ n R -6 DUCTWORK SUPLY DUCT 1 DL IR � • '� 1� IT r" „ DRAIN PAN W /WIT DE: TO CONTROL OVE F 0 S H I WHEN HUTTING ACTIVATED DOWN F V) CONCRETE BASE W /6X6 -10/10 WWII UNIT MUST BE INSTALED TO WITHSTAND 150 MPH HURRICANE FORCE WINDS 0 DUCTS NTS AO WOOD TRUSSES 2" CONDENSATE DRAIN TO OUTSIDE LIQUID LINE W/0 INSULATION IN 4" PVC SCH. 40 /dr TEC N B JNIT OR AHU ELEVATION SCHEME FASTENED INSIDE C.0 TO SLAB W/ 4 DIAM X 1-1/2" POWERED ACTUATED PINS AS PER MANUFACTURER SPEC'S l- ( 6' -74 POWER & CONTROL CONNECTIONS SING UNIT MOU\TI\C DETAL AIR CONDITIONING SYSTEM - GENERAL NOTES 1. DUCTWORK SHALL BE 1.5" THICK. 3 POUNDS PER CUBIC FOOT DENSITY FIBERGLASS WITH VAPOR BARRIERS. UNLESS OTHERWISE SPECIFIED .DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH WITH MANUFACTURER'S SPECIFICATIONS AND ACCORDING TO "ASHRAE" Sc "SMACNA" STANDARDS. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH X HEIGHT. DUCT SYSTEM SHALL COMPLY W/ "NFPA" STD. N0.90A AND /OR 90B. DUCTWORK AND COMPONENTS SHALL BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. 2. COORDINATE LOCATIONS,SIZES & OPENINGS W /OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM W /TURNING VANES AT ALL ELBOWS,SPLITTERS & DAMPERS, AS REQUIRED. 3. DIFFUSERS SHALL BE SELECTED,LOCATED AND BALANCED IN ORDER THATTHEY DELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY & DRAFT FREE TO MANTAIN THE FOLLOWING DESIGN CONDITIONS: INSIDE OUTSIDE RELATIVE HUMIDITY COOLING —78 DB 91 DB — 78 DB 50% TO 60% HEATING — 72 DB 45 DB 4. ALL FAN UNITS,MOTORS,COMPRESSORS, ETC. SHALL BE ISOLATED, AS REQUIRED TO OPERATE QUIETLY SO THAT NO OBJECTIONABLE SOUND WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY,MOTOR HUM,VIBRATION,OR MECHANICAL MOVEMENT. 5. A/C SYSTEM SHALL HAVE DISPOSABLE AIR FILTERS LOCATED AS REQUIRED FOR EASY ACCESIBILITY. 6. A/C SYSTEM SHALL BE CONTROLED BY A THERMOSTAT,MOUNT THERMOSTAT 5' -0" ABOVE FINISHED FLOOR.U.O.N. 7. ALL GRILLES & DIFFUSERS TO BE ALUMINUM OR PLASTIC CONSTRUCTION.DIFFUSERS SHALL HAVE HIDDEN OPOSSED BLADE DAMPERS.PROVIDE GASKETS ON ALL GRILLES & DIFFUSERS. TITUS OR AIREGUIDE FINISHED COLOR BY ARCHITECT. 8. UNDERCUTS DOORS , 1" A.F.F. AS INDICATED,ZP 9. PROVIDE FLOAT SWITCH ON EACH AUXILIARY DRAIN PAN. SWITCH TO TURN SYSTEM OFF WHENEVER THERE IS WATER IN AUXILIARY DRAIN PAN. 10. UNDERGROUND CONDENSATE DRAIN LINE SHALL BE 2 INCHES DIA. MINIMUM 11. ALL EXHAUST DUCTS SHALL BE CONSTRUCTED OF SHEET METAL, TERMINATE OUTSIDE THE BUILDING, AND BE EQUIPPED WIHT A BACKDRAFT DAMPER 12. DUCTS FROM "TOILET ROOMS" SHALL DISCHARGE TO THE OUTSIDE OF BUILDING, SHALL BE TERMINATED NOT LESS THAN 6 INCHES ABOVE THE FINISHED ROOF SURFACE, AND SHALL BE SCREENED WITH A CORROSION RESISTANT CORROSION RESISTANT MATERIAL HAVING A MESH SIZE NOT LARGER THAN 1/2 INCHES 13. CLOTHES DRYERS EXHAUST DUCTS (OR VENTS ) SHALL COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTION, BE CONSTRUCTED OF A MINIMUM 26 GAUGE METAL PIPE,HAVING A SMOOTH INTERIOR SURFACE WITH JOINTS RUNNING IN THE DIRECTION OF THE AIR FLOW. DUCT j0IN1S SHALL NOT BE ASSEMBLED WITH SHEET METAL SCREWS OR OTHER WHICH WOULD EXTEND INTO THE DUCT 14. CLOTHES DRYER EXHAUST DUCT SHALL " NOT " BE SCREENED PROVIDE 1 # 5 OAR ALL AROUND SLAB 4 "N SCHEDULE 40 P.V.C. PIPE INCRESE SIZE AS REQUIRED BY LENGHT AND ROUTING SUCTION LINE W/ 1 1/2" ARMAFLEX INSULATION & VAPOR BARRIER IN TRUSSES F ( F -I ----...\ \ O _�_\ _ CLASS 1, R -6 FIBERGLASS DUCT 2. REVISION2 3. REVISION3 4. REVISION4 SWET M1 26 MSG,1 1/2" W GALV. STRAPS 48" C/C & EVERY ELBOW W/ HILTI REDHEADS OR 1/4" SCREWS ATTACHED TO TRUSSES NOTE: FLEXIBLE DUCTS SHALL BE INSTALED WITHOUT KINKS OR SAGGING ROOF STRUCTURE SEE ARCHITECTURAL 4 -16d NAILS THRU PLYWOOD DUCT FROM UNIT 4" DIAM. GMD (26 GA) EXHAUST FAN HANGING BRACKET (ADJUSTABLE) TYPICAL CEILING CABINET EXHAUST FAN rN/ BACKDRAFT DAMPER LOW NOISE LEVEL AND NO VIBRATION FRONT FACE GRILLE W/ FASTENING SCREENS CEOING s 4" DIAM. EXHAUST DUCT STEEL HANGER WIRE DUCT SUPPORT DETAIL PROVIDE W /P. CAP LOW PROFILE B.D.D. AT TOP FOR DRYER. NO SCREEN FOR BATHROOM PROVIDE INSECT SCREEN -6 FLEXIBLE DUCTS N ONE INCH THK " WIDE IBERGLASS SADDLES 4" A/C DISC. NTS FAN # TOILET EX. FAN MANUFACTURER AND MODEL NO. NUTONE QT -80 RPM 1500 HP 1/90 FAN SCHEDULE OFM ®" S.P. 70 ® 1/8" ELECT. SERVICE VOLTS /PH /Hz 115/1/60 DIMENSIONS WxLxH (IN.) 10 x 10 x 6 WEIGHT LBS. 6 REMARKS W/ GRILLE, 4' N DUCT DAMPER Sc ROOF CAP ETAL SEAT (SEE ELEV.) H Al R -6 REF. LINES TO COND. UNIT HUNG FROM 26 MSG, 1 1/2" STRAPS ON ISOMODE PIPE SHIELDS MIN. 48" C/C R/A 3/4 "O PVC CONDENSATE DRAIN W /3" TRAP & UNION WOOD AHU SUPPORT (SELF— STANDING) BATT INSULATION FULL LOUVERED DOOR R TYPICAL A/C PLAID CONDENSING UNIT C • • ii-- ■ n R -6 DUCTWORK SUPLY DUCT 1 DL IR � • '� 1� IT r" „ DRAIN PAN W /WIT DE: TO CONTROL OVE F 0 S H I WHEN HUTTING ACTIVATED DOWN F V) CONCRETE BASE W /6X6 -10/10 WWII UNIT MUST BE INSTALED TO WITHSTAND 150 MPH HURRICANE FORCE WINDS 0 DUCTS NTS AO WOOD TRUSSES 2" CONDENSATE DRAIN TO OUTSIDE LIQUID LINE W/0 INSULATION IN 4" PVC SCH. 40 /dr TEC N B JNIT OR AHU ELEVATION SCHEME FASTENED INSIDE C.0 TO SLAB W/ 4 DIAM X 1-1/2" POWERED ACTUATED PINS AS PER MANUFACTURER SPEC'S l- ( 6' -74 POWER & CONTROL CONNECTIONS SING UNIT MOU\TI\C DETAL AIR CONDITIONING SYSTEM - GENERAL NOTES 1. DUCTWORK SHALL BE 1.5" THICK. 3 POUNDS PER CUBIC FOOT DENSITY FIBERGLASS WITH VAPOR BARRIERS. UNLESS OTHERWISE SPECIFIED .DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH WITH MANUFACTURER'S SPECIFICATIONS AND ACCORDING TO "ASHRAE" Sc "SMACNA" STANDARDS. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH X HEIGHT. DUCT SYSTEM SHALL COMPLY W/ "NFPA" STD. N0.90A AND /OR 90B. DUCTWORK AND COMPONENTS SHALL BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. 2. COORDINATE LOCATIONS,SIZES & OPENINGS W /OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM W /TURNING VANES AT ALL ELBOWS,SPLITTERS & DAMPERS, AS REQUIRED. 3. DIFFUSERS SHALL BE SELECTED,LOCATED AND BALANCED IN ORDER THATTHEY DELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY & DRAFT FREE TO MANTAIN THE FOLLOWING DESIGN CONDITIONS: INSIDE OUTSIDE RELATIVE HUMIDITY COOLING —78 DB 91 DB — 78 DB 50% TO 60% HEATING — 72 DB 45 DB 4. ALL FAN UNITS,MOTORS,COMPRESSORS, ETC. SHALL BE ISOLATED, AS REQUIRED TO OPERATE QUIETLY SO THAT NO OBJECTIONABLE SOUND WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY,MOTOR HUM,VIBRATION,OR MECHANICAL MOVEMENT. 5. A/C SYSTEM SHALL HAVE DISPOSABLE AIR FILTERS LOCATED AS REQUIRED FOR EASY ACCESIBILITY. 6. A/C SYSTEM SHALL BE CONTROLED BY A THERMOSTAT,MOUNT THERMOSTAT 5' -0" ABOVE FINISHED FLOOR.U.O.N. 7. ALL GRILLES & DIFFUSERS TO BE ALUMINUM OR PLASTIC CONSTRUCTION.DIFFUSERS SHALL HAVE HIDDEN OPOSSED BLADE DAMPERS.PROVIDE GASKETS ON ALL GRILLES & DIFFUSERS. TITUS OR AIREGUIDE FINISHED COLOR BY ARCHITECT. 8. UNDERCUTS DOORS , 1" A.F.F. AS INDICATED,ZP 9. PROVIDE FLOAT SWITCH ON EACH AUXILIARY DRAIN PAN. SWITCH TO TURN SYSTEM OFF WHENEVER THERE IS WATER IN AUXILIARY DRAIN PAN. 10. UNDERGROUND CONDENSATE DRAIN LINE SHALL BE 2 INCHES DIA. MINIMUM 11. ALL EXHAUST DUCTS SHALL BE CONSTRUCTED OF SHEET METAL, TERMINATE OUTSIDE THE BUILDING, AND BE EQUIPPED WIHT A BACKDRAFT DAMPER 12. DUCTS FROM "TOILET ROOMS" SHALL DISCHARGE TO THE OUTSIDE OF BUILDING, SHALL BE TERMINATED NOT LESS THAN 6 INCHES ABOVE THE FINISHED ROOF SURFACE, AND SHALL BE SCREENED WITH A CORROSION RESISTANT CORROSION RESISTANT MATERIAL HAVING A MESH SIZE NOT LARGER THAN 1/2 INCHES 13. CLOTHES DRYERS EXHAUST DUCTS (OR VENTS ) SHALL COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTION, BE CONSTRUCTED OF A MINIMUM 26 GAUGE METAL PIPE,HAVING A SMOOTH INTERIOR SURFACE WITH JOINTS RUNNING IN THE DIRECTION OF THE AIR FLOW. DUCT j0IN1S SHALL NOT BE ASSEMBLED WITH SHEET METAL SCREWS OR OTHER WHICH WOULD EXTEND INTO THE DUCT 14. CLOTHES DRYER EXHAUST DUCT SHALL " NOT " BE SCREENED PROVIDE 1 # 5 OAR ALL AROUND SLAB 4 "N SCHEDULE 40 P.V.C. PIPE INCRESE SIZE AS REQUIRED BY LENGHT AND ROUTING SUCTION LINE W/ 1 1/2" ARMAFLEX INSULATION & VAPOR BARRIER 120/240V » A » 200 AMPS. MCB 1PH,3W ELECTRIC P A ` E L SURFACE MTD. CIRCUIT FUNCTION VOLTS C/B TRIP ROMEX LOAD C- 1,3 STRIP HEATER /BLOWER # (10.0 KW) 240 2P -60 #6 10000 C- 2,4 A/C # 1 CONDENSING UNIT 240 2P -40 #8 (4000) C- 5,7 WATER HEATER 240 2P -30 #10 5500 C- 6,8 DRYER 240 2P -30 #10 5000 C- 9,11 COOK TOP 240 2P -40 #8 6000 -10 REFRIGERATOR 120 1P-20 #12 1500 _C C -12 DISHWASHER 120 1P -20 #12 #12 1200 1500 C -13 WASHER 120 1P -20 C -14,16 OVEN / MICROWAVE 240 2P -40 #8 6000 C -15 G.F.I. OUTLETS BATHROOMS 120 1P -20 #12 #12 1500 4500 C- 16,17,18 SMALL APPLIANCES 120 1P-20 C -19,21 STRIP HEATER /BLOWER #2 (10.0 KW) 240 2P -60 #6 10000 C -22,24 A/C # 2 CONDENSING UNIT SPRINKLER TIMER 240 120 2P -40 1P -20 Y8 #12 (4000) C -20 1500 C- 19 -39 LIGHT & RECEPT. 120 1P -15 #14 9138 C- 40,42 SPACES FLOOR AREA = 3046 S.F.® 3 WATTS = 9138 TOTAL LOAD = 63338 ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE IN THE HABITABLE AREAS. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION. A/C COMPRESSOR SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION. MAIN CIRCUIT BREAKER PANELS SHALLBE LOCATED ABOVE BASE FLOOD ELEVATION. WE WILL CONFER WITH FLORIDA POWER & LIGHT TO LOCATE THE ELECTRIC METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. ALL ELECTRICAL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH LOCAL CODES AND ORDINANCE & ALL STANDARDS OF CONSTRUCTION ESTABLISHED BY THE LANDLORD. ALL CONDUCTORS SHALL BE TWH OR THWN COPPER. ALL EXPOSED CONDUITS SHALL BE RUN AS NEAT AS POSSIBLE AND PAINTED TO MATCH COLOR OF SURROUNDINGS. P.V.C. CONDUIT SHALL ONLY BE USED IN SLAB OR UNDERGROUND AT A MIN:MUM DEPTH OF 24 ". FLEXIABLE CONDUIT SHALL BE USED FOR CONNECTION TO ALL VIBRATING EQUIPMENT SUCH AS MOTORS, ETC. ALL WIRING DEVICES SHALL BE LEVITON "DECORA" SERIES OR EQUAL AS APPROVED BY ARCHITECT OR ENGINEER. COLOR SELECTED BY ARCHITECT. ALL RECEPTACLES SHALL BE INSTALLED AT 12 "A.F.F. UNLESS OTHERWISE NOTED. ELECTRICAL POWER AND CONTROL WIRING FOR HVAC AND MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL VERIFY THE CEILING FINISHES AND SUSPENSION SYSTEM FOR SELECTION OF THE PROPER TRIM AND SUPPORT ARRANGEMENT OF THE FIXTURE. ELECTRICAL CONTRACTORS SHALL COORDINATE HIS WORK WITH THE ARCHITECT BEFORE ROUGH INSTALLATION OF LIGHTS, RECEPTACLES, SWITCHES AND EQUIPMENT FOR EXACT LOCATIONS. ALL ELECTRICAL EQUIPMENT MUST BE U.L. APPROVED. ALL CIRCUITS WHO FEENDING ALL MONOFASICS OUTLET OF 125V & 15A & 20A , INSTALL 'N ALL HOUSE, SHOULD BE PROTECTED W/ INTERRUPTCR CIRCUIT OF ARC. FAULT FAULT REQ. AS PER N.E.0 210 -12 ELECTRICAL LEDGEN J - BOX 0 5" DONW LIGHTS {� HALO WALL WASH 50WR30 SPOT WALL WASH 1_0_ - WALL SCONCE O HALO H -2303 75W. SUFACE CAN W/ DUPLEX BAFLLE 0 0 4t 1 0 1 ❑ CABLE OUTLET TELEPHONE OUTLET ❑ J -BOX IL E-' 3" DOWN LIGHTS CEILING FIXTURE VAPOR LIGTH SINGLE POLE DIMMER SWITCH TRIPLE POLE SWITCH (DIMER) DUPLEX OUTLET GFI DUPLEX OUTLET GENERAL ELECTRICAL NOTES FLOOR DUPLEX OUTLET EXHAUST FAN MIN.5 MINUTES - SMOKE DETECTOR ELECTRICAL OUTLET FLUORESCENT LIGTH ELECTRICAL PANEL ELECT. DISCONNECTOR KITCHEN OR BATHROOM LIGHT 0 SMOKE DETECTOR@ LINE SIDE OF SWITCH SWITCH LEG SWITCH 0 f0 SMOKE DETECTOR CONNECTION DETAIL NTS SMOKE DETECTOR SHALL NOT BE PLACED WITHIN 3 FT. OF ANY A/C GRILL. SMOKE DETECTOR SHALL BE HARDWIRED (110 V TYPR) TO A NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED R. 3" TO F.P.& L TRANSFORMER ELECTRICAL LOAD CALCULATIONS CONNECT LOAD LESS A/C = (63.4 -20) 43.4 KW 10 KW © 100% - 10.0 KW 33.4 REST ® 40% = 13.4 KW A/C OHTNG 100% - 20.0 KW DEMAND LOAD = 43.4/240 = 180 AMPS. 120 V PHASE CONDUCTOR 1 # 4 (CU) -1/2" (AS PER N.E.C.) 200 A.DISC.BRKR RISER DIAGRAM (EXISTING) 3 # 4/0 THWN (ICU) IN 2" CONDUIT PNL A WP (METAL) � h REVISIONI 2. REVISION2 3. REVISION3 4. REVISION4 SHALT E1 GROUND ELECTRODE TO FOUNDATION REBAR PRIOR TO INSTALLATION CF RGUGH EL ECTR,r_ CHECK NAMEPLATE CATA OF A/C EQUIPMENT, HOT WATER HEATERS AND OTHER EQUIPMENT TO 03TAIN CORRECT WIRE SIZES AND OVERCURRENT PROTECTION. Avis( 3 ?:toviolo. SUBJECr TO ELECTRICAL_ INSPECT Sp C -18 L C -18 C -26 DINING C - 27 WIC C - 27 MASTER BHD OOM PANEL A EXISTING 5 25 MASTER BA GFI 0 0 �. C 16 G� GFI 7 C -9,11 1 C-27 C-27 GFI C -17 C -27 C -27 GFI II C- 25 C-25 C -25 0 C -2 C -12 0 0 C -16'® GFI ❑ -10 C -27 riC-19, 21 NEW ELECTRICAL FLOOR PLA\ �r €/ ,d,p 2 )// ' r C -22,24 C -20 SPRINKLER TIMER I) ELECTRICAL METER W/ MAIN DICONN. C- 27 �) N I : : °ri - :7 0 0 Z 2 L1J f z (r) J 0> 0 U N N N z n' ell(2 e Z e1 1/ r ee✓/& manufacturers of Enginee. Roof Trusses 9500 N.W. 79th Ave. - Hialeah Gardens, F. 33016 BUILDER'S NAME M.J.I. ASSOC. MR.-AND MRS. CA BRERA U` NER SITE 1042 NORTHEAST 95Th STREET LI'GAL 822- 0020/21 MIAMI H, FLORIDA PERMIT## op }0Q3 ' -- it r ; C '% O 1 f ll U JU! '�� )J_13�13 ,Job ,5213 M1 2 LOAD CASE(S) Standard Truss Truss Type MONO TRUSS 1 _ Job Reference La Tonal) — Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.000 s Feb 6 2003 MiTek Industries, Inc. Wed May 21 11 04.12 2003 Page 1 - -6.0 5-11-6 __ —_ 11 -1_12 _, 12.1 -12 0 -6 -0 5 -11 -6 5 -2 -6 1 -0 -0 3x4 -_- 5 -11 -6 5 -11 -6 LOADING (psf) SPACING 2 -0 -C TCLL 30.0 Plates Increase 1.33 TCDL 15.0 Lumber Increase 1.33 j BOLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2001 CSI TC 0.33 BC 0.39 WB 0.52 (Matrix) REACTIONS (lb/size) 2= 663/0 -8 -0, 8= 69210 -8 -0 Max Horz 2= 340(load case 2) Max Uplift2=- 402(load case 2), 8=- 570(load case 2) 3.50 112 3x4 3 7 FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =12, 2 -3= -1142, 3 -4= -109, 4- 5 = -29, 6 -8= -692, 4 -6= -300 BOT CHORD 2 -7 =1024, 6 -7 =1024 WEBS 3 -7 =133, 3- 6 = -1044 1x4 Qty 1 LUMBER BRACING TOP CHORD 2 X 4 SYP No 2ND TOP CHORD BOTCHORD 2X4SYPNo2ND BOTCHORD WEBS 2X4SYPNo.3 Ply MJI ASSOC. DEFL in (loc) I /deft Vert(LL) 0.06 2 -7 >999 Vert(TL) -0.10 2 -7 >999 Horz(TL) 0.02 8 n/a 1st LC LL Min I /defl = 360 NOTES 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =14ft; TCDL =5 Opsf; BCDL =5 0psf; occupancy category II; exposure C; enclosed,C -C interior zone :Lumber DOL =1 :3 plate grip DOL =1.33. 2) Bearing at joint(s) 8 considers parallel to grain value using ANSI/IPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint 2 and 570 lb uplift at joint 8. 11 -1 -12 11 -F 5 -2 -6 0 -1 -0 PLATES M 1120 Weight: 51 lb Sheathed or 5 -1 -14 oc purlins, except end verticals. Rigid ceiling directly applied or 7 -5 -6 oc bracing. Scale = 122.1 1,5x4 I 5 4 r 3x4 �I GRIP 249/190 ) ' 9 IJob 5213 0 -2 -0 Truss FT1 LUMBER TOP CHORD 2 X 4 SYP No 2ND BOT CHORD 2 X 4 SYP No 2ND WEBS 2X4SYPNo.3 NOTES LOAD CASE(S) Standard I Truss Type FLAT LOADING (psf) SPACING 2 -0 -0 TOLL 30.0 Plates Increase 1,33 TCDL 15.0 Lumber Increase 1,33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 L Code FBC2001 CSI TC 0.20 BC 0.06 W B 0.09 (Matrix) 18 -9 -0 18 -9 -0 18 -9 -0 18 -9 -0 Qty Ply 1 Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.000 s Feb 6 2003 MiTek industries, Inc. Wed May 21 11 :04:10 2003 Page 1 BRACING TOP CHORD BOT CHORD MJI ASSOC, DEFL in (loc) I /defl Vert(LL) n/a - n/a Vert(TL) -0.00 9 >999 Horz(TL) 0.00 10 n/a 1st LC LL Min I /deft = 360 Job Reference (optional) 1) Wind: ASCE 7 -98 per FBC2001; 146rnph; h =14ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy category II; exposure C; enclosed,C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i,e. diagonal web). 6) Gable studs spaced at 4 -0 -0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 Ib uplift at joint 10, 142 Ib uplift at joint 16, 292 Ib uplift at joint 15, 257 Ib uplift at joint 13, 271 Ib uplift at joint 12 and 209 Ib uplift at joint 11. PLATES M 1120 Weight: 62 Ib Sheathed or 6 -0 -0 oc purlins, except end verticals. Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 10= 198/18 -9 -0, 16= 214/18 -9 -0, 15= 458/18 -9 -0, 13= 429/18 -9 -0, 12= 458/13 -9 -0, 11= 361/18 -9 -0 Max Horz 16= 64(Ioad case 1) Max Upliftl0=- 164(load case 2), 16=- 142(load case 2), 15=- 292(Ioad case 2), 13=- 257(Ioad case 2), 12=- 271(load case 2), 11=- 209(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 2 -16= -184, 1 -2 =0, 2- 3 = -64, 3- 4 = -64, 4- 5 = -64, 5- 6 = -64, 6- 7 = -64, 7- 8 = -64, 8 -9 =0, 8 -10= -168 BOT CHORD 15 -16 =0, 14 -15 =0, 13- 14 =64, 12- 13 =64, 11- 12 =64, 10 -11 =64 WEBS 3- 15 = -375, 4- 13 = -353, 5- 12 = -373, 7- 11 = -302 �.» 0 -7 -0 Scale = 1:34.3 GRIP 249/190 l Job Truss Truss Type FT1A FLAT Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5213 -0,2 -0 IT 0 -2 -0 1.5x4 1 2 16 15x4 LOADING (psf) TCLL 30,0 TCDL 15.0 BCLL 0.0 BCDL 10,0 LOAD CASE(S) Standard 15 14 3x4 = 1x4 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 1x4 II 4 T 13 1x4 11 CSI TC 0.21 BC 0.06 WB 0.09 (Matrix) 5.000 s Feb 18 -9 -0 18 -9 -0 18 -9 -0 18 -9 -0 Qty LUMBER BRACING TOP CHORD 2 X 4 SYP No,2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND BOT CHORD WEBS 2 X 4 SYP No,3 Ply MJI ASSOC. 1 1 Job Reference (optional) 6 2003 MiTek Industries, Inc. Wed May 21 11:04:11 2003 Page 1 1x4 3x4 5 12 1x4 H 6 DEFL in (loc) I /deft Vert(LL) n/a - n/a Vert(TL) 0.00 1 >999 Horz(TL) 0.00 10 n/a 1st LC LL Min I /deft = 360 FORCES (Ib) - First Load Case Only TOP CHORD 2 -16= -185, 1 -2 =0, 2- 3 = -70, 3- 4 = -70, 4- 5 = -70, 5- 6 = -70, 6- 7 = -70, 7- 8 = -70, 8 -9 =0, 8 -10= -126 BOT CHORD 15 -16 =0, 14 -15 =0, 13- 14 =70, 12- 13 =70, 11- 12 =70, 10 -11 =70 WEBS 3- 15 = -373, 4- 13 = -354, 5 -12= -372, 7- 11 = -308 NOTES 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =14ft; TCDL= 5,0psf; BCDL= 5.Opsf; occupancy category II; exposure C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 4 -0 -0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 Ib uplift at joint 10, 145 Ib uplift at joint 16, 287 Ib uplift at joint 15, 258 Ib uplift at joint 13, 269 Ib uplift at joint 12 and 218 Ib uplift at joint 11. 1x4 H 1.5x4 7 • ••• i i i i i i i i i i i i • i i i i i • i i i i i i • i i i =► 11 1x4 1 PLATES M 1120 Weight: 61 Ib 18-11-0 0 -2 -0 Scale = 1'34.2 89 1 ) 1J1 10 1.5x4 GRIP 249/190 Sheathed or 6 -0 -0 oc purlins, except end verticals. Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 10= 154/18 -9 -0, 16= 216/18 -9 -0, 15= 454/18 -9 -0, 13= 429/18 -9 -0, 12= 457/18 -9 -0, 11= 368/18 -9 -0 Max Horz 16= 70(load case 1) Max Uptift10=- 110(load case 2), 16=- 145(load case 2), 15=- 287(load case 2), 13=- 258(load case 2), 12=- 269(load case 2), 11=- 218(load case 2) J -� Job Truss Truss Type Qty Ply 1 MA ASSOC. 5213 I FT2 FLAT 1 1 _j_ Job Reference (optional) I Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.000 s Feb 6 2003 MiTek Industries, Inc. Wed May 21 11:04.11 2003 Page - 1 - - 0,2 0 -2 -0 1.5x4 I 1x4 I 12 14 1 5x4 LOADING (psf) SPACING 2 -0 -0 TCLL 30,0 Plates Increase 1.33 TCDL 15.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2001 LOAD CASE(S) Standard 3 1x4 4 1x4 II CSI TC 0.18 BC 0.06 W B 0.09 (Matrix) 18-9-0 18 -9 -0 1x4 II 1x4 it ••• • • • •'�����������������������������������������������������������������i► �����i���i ►������������������� 13 12 11 10 18 -9 -0 18 -9 -0 7 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND BOT CHORD WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No,3 5 1x4 ,l DEFL in (loc) I /defl Vert(LL) n/a - n/a Vert(TL) -0.00 8 >999 Horz(TL) 0.00 9 n/a 1st LC LL Min I /deft = 360 FORCES (Ib) - First Load Case Only TOP CHORD 2-14=-182, 1 -2 =0, 2- 3 = -28, 3- 4 = -28, 4- 5 = -28, 5- 6 = -28, 6- 7 = -28, 7 -8 =0, 7 -9= -169 BOT CHORD 13- 14 =28, 12- 13 =28, 11- 12 =28, 10- 11 =28, 9 -10 =28 WEBS 3- 13 = -377, 4- 12 = -353, 5- 11 = -373, 6- 10 = -302 NOTES 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =14ft; TCDL= 5.0psf; BCDL= 5.0psf; occupancy category II; exposure C; enclosed;C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 4 -0 -0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 Ib uplift at joint 14, 166 Ib uplift at joint 9, 275 Ib uplift at joint 13, 254 Ib uplift at joint 12, 272 Ib uplift at joint 11 and 207 Ib uplift at joint 10. 1x4 , PLATES M 1120 19-4 - 0 -7 -0 Scale = 1 34.31 Weight: 72 Ib 1.5x4 7 8 9 1.5x4 I GRIP 249/190 Sheathed or 6 -0 -0 oc purlins, except end verticals. Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 14= 214/18 -9 -0, 9= 199/18 -9 -0, 13= 463/18 -9 -0, 12= 430/18 -9 -0, 11= 458/18 -9 -0, 10= 360/18 -9 -0 Max Upliftl4=- 144(load case 2), 9=- 166(load case 2), 13=- 275(load case 2), 12=- 254(load case 2), 11=- 272(load case 2), 10=- 207(load case 2) Job Truss 5213 Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies -0-3 0 -2 -0 1 5x4 1x4 11 1x4 I I 16 1 5x4 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 FT2A LOAD CASE(S) Standard 3 I Truss Type FLAT 4 i7 n 1 18 -9 -0 18 -9 -0 Qty 1 Job Reference optional) _ 5.000 s Feb 6 2003 MiTek Industries, Inc. Wed May 21 11:04:12 2003 Page 1 • i • 0iii!iii i�►�i i ii ►�i� ►i���i !!i '►� ►��i�i - -- -- ---- -- 15 14 3x4 1x4 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 13 12 1x4 11 18 -9 -0 18 -9 -0 LUMBER BRACING TOP CHORD 2 X 4 SYP No 2ND TOP CHORD BOT CHORD 2 X 4 SYP No 2ND BOT CHORD WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 MJI ASSOC. Ply 1 1x4 H 3x4 = 1x4 1.5x4 11 5 1x4 H 6 CSI DEFL in (Ioc) I /defl TC 0.18 Vert(LL) n/a - n/a BC 0.06 Vert(TL) 0.00 1 >999 WB 0.09 Horz(TL) 0.00 10 n/a (Matrix) 1st LC LL Min I /deft = 360 FORCES (Ib) - First Load Case Only TOP CHORD 2 -16= -183, 1 -2 =0, 2- 3 = -32, 3- 4 = -32, 4- 5 = -32, 5- 6 = -32, 6- 7 = -32, 7- 8 = -32, 8 -9 =0, 8 -10= -126 BOT CHORD 15 -16 =0, 14 -15 =0, 13- 14 =32, 12- 13 =32, 11- 12 =32, 10 -11 =32 WE BS 3- 15 = -376, 4- 13 = -353, 5- 12 = -372, 7- 11 = -308 [ Li NOTES 1) Wind: ASCE 7 -98 per FBC2001; 146mph; h =14ft; TCDL= 5,Opsf; BCDL= 5.0psf; occupancy category II; exposure C; enclosed,C -C interior zone;Lumber DOL =1.33 plate grip DOL =1.33, 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 4 -0 -0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 Ib uplift at joint 10, 146 Ib uplift at joint 16, 280 Ib uplift at joint 15, 257 Ib uplift at joint 13, 269 Ib uplift at joint 12 and 217 Ib uplift at joint 11. 7 11 1x4 PLATES M 1120 Weight: 72 Ib 18-11 -0 0 -2 -0 Scale = 1.342 8 9 1 t U1 10 1.5x4 II GRIP 249/190 Sheathed or 6 -0 -0 oc purlins, except end verticals. Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 10= 156/18 -9 -0, 16= 217/18 -9 -0, 15= 447/18 -9 -0, 13= 428/18 -9 -0, 12= 457/18 -9 -0, 11= 366/18 -9 -0 Max Horz 16= 32(load case 1) Max Upliftl0=- 111(load case 2), 16=- 146(load case 2), 15=- 280(load case 2), 13=- 257(load case 2), 12=- 269(Ioad case 2), 11=- 217(load case 2) GRADE OF LUMBER 10 PSF SOFFIT 2 PSF SOFFIT 2X4 2X6 2X4 2X6 No2ND 19 SP 2 -8 -3 3 -10 -11 2- 3 -3 1-2-9 Not 19 SP 2 -9 -15 4 -0 -11 2 -10-Q 4 -4 -11 No.20 19 SP 3 - 0 - 2 4 -4 -7 3 -Q -Q 1-8-12 No,1ND 19 SP 3-0 - 2 4-5 -6 3 -0 -0 4 -II No,l 13 SP 3- 1-11 4 -7-15 3 - 0 -0 x-9-13 - No,10 19 SP 3-3-0 4 -9 -10 3 -1- 8 4 NOSS r3 SP 3 "2 • 5 -0•Q 3 -0 4.9 -I.) SS 19 SP 3 -3-0 5 -1 -S • 3.- - . - 1 -15 4-II -I5 / DSS 19 SP : -3 -11 5 - 2 -6 '3:.'2-5 OVERi-IANC" MINIMUM GRADE OF LUMBER T.C. 2X4 Na2N0 15 SP p C. 2X4 No2ND 19 SP Webs 2X-1. No.3 19 SP LOADING (PSF) L 0 TOP 30 15 [)OTTOM 0 10 SPACING: 21 inch OC OVERHANG WITHOUT RETURN MAXIvL,N1 QEFL.< LjZgo TPI 9` Crtt, 5FbC � STR, I1CR, 33 7. DRA`,4N BY U.A. CHECKED BY JAI REP. STRESS, YES -.J (ASCE - 7s) , l lO MP(1 wIN9 @ l5`, CAT c 3 Pht G - ADL, , Poo; ( . s....-1••• . No. 38205 TAI-C:70N 1, _ 'L 'r1Tt , , Approved for M x0uslrless In:; `APR 6 1996 REV. 4 f ? /% JAI ( Poi' `fi- - L: j REV 10/2-3/96 j 1 ,_k> ''j') - 1r • c OPTIONAL h- RETURN - HANGS, 1 M1Tek Industries Inc. LEDGER BOLTED TO THE TIE BEAM 1BY ELDR) ( MA's I:17E OMITT';0 E02 O.N, L- OVERHANG \41TH RETURN r This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS! VOLVED! When you see this symbol - BECOME Al ERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage:; to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES' It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and aoperty. The installer must exercise the same high degree of safety awareness as with any other structural rnaterial. TPI does not intend these recommendations to be interpreted as superiorto the project Architect's or Engineor's design specification for handling, installing and bracing wood trusses for aparti<ular roof orfloor.These recommendations are based upon the collective experie.i;e of leading technical CAUTION: The builder, building contractor, licensed contractor, erector or erection ctmtractor is ad- vised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen rnoistur. gain. A WARNING: Do 1 of break banding until installa- tion begins or lit bundled truss's by the bands. WARNING: Do riot use damage trusses. TRUSS STORAGE Frame 1 DANGER: A DANGER designates a condition where failuretofollowinstructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition wherefailureto foliow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe woodtrussindustry, but must, dueto the nature c,f responsibilities involved, be presented as a guide for the use of a qualified building designer or installer,Thus, iheTruss Plate Institute, Inc. expressly disclaims any responsibil ty fordamages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher, Printed in the United States of America. CAUTION: Alltemporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do not store bundles upright unless properly braced. DANGER: Walking on trusses which are lying fiat is extremely dangerous and should be strictly prohibited. WARNING: Do not attach cables, chains, or hooks to the web members. Tag Line Truss spans Tess than 30'. Spreader Bar L Spreader Bar A {j•d brace (EB). / or less Approximately '/, truss length ToeIrn -- 10 trues of braced group of trusses 60° I 1 r Ground brace lateral (LB) Approximately '/z to V, truss length Less than or equal to 60' 60° 'or less Approximately truss length -Toe In Tag Line Toe In / Toe In Approximately 1 /210 i') truss length Less than or equal to 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB•89, and in some cases determine that a wider spacing is possible. GROUND BRACING:BUILDING INTERIOR 2nd floor Tag Line Ground brace --vertical (G8V) \\ Ground brace diagon.,! (GBp) Note: 2 ^d floor system shall have adequate capacity to support ground braces. t at floor MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the vve'ght of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line T o Frame 2 WARNING: Do not lift single trusses with spans greater than 30' by the peak. Tag Line At or above mid - height � — Approximately R Backup ground \ / stake Tag Line Strongback/ SpreaderBar Driven ground stakes - Strongback/ Spreader Bar ■ GROUND BRACING: BUILDING EXTERIOR GBD,� Top Cho LBT i Chord �GBV Ground brace diagonals (GBD) CAUTION: Ground bracing required for all installations. 10' \ 1% Approximately V) to ) /4 truss length VV) to Y4 truss length Greater than 60' Greater than 60' I_ \ 10' Typical vertical End Wall ids attachment plan ' lc Bloc king • Typical horizontal tie member with ! - multiple stakes (I1T) Ground Brace Verticals GBV) 1] it Ground brace tat truss of braced lateral (LBG) group of trusses End brace (EB) i Strut SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (013s) [# trusses] SP/ DF SPF /HF Up to 32' 4/12 8' 20 , 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer SPAN MINIMUM PITCH DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF SPF /HF Up to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Attachment Required Continuous Top Chord Lateral Brace Required - -\� 10" or Greater Top chords that are laterally braced can buckle together and cause collapse itthcr a is no diago- nal bracing. Diagonal bracing should be nailed to the under aide of the top chord when put lino are attached to the topside of the top chord. 12 — 4 or greater -- WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. • SP • Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. =45 Frame 3 DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. 5 12 SP - Southern Pine SPF • Spruce -Pine -Fir Continuous Top Chord Lateral Brace - ----__ Required 10" or Greater L Attachment Required — / PITCHED TRUSS 1 Top chords that are laterally braced can buckle togelher and cause collapse if there is no diago nal bracing. Diagonal bracing should be nailed to the underside of the top chord lti hen pw has are attached lo the topside of the top chord. SCISSORS TRUSS SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) BOTTOM CHORD DIAGONAL BRACE SPACING (DBS) [/# trusses] SP 20 SPF liF 15 Up to 32' 4/12 15' Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. -- WEB MEMBER PLANE 12 . WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 4 or greater — Permanent continuous lateral bracing as specified by the truss engineering. Frame 4 DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF • Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE Cross bracing repeated at each end of the building and at 20' Intervals. _ �� \ 41 j� SPAN MINIfv1UM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TCP CHORD DIAGONAL BRACE SPACING (DB (it trusses] SP /DF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF • Douglas Fir - Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir 1 L. The end diagonal brace for cantilevered trusses must be placed on vertical webs in lime with the support. Top chords that are laterally brace can butt to together and cause collapse it there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the lop chord trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS:TOP CIICRD All lateral braces lapped et least two All lateral braces lapped __ at least two tru ss` End diagonals are essential for stability and must ba duplicated on both ends of the tri's; system. Topchorde that are laterally brat d can buckle together and cause collapse it theie i_ no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chid when purling are attached to the topside of the top chord. 30 (08 lg rruSSe 2 '� 0 . 0 Frame 5 2x4/2x6 PARALLEL CHORD TRUSS Continuous - - -\ Top Chord �\ Lateral Brace Required 10 or Greater r Attachment Required -- 20 O rr Sp p H ' 30" or +'. greater Continuous Top Chord Lateral Brace Required 10" or Greater - Attachment Required - -- Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) 8' TOP CHORD DIACONAL BRACE SPA :ING (DBS) [,-'r: trusses] SP/DF 17 SPF /HF 12 Up to 24' 3/12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer D(in) 0/50 D(f1) 12" 1/4" 1' 24" 112" 2' 36" 3/4" 3' 48" 1" 4' 60" 1.1/4" 5' 72" 6' 84" 7' 96" I I NIN 8' 108" 9' L(in) L/200 L(ft) 200" 1" 16,7' 250" 1-1/4" 20.8' 300" 1 -1/2" 25.0' L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' DF - Douglas Fir -Larch HF - Hem Fir Top chords that are laterally braced can buckle together and cause collapse it there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when putties are attached to the topside of the top chord. MONO TRUSS Diagonal brace also required on end verticals. PLUMB Truss Depth D(in) Lesser of N! - D/50 or 2" ±v: Maximum -plumb Misplacement Line SP - Southern Pine SPF - Spruce -Pine -Fir WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. OUT -OF -PLUMB INSTALLATION TOLERANCES. WARNING: Do not cut truss l:s. [INSTALLATION TOLERANCES ± y, 1 fL ±' /air Frame 6 L(in) 12 13 or / greater \ 8 ' / ( <eN \ a N. \ B Length L(in) / _ _ All lateral braces --/-- lapped at least 2 trusses. Continuous Top Chord Lateral Brace — Required 10" or Greater - -L Attachment ,/ Required - t Lesser of L/200 or 2" L(in) BOW } Lesser of L'200 or 2" OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. ) / If/ff fel4 ; 1 i • G W.J 1 E. .) 1.3 i L 0 C r) r - •4 JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK RCAD, ESTON, FL 33331 MAY 2 2 2003 (-" • 4 0 0 k - 4 tr) f 0 0 0 !N. -d; - :::.' _;-- _,,. : r li 4 0 /( . . - J .:-) .: '-!) VI .„,); _ c : ‘ ,7 ) :. , ,,,3 1 ' _. I 'N - r to) ."1 , ..1 ( ( 0 .: t ... — Y .1 '' _: () 0 0 , - 4 r _. i kJ . la (... A .LI 'La -i , .. y Q- r .) . . : ,;..._,, 0 .) 0 DOOR SCI I ID L- NO. LOCATION ROOM SIZE BASE TYPE MATERIAL FINISH THRESHOLD JAMB REMARKS WIDTH HEIGHT THICK 1 MASTER BEDROOM /DINING 3' -0" 6' -8" 1 3/8' PRE —HUNG MASONITE WOOD WOOD 2 MASTER BATH 2' -8" 6' -8" PRE —HUNG MASONITE WOOD GYP. BRD. GYP. BRD. HANDICAP 3 W.I.0 2' -0" 6' -8" PRE —HUNG MASONITE 4 MASTER BEDROOM 3' -0" 6' -8" 1 3/8" FRENCH ALUMINUM /GLASS 5 KITCHEN 2 3'— C "6' -8" 1 3/8' FRENCH ALUMINUM /GLASS 6 GARAGE 2' -8" 6' -8" 1 3/4" WOOD MASONITE WOOD "C" LABEL,1 HR. RATED W /SELF CLOSER 7 GARAGE 2' -8" 6' -8" 1 3/4" METAL MASONITE WOOD 8 PANTRY 7' -0" 6' -8" 1 3/4" BI —FOLD MASONITE WOOD MEAN OF ESCAPE NOTE: " 0 11 14'— EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET 15' -6" " ,f ALL EGRESS WINDOWS TO COMPLY W/ F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" WIDEX24" HIGH AND 5.7 S.Q FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR, THE MODE OF OPERATION MUST NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING, AND NO PART OF THE OPERATION MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE THE FINISHED FLOOR EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUSIDE DURING AN EMERGENCY WHEN LOCKED GROUND FLOOR PLAN NOTE: EXISTING EXISTING s . n • N EGRE S DOOR 4" 4 F. FLOOR ELEV. =0' -0" 0 EXISTING 11' - 10" 11' -10" 13' -7" SCALE: 1/4" = 1' -0" 1 WIC. 8'2' DINING MASTER N 0 I ih 22 —4 BED OOM 3 ' O 1 SOIL TO BE TERMITE TREATED AS PER SECTION 2913.5 2 SH 23 9' -10" MASTER BATH 9' -10" 0° °0 oa 0 0 9' -10" KITCHEN 10' -0" SELF CLOSER DOOR N N 0 2' -0 f SH 1/2 34 SH 1/2 34 SH 23 CAT—II SAFETY GLASS SH 23 2 X 6 WD. BACKING FOR CAB. BACKIING 2 X 4 WD. BACKING AT GOT. OF WALL CABINET AND AT WALL HUNG PLUMBING FIXTURES INTERIOR PARTITION 3 -5/8" METAL STUDS ® 16" O.C. (TYP.) 5/8" GYPSUM BOARD ON METAL STRIPS © 16 "O.C. ONE (1) LAYER 5/8" THK. GYPSUM BOARD EACH FACE OF STUD NAILED W/ 6d COOLER NAILS © 7" 0.C. FLOOR NOT TO SCALE ROOF METAL HEADER METAL BRACING 5' -0" A.F.F. METAL RUNNER TYPICAL INTERIOR PARTITION 3 5/8 " -22GA. STUDS © 16" 0.C. METAL STUDS ® 24 "O.C. CEILING WALL COUNTERTO r P WOOD BACKING DETAIL NOTE AS PER F.B.C. 2318.1.15 Wall hung fixtures. Studs in bearing walls, exterior walls and non — bearing partitions supporting wall hung plumbing fixtures and wall cabinets shall be not less than 2x4, where spaced not more than 16 inches (406 mm) on center or, not less than 2x6, where spaced not more than 24 inches (610 mm) on center. A minimum 2x4 horizontal wood member, securely fastened to not less than two such studs, shall be installed for the attachment of each wall hung plumbing fixture and wall cabinet. BURGLARY INTRUSION NOTES 1. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF KEY —IN— THE KNOB LOCK IS USED THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 2. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOOR. THE INACTIVE LEAF OF THESE PAIR OF DOORS SHALL HAVE MULTIPLE POINT LOCKS WITH 5/8" MIN. THROW BOLTS WITH INSERTS. 3. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OR OPERABLE FOR EXTERIOR, AT THE JAMB, HEAD, SILL OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK ARE TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM OUTSIDE. 4. OVERHEAD) DO SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLT OR BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. 5/8 ". OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED AND LOCKED BY ELECTRIC POWER. 5. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON REMOVABLE PINS. 6. JAMS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS BE RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES. 7. SINGLE SWINGING EXTERIOR DOOR IF WOOD, SHALL BE SOLID CORE OF NOT LESS THAN 1 1/8" THICK. 8. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTES — STANDARD 297.1. 9. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTES — STANDARD 297.1. 10. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURER'S ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. 11. VENTS ON OVERHEAD GARAGE TYPE DOORS SHALL NOT BE INSTALLED CLOSER THAN 40" TO THE INSIDE LOCK ACTIVATING DEVICE. 12. SINGLE SWING EXTERIOR AND SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREA SHALL BE A MIN. 1 3/8" THICK, SOLID CORE, AND SHALL BE SECURED WITH A LATCH AND SINGLE DEAD BOLT SETS WITH LATCH THROW MIN. OF 1/2" AND BOLTS HAVING A MIN. OF 1" THROW. 13. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANEL. 14. 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 15. CLOSET DOORS IF LATCHED SHALL BE SUCH THAT CHILDREN CAN OPEN DOOR FROM THE INSIDE OF THE CLOSET 16. EVERY BATHROOM DOOR SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY REVISION1 2. REVISI0N2 3. REVISI0N3 4. REVISI0N4 S I-1-T A2 -- 30V FI \ I SH SCH =3 U L- ROOM FLOOR BASE WALLS CEILING CLG. HT. REMARKS MASTER BATH TILE TILE GYP. BRD. GYP. BRD. KITCHEN 11LE — GYP.BRD GYP. BRD. MASTER BEDROOM WOOD WOOD GYP. BRD. GYP. BRD. CLOSETS & LINEN WOOD WOOD GYP. BRD. GYP. BRD. MEAN OF ESCAPE NOTE: " 0 11 14'— EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET 15' -6" " ,f ALL EGRESS WINDOWS TO COMPLY W/ F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" WIDEX24" HIGH AND 5.7 S.Q FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR, THE MODE OF OPERATION MUST NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED CLEAR OPENING, AND NO PART OF THE OPERATION MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE THE FINISHED FLOOR EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUSIDE DURING AN EMERGENCY WHEN LOCKED GROUND FLOOR PLAN NOTE: EXISTING EXISTING s . n • N EGRE S DOOR 4" 4 F. FLOOR ELEV. =0' -0" 0 EXISTING 11' - 10" 11' -10" 13' -7" SCALE: 1/4" = 1' -0" 1 WIC. 8'2' DINING MASTER N 0 I ih 22 —4 BED OOM 3 ' O 1 SOIL TO BE TERMITE TREATED AS PER SECTION 2913.5 2 SH 23 9' -10" MASTER BATH 9' -10" 0° °0 oa 0 0 9' -10" KITCHEN 10' -0" SELF CLOSER DOOR N N 0 2' -0 f SH 1/2 34 SH 1/2 34 SH 23 CAT—II SAFETY GLASS SH 23 2 X 6 WD. BACKING FOR CAB. BACKIING 2 X 4 WD. BACKING AT GOT. OF WALL CABINET AND AT WALL HUNG PLUMBING FIXTURES INTERIOR PARTITION 3 -5/8" METAL STUDS ® 16" O.C. (TYP.) 5/8" GYPSUM BOARD ON METAL STRIPS © 16 "O.C. ONE (1) LAYER 5/8" THK. GYPSUM BOARD EACH FACE OF STUD NAILED W/ 6d COOLER NAILS © 7" 0.C. FLOOR NOT TO SCALE ROOF METAL HEADER METAL BRACING 5' -0" A.F.F. METAL RUNNER TYPICAL INTERIOR PARTITION 3 5/8 " -22GA. STUDS © 16" 0.C. METAL STUDS ® 24 "O.C. CEILING WALL COUNTERTO r P WOOD BACKING DETAIL NOTE AS PER F.B.C. 2318.1.15 Wall hung fixtures. Studs in bearing walls, exterior walls and non — bearing partitions supporting wall hung plumbing fixtures and wall cabinets shall be not less than 2x4, where spaced not more than 16 inches (406 mm) on center or, not less than 2x6, where spaced not more than 24 inches (610 mm) on center. A minimum 2x4 horizontal wood member, securely fastened to not less than two such studs, shall be installed for the attachment of each wall hung plumbing fixture and wall cabinet. BURGLARY INTRUSION NOTES 1. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF KEY —IN— THE KNOB LOCK IS USED THERE SHALL BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 2. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOOR. THE INACTIVE LEAF OF THESE PAIR OF DOORS SHALL HAVE MULTIPLE POINT LOCKS WITH 5/8" MIN. THROW BOLTS WITH INSERTS. 3. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OR OPERABLE FOR EXTERIOR, AT THE JAMB, HEAD, SILL OR AT MEETING MULLIONS. THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK ARE TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM OUTSIDE. 4. OVERHEAD) DO SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLT OR BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. 5/8 ". OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE CONTROLLED AND LOCKED BY ELECTRIC POWER. 5. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON REMOVABLE PINS. 6. JAMS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS BE RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES. 7. SINGLE SWINGING EXTERIOR DOOR IF WOOD, SHALL BE SOLID CORE OF NOT LESS THAN 1 1/8" THICK. 8. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTES — STANDARD 297.1. 9. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTES — STANDARD 297.1. 10. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MANUFACTURER'S ASSOCIATION STANDARDS FOR FORCED ENTRY RESISTANCE, AAMA 1303.3. 11. VENTS ON OVERHEAD GARAGE TYPE DOORS SHALL NOT BE INSTALLED CLOSER THAN 40" TO THE INSIDE LOCK ACTIVATING DEVICE. 12. SINGLE SWING EXTERIOR AND SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREA SHALL BE A MIN. 1 3/8" THICK, SOLID CORE, AND SHALL BE SECURED WITH A LATCH AND SINGLE DEAD BOLT SETS WITH LATCH THROW MIN. OF 1/2" AND BOLTS HAVING A MIN. OF 1" THROW. 13. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANEL. 14. 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 15. CLOSET DOORS IF LATCHED SHALL BE SUCH THAT CHILDREN CAN OPEN DOOR FROM THE INSIDE OF THE CLOSET 16. EVERY BATHROOM DOOR SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY REVISION1 2. REVISI0N2 3. REVISI0N3 4. REVISI0N4 S I-1-T A2 12O/24O _ _ „ „ 200 AMPS. MCB 1PH,3W EL -CTRI C PA\ -L A SURFACE MID. CIRCUIT FUNCTION VOLTS C/B TRIP ROMEX LOAD C- 1,3 STRIP HEATER /BLOWER #1 (10.0 KW) 240 2P -60 #6 10000 C- 2,4 A/C # 1 CONDENSING UNIT 240 2P -40 #8 (4000) C- 5,7 WATER HEATER 240 2P -30 #10 5500 C- 6,8 DRYER 240 2P -30 #10 5000 C- 9,11 COOK TOP 240 2P -40 #8 6000 C -10 REFRIGERATOR 120 1P -20 #12 1500 C -12 DISHWASHER 120 1P -20 #12 1200 C -13 WASHER 120 1P -20 #12 1500 C -14,16 OVEN / MICROWAVE 240 2P -40 #8 6000 C -15 G.F.I. OUTLETS BATHROOMS 120 1 P -20 #12 1500 C- 17,18,19 SMALL APPLIANCES 120 1P -20 #12 4500 C -20,22 STRIP HEATER /BLOWER #2 (10.0 KW) 240 2P -60 #6 10000 C -23,25 A/C # 2 CONDENSING UNIT 240 2P -40 #8 (4000) C -21 SPRINKLER TIMER 120 1P -20 #12 1500 C -26 -39 LIGHT & RECEPT. 120 1P-15 #14 9138 C- 40,42 SPACES FLOOR AREA = 3046 S.F.® 3 WATTS = 9138 TOTAL LOAD = 63338 ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED ON (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE IN THE HABITABLE AREAS. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEVATION. A/C COMPRESSOR SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION. MAIN CIRCUIT BREAKER PANELS SHALLBE LOCATED ABOVE BASE FLOOD ELEVATION. WE WILL CONFER WITH FLORIDA POWER & LIGHT TO LOCATE THE ELECTRIC METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. ALL ELECTRICAL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH LOCAL CODES AND ORDINANCE & ALL STANDARDS OF CONSTRUCTION ESTABLISHED BY THE LANDLORD. ALL CONDUCTORS SHALL BE TWH OR THWN COPPER. ALL EXPOSED CONDUITS SHALL BE RUN AS NEAT AS POSSIBLE AND PAINTED TO MATCH COLOR OF SURROUNDINGS. P.V.C. CONDUIT SHALL ONLY BE USED IN SLAB OR UNDERGROUND AT A MINIMUM DEPTH OF 24 ". FLEXIABLE CONDUIT SHALL BE USED FOR CONNECTION TO ALL VIBRATING EQUIPMENT SUCH AS MOTORS, ETC. ALL WIRING DEVICES SHALL BE LEVITON "DECORA" SERIES OR EQUAL AS APPROVED BY ARCHITECT OR ENGINEER. COLOR SELECTED BY ARCHITECT. ALL RECEPTACLES SHALL BE INSTALLED AT 12 "A.F.F. UNLESS OTHERWISE NOTED. ELECTRICAL POWER AND CONTROL WIRING FOR HVAC AND MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL VERIFY THE CEILING FINISHES AND SUSPENSION SYSTEM FOR SELECTION OF THE PROPER TRIM AND SUPPORT ARRANGEMENT OF THE FIXTURE. ELECTRICAL CONTRACTORS SHALL COORDINATE HIS WORK WITH THE ARCHITECT BEFORE ROUGH INSTALLATION OF LIGHTS, RECEPTACLES, SWITCHES AND EQUIPMENT FOR EXACT LOCATIONS. ALL ELECTRICAL EQUIPMENT MUST BE U.L. APPROVED. ALL CIRCUITS WHO FEENDING ALL MONOFASICS OUTLET OF 125V & 15A & 20A , INSTALL IN ALL HOUSE, SHOULD BE PROTECTED W/ INTERRUPTOR CIRCUIT OF ARC. FAULT FAULT REQ. AS PER N.E.0 210 -12 0 ELECTRICAL LEDGEN J -BOX OO 5" DONW LIGHTS HALO WALL WASH 50WR30 • SPOT WALL WASH WALL SCONCE HALO H -2303 75W. SUFACE CAN W/ DUPLEX BAFLLE 3" DOWN LIGHTS CEILING FIXTURE VAPOR LIGTH v)1 SINGLE POLE DIMMER SWITCH 0 O 3,0-1 Ic TRIPLE POLE SWITCH (DIMER) DUPLEX OUTLET CFI DUPLEX OUTLET CABLE OUTLET TELEPHONE OUTLET J -BOX GENERAL ELECTRICAL NOTES FLOOR DUPLEX OUTLET EXHAUST FAN MIN.5 MINUTES - R. SMOKE DETECTOR ELECTRICAL OUTLET 1 U 1 FLUORESCENT LIGTH ELECTRICAL PANEL 1 IJ ELECT. DISCONNECTOR KITCHEN OR BATHROOM LIGHT -3- SMOKE DETECTOR SWITCH LEG SWITCH 0 SMOKE DETECTOR CONNECTION DETAIL NTS SMOKE DETECTOR SHALL NOT BE PLACED WITHIN 3 FT. OF ANY A/C GRILL. D LINE SIDE OF SWITCH SMOKE DETECTOR SHALL BE HARDWIRED (110 V TYPR) TO A NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED 3" TO F.P.& L TRANSFORMER ELECTRICAL LOAD CALCULATIONS CONNECT LOAD LESS A/C 10 KW © 100% 33.4 REST © 40% A/C OHTNG 100% DEMAND LOAD 120 V PHASE CONDUCTOR 1 # 4 (CU) -1/2" (AS PER N.E.C.) RISER DIAGRAM (EXISTING) (63.4 -20) 43.4 KW 10.0 KW 13.4 KW 20.0 KW 43.4/240 = 180 AMPS. _J200 A.DISC.BRKR 3 # 4/0 THWN (CU) IN 2" CONDUIT SS PNL A CWP (METAL) GROUND ELECTRODE TO FOUNDATION REBAR PANTRY C -27 DROOM GFI i - 7W C -14,16 (ASTER BAT C--27 nC -20,2 C -27 EXISTING 8 C -18 c l � C C -26 C-26 C -27 DINING C -18 C -26 C-26 C -18 MASTER BE C -18 C -18 C -18 PANEL A EXISTING C -9,11 C -27 C -27 CGg CFI -17 K CHEN C -27 C -27 19 C -27 C -27 \EW ELECTRICAL FLOOR PLA\ C -23,25 C - SPRINKLER TIMER J ELECT - METER W/ MAIN DICONN. 7 O U O W REVISION1 2. REVISION2 1 REVISION3 4. REVISION4 S { I I- I- T I- 1 AIR U C'!',YD, Y r/o,v i /7 (jilt! /. c 5 /Y i T- 5 e4 / /.. r1 . .. .. ... .y� .,. ,._ ,s $ t : .:," -.1.• - . _ i� ( - t 4 " ( ; .,- .!' �'' _ < 3 ik\;y' C i 4;) .g../.1') [1 Li lr / . / r te '�j (I A' Ho G t' 1�1 A_o A/1 / d M R3. SA /v ;! 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I. z / , rA FLOOD. . PLIN : • K . 5 c 1.11.-I o" ! :: t"L r t i E • awr • ••••.+ t sr L � , 6 II f� ▪ L \1 l� .LOCATION PLAN • SQLJTH.. ELEVATION I I L • EAST ELEVATION EL • • 4- lN-2 r SITE PLAN . • 1�. ,+I. 4 9 •2` -G' 1 A :3 ." ■ LU Lu 4C : (o) ° wag :I (.01 ,, ,,,,,,, • •, 1 ,, 9. o d .": Lial ti :' . is .' 3 (4 2 ui ':-..4 Z .14 ,,,i 44:C .,,-. ... - , > cr 13:.4 W Z ' 4 . :1 r 4 N - ; ,r OHAWN CHECKED OATS F3 CAt. s . l� re,n .SOH NO. 8624 13HRET OF Eif►Iil�Tti LL(T.111 Of .tizVG.• 2�VAT1ON.5 A AAC 0.51R »:t A/C . AR carbTwN4 cos . caNCatTt eLOCK sTalrcTurt *VP C CALCU ATGD CD cATCIJ DASH OLL 7VtR1YAD UTLJTY 1.Jt PAL Cl- GLCAR. C,t Ct)JTCR iJt PCC. PGNT of cOhf' uQ PRA. R•D LAC UkR'AC•l.i,rr Pc PONT of CU2VAILR.C. POL PONT of Ca44-14CU.NT RAV FP P.1 f) r_ON FYG POs.. PONT Of ec471N4 OLDS bU-PF4 xc 011 OVVF. W>, . WATtP. 1¢TC9. Gil CLJORD DuTANCt SCR Pe aJ WIC M tc.ASLR•C C.S. 221J4A4Lc&cJ4C)JT .P PA_ %'J- aPCRTY LA. COW CONCRITC f11 rag, ttr - AuIJT s■K LP L TLTY POLL f 2. f allb 2. ... RAMIS UL . CERTIFY TO: Rudolfo T. & Amparita L. Cabrera Law Offices Of Richard Burns, P.A. Attorneys' Title Insurance Fund, Inc. Dade County Federal Credit Union Its Successors And /Or Assigns LEGAL DESCRIPTION: Lot: 5 Block: Subdivision: Kriby's Addition To Miami Shores According to the Plat thereof as recorded in Plat Book: 41 Page: 44 Public Records of DADE County, Florida. ADDRESS: 1042 NE 95TH STREET MIAMI SHORES, FLORIDA 33138 Encroachments Noted: 2- LOCATION SkcTCU c kl NOTES: A) All Clearances and /or encroachments shown hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. B) The ieeue of this survey le only for the exduiM and specific use of close persona parties or institutions shown in the certification. Any other intended use will require written apprwd from the certifying surveyor or firm. Cl Code restriction and Uds arch are net reflected on this survey. 01 The flood information shown hereon don not imply that the referenced proper:ywil or will not be free from flooring or damage end don not create lability on the part of the Bryn, any officer or employee thane for any damage tat resup from retina on said information. El The lands depicted hereon were par the legal description and no claims as to ownership or matters of title ars made or Implied. Fl Underground Encroachments, W arty, not located. I her eby certify that the survey represented hereon meets the minimum technical stem dsrds set forth by the Board of Land Sieveytr in chapter 81017) - • alive C. • pu suant to Section t . 027 FLA tL PEREA P.S. &M. t4858 o A \. 35' STATE OF FLORIDA NOT VAL10 UNLESS (WANTED •.1TN AN EMBOSSED SURVEYORS'S SEAL NOTES: 1. IF SHOWN, BEARING ARE TO AU ASSUMED MERIDIAN LBY PLATT. 2. IF SHOWN, ELEVATIONS ORE REFERRED N.0.9 0 1 BR IL 3. THIS IS A BOUNDARY SURVEY. N r- (7ATL. FG.L.D \VoR}C 12/29/1898 tiATI4NM_ 4tap Tc VtRTICAL DATL'. PONT Of RLVGRSG CIRVATIRL RAMC 12 .4 1 :4 of WAY xcnorl SCRL GNCD .SLT Ref) PPG JOGwAUC UTUTY tiehz T . tr„L. of I), FL �V Z.Ot ■t.. AE _v_111.5 1.5 4 FLOOD !I AZARD Zott ___—T0 NOT A FLOOD i-IA ZARD Z t PALL t40) 93/G COM4•'TY 120052 OATL. OF F'zty} 07/17/1985 1344,5G. FL ;CA? 8.00' r14,51111_699) N/A L o\VL.ST N/A AD 1 Q2ADG_ .3CALC 1,r = .SIILVc�o 88-4000 TLIOMA.S ,1 14;_,ILLY, INC. u5.#6486 333 PALGRI.10 AVOLL. CORAL 33J3A DAM (305)444 -7692 3R \VP (954)779 -3288 PADG. FAX (305)446-6494 62 \V: FAX (954)779 1ij zl' ,av,-_. �L 1 (20) %,11 4 % — 0 o, q > U,. to 3t• • • : 20 .4 t 0 0 (c-1 z 9 (.1 . �P�• l 0%, 6 �p -4Z 4.- a l . R (U) 20, Or, Ouc • 1 rv00o'E CE. FJ�CL / 0' Aire A 2.50U.E oz A 0 0 0 •_jL &IA ----X - ep a 4 W/LE j6UCE ,£4Jat- 2.30 'b7' 4 2,5t TIJOMA.3 J LILY, INC. L . #6486 g VEYORS- •- KoPpc. R. --LANb PLAti ..3 51t .T 2 OF 2 333 PALGPJY1O AVCAL.G. CORAL_ 4A811. .5. FLORVA 33134 (3o5) 444 -7692 PAM. (954) 779 -3288 N..\V9 (305) 444-6494 FAX PATTC. F \Vc i . l 2_ - Zq - t9eb DOOR SCHEDULE NO. LOCATION SIZE TYPE MATERIAL FINISH THRESHOLD JAMB REMARKS WIDTH HEIGHT THICK 1 MASTER BEDROOM 6' -0" 6' -8" 1 3/8" FRENCH ALUMINUM /GLASS PAINT x 001 2 FLORIDA ROOM 6' -0" 6' -8" 1 3/8" FRENCH ALUMINUM /GLASS PAINT x 002 3 FLORIDA ROOM 2' -0" 6' -8" 1 3/8" SIDE LITE ALUMINUM /GLASS PAINT 4 5 6 7 EXISTING LICH TO REMAIN DECORATIVE RAILING PREPERE CONCRETE TO RECEIVE NEW STONE — ILE FLORIDA ROOM EXISTING 4 i' -5i' -5 PROVIDE NEW CMU WALL EXISTING EXISTING EXISTING FLORIDA ROOM EXISTING F. FLOOR ELEV. =0' -0" EXISTING EXISTING EXISTING MASTER BATF EXISTING KITCHEN SELF CLOSER DOOR No Scale EXISTING T PROVIDE OPENING TO ACOMODATE NEW FRENCH DOOR PROVIDE OPENING TO ACOMODATE NEW FRENCH DOOR MASTER pEDROOM EXISTING EGRESS DOOR TO BE R GROUND FLOOR PLAN SCALE: 1/4" = 1' -0" z N No Scale MANUFACTURED GUARDRAIL MANUFACTURED HANDRAIL 4" CONCRETE SLAB W /6X6 10/10 W.W.M. ON 95% WELL COMPACTED FILL ALL DRY DENSITY (DOUBLE WIRE MESH AT PERIMETER 30 ") MOISTURE BARRIER (.006 IN. VISQUEEN) EXP. JOINT EXISTING STRUCTURE LEGEND SOIL STATEMENT EXIST.8" CONC.BLK. NEW CMU WALLS GUARDRAIL / HANDRAIL ASSEMBLY 1/8" r EXPANSION JOIST « / /// CONCRETE DEMOLITIONS NEW 4" CONCRETE SLAB BUILDING NOTES: PROVIDE 1 # 5 VER IN. CONC.FILLED CELL AT EVERY CORNER AND AT 4' MAX. APART. ( TYP ) TYPICAL S=_C No Scale STRUCTURAL STEEL MANSORY UPON VISUAL INSPECTION,IT HAS BEEN DETERM N EXISTING STAIRS f 10 \S EXTENDED HANDRAIL 12" 0 TOP STEP MANUFACTURED RAILS SPACED TO REJECT 4" DIA. OBJECT MANUF. BALUSTER 6" DIA. MAXIMUM MANUFACTURED GUARDRAIL z 0 z m a 8 "X8" CONC.WALL CAP W/2 # 5 CONT.(TYP.) ANTI -SLIP CONC. FINISH SURFACE (TYP.) - 5" WF -16 (TYP.) #5 © 12' W/ #4 ©24" O.C. NOTE: SOIL TO BE TERMITE TREATED AS PER SECTION 291 — PROVIDE DADE COUNTY APPROVED HURACANE SHUTTERS TO ALL EXTERIOR DOORS AND WINDOWS. SUBMIT DADE COUNTY APPROVAL NUMBER PRIOR INSTALLATIONS. —ALL STUBS AGAINST CONCRETE BLOCK WALL SHALL BE SECURED WZ416d NAILS AS PER SECTIDN 2905.01 (L) S.F.B.C. STRUCTURAL STEEL V\ORK SHALL COMPLY WITH AISC SPECIFICATIONS FOR THE DESIGN,FABHCATIONS AND ERECTIONS OF STRUCTURAL STELL FOR BUILDINGS" AS I' APPEARS ON THE " MANUAL OF STELL CONSTRUCTION" ,, EIGHT EDITION. STRUCTURAL STELL SHAPES, BARS AND PLATES SHALL CONFORM TO ASTM A36,FV 36 K.S.I. HOLLOW CONCRETE MANSORY UNITS SHALL BE OF QUALITY AT LEAST EQUAL TO THAT REQUIRE BY ASTM C90 " STANDART SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE ALL MORTAR SHALL COMPLY WITH THE PROPERTY AND PROPORTION SPECK ATION OF ASTM C210 , EXC =PT THAT SLAG CEMENTS SHALL NOT BE USED. 0 FOR EXTERIOR WALL SHALL BE TYPE M. FOR INTERIOR LOAD BEARING WALL SHALL INTERIOFS WALLS ABOVE GRADE AND SUPPORTING LOAD THE MORTAR SHALL BE TYPE M,S,OR N, ED THAT THE EXISTING SO _ CONS STS OP UNDISTU ABED SAND AND ROCK WITH A M N MUM BEARING CAPS TY OF 2.000 -.S.F. CONTRACTOR SHALL NOT PROCEED UNTIL EXISTING SUPPOSED CONDITIONS 1 1/2" MIN. HAVE VERIFIED. 0 0 O c0 10 "X16" CONC.FTG. 2 # 5 1 W. / #4TRANSVERSE Y - uvEJ ZONING E• Er.TRICA1 RUCTURAL 5 AIG `AEr,H AT T E TIME OF CONSTRUCT ON, A- CHITECT OR ENGINEER S ALL SUM T TO TH= BU LD NG OF =1C AL A LETTER OTATING THAT OBS RVED FOUNDATION IS SIMILAR TO THE PRESUMPTION CAPACITY USED IN THE DESIG CRITERIA B .NO a 2. 1 .I 1gYK NF-u)1.1 NV)(t)'t tO NIM (co Neu 0 J L ECEIIVED ty .?N u e 2004 SHEET 1 S1 1 - � 33 - - 1 2' r i� -a 0 0 I NA . i 2011/8' O i II 25 1/8 REV. II 0 0 a• 97£ 92 , O I L I f ° '011 7(Y11 ! r t ti r -I T. (( - � 33 - - 1 2' r i� -a ' T I NA . i 2011/8' O i II .L /l t6 9 I o '0'O 7(V11 J -- I l 0 '0'Q 'XVT9 II 4 1 1 i , i t 20 1 ' 28 1/8' MM. 0.0. - @ - 0 0 1 1 1 1 1 ' ' ' ' T T ! 2011/8' I � 0 ° '0'0 ll i .. g .8/£ 92 � Y J -- I l 0 '0'Q 'XVT9 0 0 ! r t ti r , i t 20 1 ' 28 1/8' MM. 0.0. - @ - 0 0 1 1 1 g W .s /£ 98 0 ° '0'0 � 'XYf1 .26 DESIGN PRESSURES IN PSF FOR DOOR/SIDELITE SYSTEM DOOR DOOR W/O SIDELITE SIDE LITE W /SIDELITE LEAF HEIGHT POS. NEG. (INCHES) POS. NEG. 37 74.4 74.4 30 75.0 75.0 3' -0" 75.0 75.0 24 75.0 75.0 18 75.0 75.0 12 75.0 75.0 8' -0" 37 75.0 75.0 30 75.0 82.8 2' -6" 75.0 84.6 24 75.0 83.6 18 75.0 84.6 12 75.0 84.6 42 75.0 86.9 37 75.0 90.0 3' -0" 75.0 90.0 30 75.0 90.0 24 75.0 90.0 18 75.0 90.0 6'-8" 12 75.0 90.0 42 75.0 86.3 37 75.0 91.8 2' -6" 75.0 98.9 30 75.0 98.9 24 75.0 98.9 18 75.0 98.9 18 75.0 98.9 72' MAX. DOOR WIDTH 37' MAX. • V' *IV; 37' W1X. 37' Mt STOREFRONT DOOR WIDTH STOREFRONT SIDEUTE WIDTH SIDEUTE WIDTH . t .c 8 0 ;f1 . 1 MAX 13' 18:1" 13 37' MAX. 1 72' MAX. STOREFRONT t DOOR WIDTH SIDEUTE WIDTH tog lIA I•DADE COUNTY APPROVED SHUTTERS ARE REQUIRED REV. 37' MAX STOREFRONT SIDEUTE WIDTH 8 ELEVATION _16'6 VAX l 13 8' 37' MAX. FRENCH SIDEUTE WIDTH I 13' 6 ' MAX 37' MAX. • 13'_1 dAY "1 72' MAX. FRENCH 000R WIDTH SIDEUTE WIDTH 37' W. FRENCH SIDEUTE WIDTH • 37' wx FRENCH SIDEUTE WIDTH N 3 5 NOTES: 1. FLUSH BOLTS. ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE DESIGN PRESSURES ABOVE. 2. GLAZING. 3/16' TEMPERED GLASS FOR FRENCH DOORS AND SIDEUTES. 1/4' TEMPERED GLASS FOR STOREFRONT SIDEUTES. 3. COLONIAL L UNTINS CAN BE APPLIED. Approull as cvtuplling with the Florida Buldiof: Coic Date NOA1% - Mtim% Dade Prod Col- D'nisio By • ., F O/MC° HERWUEZ n_ PE 1 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Mica Hfateoh. Florida 33012 Ph: (305)344 -9952 Fax:(305)828 -5118 Drawn @y: MH DM:12 -10 -01 Scot.: Rrvision: Rtntalon: DRAWING NO. FD--01 SHEET -1 OF 4 72' MAX. DOOR WIDTH 37' MAX. • V' *IV; 37' W1X. 37' Mt STOREFRONT DOOR WIDTH STOREFRONT SIDEUTE WIDTH SIDEUTE WIDTH . t .c 8 0 ;f1 . 1 MAX 13' 18:1" 13 37' MAX. 1 72' MAX. STOREFRONT t DOOR WIDTH SIDEUTE WIDTH tog lIA I•DADE COUNTY APPROVED SHUTTERS ARE REQUIRED REV. 37' MAX STOREFRONT SIDEUTE WIDTH 8 ELEVATION _16'6 VAX l 13 8' 37' MAX. FRENCH SIDEUTE WIDTH I 13' 6 ' MAX 37' MAX. • 13'_1 dAY "1 72' MAX. FRENCH 000R WIDTH SIDEUTE WIDTH 37' W. FRENCH SIDEUTE WIDTH • 37' wx FRENCH SIDEUTE WIDTH N 3 5 NOTES: 1. FLUSH BOLTS. ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE DESIGN PRESSURES ABOVE. 2. GLAZING. 3/16' TEMPERED GLASS FOR FRENCH DOORS AND SIDEUTES. 1/4' TEMPERED GLASS FOR STOREFRONT SIDEUTES. 3. COLONIAL L UNTINS CAN BE APPLIED. Approull as cvtuplling with the Florida Buldiof: Coic Date NOA1% - Mtim% Dade Prod Col- D'nisio By • ., F O/MC° HERWUEZ n_ PE 1 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Mica Hfateoh. Florida 33012 Ph: (305)344 -9952 Fax:(305)828 -5118 Drawn @y: MH DM:12 -10 -01 Scot.: Rrvision: Rtntalon: DRAWING NO. FD--01 SHEET -1 OF 4 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)344 -9952 Fax:(305)829 -5118 a gi M . 0 w An v o tin g 3. —. u r .— 0 to roil V § z i N Drawn Br MH Nit.: 12 -10 -01 Scaly. 1/2"=1n RrvIsion: R.vt.tort: DRAWING NO. FD -01 SHEET 20F4 10 15 3/16' TEMP. GLASS FOR DOOR 4 a ,u■ v, ‘ u, uwiLAJ SHALL WITHSTAND ALL GLAZING SYSTEM LOADS (1)? FOR ALL WOOD BUCKS) 1/4• TEMP,GIASS FOR SF SIDEIJTE 4 . • 1/4' IAPCONS WITH 1 1/2' MIN. EMBEDMENT INTO MASONRY 06' FROM CORNERS AND THE REST 013' O.C. MAX. ( TYP FOR HEAD & SILL) •• •. . 1 • v• • /10 X 1 1/2' S.M.S. 04' FROM BOTTOM AND TOP OF FRAME, AND THE REST 012' O,C. MAX. (TYP FOR CONNECTION BETWEEN DOOR JAMB) 10 X 1' S.M.S. 01' FROM BOTTOM 0 TOP OF FRAME, NEXT ANCHOR SPACED TO 3' MO THE REST 012 O.C. MAX. DETAILS APPrvred as comWag pith the Florida B J ... Code Date Nnc LPOZ NOM 51 LamiDede Produ Coat Dit [sloe By • 1. 1 . : 44 o • . • • 'a 1 • / v N. • 110 x 1 1/2' S.M.S. 04' FROM BOTTOM AND TOP OF FRAME, AND THE REST 012' O.C. MAX. (T)1P FOR CONNECTION BETWEEN SF VERTICAL. AND DOOR JAMB) FRANCISCO HERNANDF7 FL PE 1 51393 Reviefon: R' DRAWING NO. FD -01 SHEET 30F4 D 1/4' TAPCONS WfTH 1 1/2' MIN. EMBEDMENT INTO MASONRY 06' FROM CORNERS MO THE REST 012' O.C. MAX. (TYP FOR DOOR JAMB) DO /16 TEMP. GLASS FOR DOOR • D • v • • • D ' 1/4' TAPCONS WITH 1 1/2' MIN. EMBEDMENT INTO MASONRY 06' FROM CORNERS MO THE REST 012' O.C. MAX. Or FOR JAMBS) 1/4' TEMP. GLASS FOR SF SIDELfTE DETAILS - 3/16' TEMP. GLASS FOR FRENCH SIDELTTE 110 X 1 1/2' S.M.S. 01' FROM BOTTOM AND TOP OF FRAME, NEXT ANCHOR SPACED TO 3' AND THE REST 012' O.C. MAX. 12 110 X 1 1/2' S.M.S. 04' FROM BOTTOM AND TOP OF FRAME, AND THE REST 012' O.C. MAX. Or FOR CONNECTION BETWEEN SF VERTICAL AND DOOR JAMME° 110 X 1 1/2' S.M.S. 04' FROM BOTTOM AND TOP OF FRAME, MID THE REST 012' O.C. MAX. Or FOR CONNECTION BETWEEN SF VERTICAL AND DOOR JAMB) 3/16' TEMP. MUSS FOR DOOR 12 Apprv% cd as complying with the Florida Uuiding Code Date I14 4 r L j 4002 NOAH D e - of VB. of ',lbw)! Dads Pro4ict C D'n talon By 1/4 St1iM MAX. : 2 -7 FRANCISCO HERNANDEZ F1.. PE / 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plow lilaleah, Fiorlda 33012 Ph: (305)354 -9952 Fax :(305)828 -5118 BILL OF MATERIAL No PART QTY PART DESCRIPTION MATERIAL 1 SW -30658 AS REQ'D STOREFRONT HEAD AND JAMB 6063 —T5 2 SW -30656 AS REQ'D STOREFRONT SILL 6063 —T5 3 SW -30657 AS REQ'D STOREFRONT GLASS STOP 6063 —T5 4 SW -43890 AS REQ'D STOREFRONT VERTICAL 6063 —T6 5 SW -40928 AS REQ'D COVER PLATE 6063 —T5 6 SW -37 AS REQ'D FRENCH DOOR JAMB 6063 —T6 7 SW -38 AS REQ'D FRENCH DOOR HEAD 6063 —T6 8 SW -40 AS REQ'D FRENCH DOOR SILL 6063 —T6 9 SW -39 AS REQ'D FD TOP AND BOTTOM RAIL 6063 —T5 10 SW -36 AS REQ'D FRENCH DOOR VERTICAL STILE 6063 —T6 11 SW -47 - AS REQ'D FRENCH DOOR ADAPTER 6063 —T5 12 SW -2688 AS —REQ'D GLAZING GASKET VINYL 13 SW -2390 AS REQ'D GLAZING GASKET VINYL 14 SCREWS AS —REQ'D # 8 X 1" SMS 15 SCREWS AS —REQ'D # 10 X 1" SMS 16 SCREWS AS —REQ'D # 10 X 1 1/2" SMS 17 SCREWS AS —REQ'D # 8 X 1" SMS 18 SW -3332 AS REQ'D FIN PILE WEATHER STRIP POLYPROPYLENE 19 SW —L1 1 LOCK (LATCH) METAL 20 SW —L2 1 LOCK (DEAD BOLT) METAL 21 SW -57 3 PER LEAF 8" HINGE 6063 T5 22 SW —FB 2 PER LEAF FLUSH BOLTS METAL 1.75' O SF HEAD AND JAMB SW -30658 r� o 1 3.50' J FD FLAT FILL COVER SW -40928 0 400" 0 SF SILL SW -30656 1.687' SF SILL STOP SW -30657 .078: r 0 • 5.00' FD HEAD FD SILL SW -38 SW -40 5.00' 0 FD JAMB SW -37 SF VERTICAL SW -43890 N O 4.00' FD TOP & BOTTOM RAIL SW -39 4.375 *0 I FD VERTICAL STILE FD ADAPTER FD HINGE SW -36 SW -47 r „ SW 57 APPr'o+d as coropf)ing with tbt Ftorida Bidding Code Date M4y Z [CO NOM Waal Dade Prod Di∎ {SS09 By \,r �j -21 X02 FRANCISCO HERNANDEZ FL PE 1 51393 Sunshine Windows Manufacturing, Inc. 1743 W. 33rd Place Hialeah, Rorfda 13012 Ph: (305)384 -9952 Fax:(305)828 -5118 NOA: 02- 0108.01 SERIES "2001" OUTSWING FRENCH DOOR WITH SIDELITE5 7 0 I+'D RECEIVED JP1 0 3 2004 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ploce Maleah. florWa 33012 Ph: (305)384 -9952 Fax:(305)828 -5118 EXP. 05 -02 -2007 MIAMI•DAOOE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375.2903 Sunshine Windows Manufacturing, Inc. 1745 W. 33" Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "2001 "Outswing French Door with Sidclitcs APPROVAL DOCUMENT: Drawing No. FD -01, titled "Series 2001 Aluminum French Door ", sheets 1 through 4, prepared, signed and sealed by Francisco Hernandez, P.E., dated 12/10/01, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply %%,ith any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. The submitted documentation was reviewed by Raul Rodriguez NOA No 02- 0108.01 Expiration Date: May 2, 2007 Approval Date: May 2, 2002 Page 1 ‘0 1 4. Lhf Of ..R.iG t E.• % !-ki eos_ Tf/1t] A ARC Cksf AfC.... Alt coixnst4q C CALaa 4 TLD CD CATc i DA34 CL a C na CA Ctt►Ttit LNIS CAC LHCRPAc.br:.T PC • PONT of CIAVA7> fP fort) rm4 FYC PDa odotr of 1K-0444 0a 0 :4r1ic W)4 .. WAIL& HOU pea A.AT boo( N .. 4.6.13LL6 PA_ fret. PuLTY u co& COtkRL Tt LP UTUTY PAS. FD. ralb r,E1111FY TO: Rudotfo T. & Arnpatita L Cabrera Law Offices Of Richard Burns, P.A. Attorneys' Me Insurance Fund, Inc. Dade County Federal Credit Union Its Succeesocs And /Or Aar LEGAL DESCRIPTION: Lot: 5 Block: Subdivision: Kriby's Addition To Mani SFtarna According to the Plat thereof as recorded in Plat Book: 41 Page: 44 Public Records of DADE County, Florida. ADDRESS: 1042 NE 95T1-1 STREET MIAMI SIB, FLORIDA 33138 Encroachments Noted: LXCATI N SetTCIJ 1 WE& A) AN Ckarsnces and/or a+trwdirrarAa tax. - esr Cr ran are d.pperattnature. Fattceownaribp by drat moons. LAO bona** of Atoms not Q.tamirwd. 84 The Onus a wa survey a only for tts ansnwas and soap& w..e dues:. parsons. parts s institutions shown M the cents catIoe. Any usher int1ndad use a# re.ir s art Asa apprws4 Tram the ontiling tunoyat at Fantle C) Casa ratrict+oe.nd lists a.steit ars not reacted tad sn ttds survey. 0) n:. good In!-rtnarke 'Woo hsreatt dos rsrot lo , 44 that the rstsrencod property' or viii not by trail GDS... catkaosTt DLOtIC lTTtucTtRs Ott_ .. OVLRtk1 D miry ult. act .. Pot,' of co4PO Cu"G. roc . PotT of CA}4J Ur;Nr el.DC .. elastic G1 aim CbTANCL as ... Vitm.1%-r SA.:(34,4T ti .... f12.4 ityccu NT t LeCA.1. r44VD .. NATtheAl. ctootTc ttRTCAL on 7134 Pat . P0)1T dZYT.A.5G axVAP.RL w.. aauat. R1N .. SLOT aF WAY c .. �CCTdtI xa.. SRLLUJC.D SP. x1VAiPPC. zsiC . x�GVJALtL t; .... v;LTY EA.904.14T s1rt.T I or I I , DLO v za`t AE _ T l.b t A MOO, LIAL&RD Zak. U NOT a FLOOD tic\ ZA2D ZatL. PAJ .L 140A 83/0 CONATY 6 120052 PAT 0. p 214 07/17/1995 DAB FL : JP 8.00' f14.5U fL ? Z N/A L OWC,..5T N/A At)1 GP.ADG. -- RECEIVED AN n 8 2004 20 s 0 LA, 5. bL I c: (LI) r-i a. 0s` / a r?.�ecc.. `�`e G c C 4 14/(44 ■•6RICE vat 1 4 Woo ff4k4 AWL— a Arlo A 3.50 - Plu)- 9-'9° 1,91 ,4 111/Ge EAICE. 2. 30 yfit, d x, 5r. !1• E • { L1 Y ; C. . #6486 ��VEYo -tv t�- Nv PLa► t u.5 333 PALC.RW AVClt CORAL A A PU9.DA 33134 (3o5) 444 - 7692 DAB. (954) 779 -3288 Z \VQ (3o5) 44 - 6494 FAx DOOR SCI IPD,L_H NO. LOCATION SIZE TYPE MATERIAL FINISH THRESHOLD JAMB REMARKS WIDTH HEIGHT THICK 1 MASTER BEDROOM 6' -0" 6' -8" 1 3/8" FRENCH ALUMINUM /GLASS PAINT x 001 2 FLORIDA ROOM 6' -0" 6' -8" 1 3/8" FRENCH ALUMINUM /GLASS PAINT x 002 3 FLORIDA ROOM 2' -0" 6' -8" 1 3/8" SIDE LITE ALUMINUM /GLASS PAINT 4 5 6 No Scale - 1Th EXISTING AHU EXISTING 1 PROVIDE OPENING TO ACOMODATE NEW FRENCH DOOR PROVIDE OPENING TO ACOMODATE NEW FRENCH DOOR EXISTING FLORIDA ROOM EXISTING ELEV. =0' -0" F.FLOOR EXISTING GROUND FLOOR PLAN SCALE: 1/4" = 1' -0" I-- MASTER pEDROOM EXISTING EGRESS DOOR TO BE R (AOVED F ELEV. =0' -0" EXISTING DINING WIC. u L a EXISTING • F.FLOOR • ELEV. =0' -0" EXISTING MASTER BATE. 0 EXISTING KITCHEN SELF CLOSER DOOR UPON V UNDISTU CO \T OHO LEGEND 0 Are SOIL STATEV R ACTOR S NT O O AHU 2 z 0 z m z EXISTING STRUCTURE EXIST.8" CONC.BLK. 10" 1/8 r�I I CONCRETE DEMOLITIONS NEW CMU WALLS SUAL NSPECTION,IT HAS B ALL NOT PROC MANUFACTURED GUARDRAIL MANUFACTURED HANDRAIL No Scale 4" CONCRETE SLAB W /6X6 10/10 W.W.M. ON 95% WELL COMPACTED FILL ALL DRY DENSITY (DOUBLE WIRE MESH AT PERIMETER 30 ") MOISTURE BARRIER (.006 IN. VISQUEEN) EXP. JOINT EXPANSION JOIST 4.. TYP No Scale BUILDING NOTES: STRUCTURAL STEEL MANSURY -E!D UNTIL Ex S I NEV 4" CONCRETE SLAB PROVIDE 1 # 5 VERT. IN. CONC.EILLED BLK. CELL AT EVERY CORNER AND AT 4' MAX. APART. ( TYP.) CA SEC `* -. SUP EXISTING STAIRS ONY EXTENDED HANDRAIL 12" @ TOP STEP MANUFACTURED GUARDRAIL MANUFACTURED RAILS m SPACED TO REJECT 4" DIA. OBJECT MANUF. BALUSTER 6" DIA. MAXIMUM —0 „ T1 HS T REED SAND AND ROCK V/ T H A Pvi NIMUNA REARING CAPASITY 0= 2.000 P.S.F. GUARDRAIL / HA \DRAIL ASSE 8 "X8" CONC.WALL CAP W/2 .;># 5 CG? :T.(TYP. ANTI—SDP CONC. F NISH SURFACE (TYP.) 0 #5 ©1 2" Y/,/0 2 4" O.C. WE -16 (T) i0 "X16" CONC.FTG. W 2 # 5 CON T: W./ . #4TRANSVERSE REINF.AT.48 "Q?:C :•: NOTE: SOIL TO BE TERMITE TREATED AS PER SECTION 2913.5 — PROVIDE DADE COUNTY APPROVED HURACANE SHUTTERS TO ALL EXTERIOR DOORS AND WINDOWS. SUBMIT DADE COUNTY APPROVAL NUMBER PRIOR INSTALLATIONS. — ALL STUBS AGAINST CONCRETE BLOCK '2 /ALI. SHALL BE SECURED W/4162 NAILS AS PER SECTION 2905.01 (L) S.F.8.C. STRUCTURAL STEEL WORK SHALL COMPLY A'i10 AISC " SPECIEICAT,ONS FOR THE DESIGN.FABRICATIONS AND ERECTIONS OF STRUCTURAL STFI L FOR BUILDINGS" AS IT APPEARS ON THE " MANUAL OF STEEL CONS EIGHT EDITION. n l A I T S E n R AND � Tr n n 1 STRUCTURAL STELL ELL SrJAr� S, B,--�S r-I.,D ELATES �S _���, -;; _ CONFORM TO AST��,,�� A36, E V 36 6. 8.1 HOLLOW CONCRETE MANSORY UIJITS 'HALL BE OF 0U,4'_ITY AT LEAST EOHAi TO THAT REQUIRE BY ASTN.1 000 " STAf..1DART SEEC FOR HOLI_; I ^ LOAD BEARING CONCRETE ALL MORTAR SHALL COMPLY v \' TH THE PROPERTY AND PROPORTION OPECIF CAT OF ASTM C210 , EXCEPT THAT SLAG CEMENTS SHALL NCT BE USED ".10RTA FOR EXTERIOR WALL SHALL BE TYPE °.1. FOR INTERIOR LOAD BE4.Hr'.1G WALL SHALL INTERIORS 2/ALLS ,ABOVE 0040E AND SL,PPCRTIN0 LOADS THE VICRT,AR SHALL PE T <RE r,q,S,OP N. -N DETERM NID T AT THE EXIST NC SO L CONSISTS Or � T THE TIME C �1 CONSTRUCTION, (\ Q I �� "` a I T r- r` i�l � - G r�� tv �� � SHALL I C I � A I T T ���� THE B Q i A THE IIIVIE OE CONSTRU N, AECH INC J=ER SHALL �C I� �E BU� L (C A L-TTER OTATING THAT OBS -RVED ECU \CAT CH 5 SIMILAR — 0 THI= P RESS I P. ^ . P — IF f 0 /0 TH= DES 0 CRIT =RIA \ABLY 0 (0