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WS-10-40_Plans S EXIST. METER 8 I DISCONNECT O i OCITRAIN I EXISTING OME I S I s © STORAGE ) 9 / NO AC WORK ® MI�4II REFER TO NEW WIND I LOAD CALCULATIONS TELEPHONE (305) 285 -6723 I FAX (305) 285 -6722 r 535 SW 8 ST.. SUITE 100 MIAMI, FL. 33130 P = +44.4 PSF EXIST. P= -48.3 PSF I' w/o DESIGN I CONSTRUCTION ADMINISTRATION 36m 36" _ 36" LAUNDRY BUILDING INSPECTIONS I CAD PRODUCTION 36" 0" 1 Q �t- T. * CONSULTANT/ NOTES U //. /� /� /� i/. i/. /� �� EwsT. EXIST, PNL 16 O 2 0 0 c a L() �- c s-_ M _._ 00 f- 0 1t A-= pQ N 1D ° 13 � 1� � � �. 17 d D r- PLANTER CL. PANTRY O e 14 0 A 00 ZONE 4 ' 0 P= +46.5 PSF REMAN TO PORCH P= -50.4 PSF P= +46.5 PSF P= +46.5 PSF P= +46.5 PSF ZONE 4 ZONE 4 ZONE 4 DINING KITCHEN N ZONE 4 REFE TO NEW WIND ZONE 5 EXIST P= -50.4 PSF P = -50.4 PSF P = -50.4 PSF ROOM P= +46.5 PSF L AD CALCULATIONS P = +44.4 PSF REFER TO NEW WIND REFER TO NEW WIND A/C REFER TO NEW WIND C LO MICROWAVE O ABOVE P= -50.4 PSF P= -58.0 PSF LOAD CALCULATIONS LOAD'CALCULATIONS LOAD CALCULATIONS � 2ASS se BEDROOM #3 HOOD REFER TO NEW WIND REFER TO NEW WIND LOAD CALCULATIONS LOAD CALCULATIONS (� APPROVALS /REVISIONS DATE BS � XC. SAND 8 CLEAN WOOD O FLOOR THROUGHOUT 4 WEST ELEVATION WINDOWS & EXTERIOR DOORS ONLY o I BATH o A2.0 114 " =1' - NO AC. u CLOS. t6 Al. xIS WORK M I AHU I BATH CLOSET 49'- 11 " s ExIST. 0 1 LIVING ROOM BEDROOM #1 o iSS �� LIN BEDROOM #2 0 36" 24 " 24" j� 36" a EXISTING ■ • • • � BATH 3 4 t _ o 0 PLANTER n a 1 DOOR BEYOND � � D PORCH REMOVE BLOCK FROM EXIST. OPENING G r� ZONE 4 REPLACE NTH TH NEW WINDOW IN SAME 7. i I P = +46.5 PSF (D O LOCATION 6 ZONE 4 z P= -50.4 PSF EXISTING + CONCRETE COLUMN ON BOTH C P= +44.4 PSF `' °- EXIST SIDES 0FOPEIJING � P = -48.3 PSF A C REFER TO NEW WIND LOAD CALCULATIONS REFER TO NEW'WIND ,, i, W LOAD CALCULATIONS Pm 'O ZONE 4 ZONE 4 ZONE 4 I 40" I STEPS BEYOND NE PSF P= +46.5 PSF P = +46.5 PSF FLOOR ^ ` AN ! W - -- PL - - -- O -�-eS - �SO.4P - J? =.4LSE - - - - - -- ''+L REFER TO NEW WIND REFER TO NEW VVIND REFER TO NEW WIND A2.0 118=1� - O x LOAD CALCULATIONS LOAD CALCULATIONS LOAD CALCULATI 2 EAST ELEVATION WINDOWS & EXTERIOR DOORS ONLY)_ w A2.0 114 " =1' - WINDOW TYPES WINDOW SCHEDULE W -j SIZE WINDOW rrv+ME Stlt ; W vJ W LL NOTE :WINDOWS REQUIRE RE " Q NOTES L.L.. U SHUTTERS UNDER A SEE SCHEDULE EE SCHEDULE co o TYPE a ® (� SEPARATE PERMIT � 3 0 U) W ;y �, 1 FIELD MEASURE D- HORIZONTAL ROLLER AL AL - NOA J07- 1018.05 FIXED �' 2 FIELD MEASURE D- HORIZONTAL ROLLER AL AL - NOA #07 1018.05 ® 0 N �' 3 FIELD MEASURE D- HORIZONTAL 'ROLLER AL AL - NOA X07- 1018.05 ''� C� REMOVE BLOCK FROM EXIST. OPENING, 4 FIELD MEASURE D- HOORIZONTAt 'ROLLER AL AL - NOA X07- 1018.05 REPLACE WITH NEW WINDOW IN SAME N 0 0 0 5 FIELD MEASURE D- HORIZONTAL ROLLER AL AL - NOA #07- 1018.05 r LOCATION j mm= m A B W 6 FIELD MEASURE SINGILE HUNG AL AL - NOA #09- 0316.09 6.6. ALUMINUM ALUMINUM 7 FIELD MEASURE D- HORIZONTAL ROLLER AL AL - 50A #07- 1018.05 W z HORIZONTAL ROLLER SINGLE HUNG $ FIELD MEASURE D- HORIZONTAL ROLLER AL AL NOA #07- 1018.05 I'® N WINDOW „ WINDOW 9 FIELD MEASURE D- HOORIZONTAL ROLLER AL AL - NOA X07- 1018.05 36" -, 3 6 10 FIELD MEASURE SINGLE HUNG AL AL - NOA #09- 0316.09 W ~ SEE SCHEDULE 11 FIELD MEASURE D- HORIZONTAL ROLLER AL AL - NOA X07 1018.05 DOOR BEYOND SEE SCHEDULE I 12 FIELD MEASURE D- HOORIZONTAL ROLLER AL AL - NOA #07-1018.05 x 8 05 ,0 2 R FIELD MEASURE D- HORIZONTAL .ROLLER AL AL - NOA 07 -1 13 ELD 018. i M 0 05 U-) u, O +4 E 5 14 FIELD MEASURE D- HORIZONTAL ROLLER AL AL NOA J07- 1018.05 P= +44.4 PSF EXISTING '� P= -58.0 PSF O J 15 FIELD MEASURE D- HORIZONTAL ROLLER AL AL NOA X07- 101$.05 (,,Yr.n■ S S - a >, I J 0 co 0 REFER TO NEW WIND w 16 FIELD MEASURE D- HORIZONTAL ROLLER AL AL - NOA #07- 1018.05 0 106 O LOAD CALCULATIONS N 17 FIELD MEASURE D- HORIZONTAL ROLLER AL AL NOA #07- 1018.05 E(OtVA S -j J�. w DOS SCHEDULE 36" v' 0 �' SIZE DOOR FRAME - o• m = - =I HARDWARE REQUIRMENTS NOTES HITI , r� v w LIJ s - - I C A z 3 = ZONE 4 ZONE - ZONE ALUMINUM EXTERIOR N 5 ZONE 4 Z 0 E FIRST FLOOR HORIZONTAL ROLLER 5 PLY METAL SOLID 1 n P= +46.5 PSF P- +46.5 PSF P_ +46.5 PSF P_ +46.5 PSF WINDOW 1 FIELD 6 - A STL LOCK SET NOA 08- 1615.05 P= -50.4 PSF P= -62.2 PSF P - -S@.4 PSF P- -62.2 PSF DO CORE DOOR REFER TO NEW VVIND REFER TO NEW WIND REFER TO NEW WIND REFER TO NEW WIND 2 FIELD 6' -8" - A STL - LOCK SET NOA' 0$71 015.05 ! LOAD CALCULATIONS LOAD CALCULATIONS LOAD CALCULATIONS LOAD CALCULATIONS SEE SCHEDULE 3 FIELD 6' -8" - A STL -I LOCK SET NOA 0$ - 015.05 f 4 FIELD 6' -8 "` - B AL - LOCK SET NOA 48- 0312.09 A E FIELD 6 1 -8 - EXISTING Ste 1 NORTH ELEVATION ( WINDOWS & EXTERIOR DOOR& ONLY A2.0 114 " =1' -0" GENERAL WINDOW NOTES: • ALL EXTERIOR WINDOWS TO BE IMPACT RESISTANT. • CONTRACTOR SHALL COORDINATE AND VERIFY SEE SHOP DRAWINGS FOR EXACT SPECIFICATIONS. WITH WINDOW MANUFACTURER'S SHOP DRAWINGS • EGRESS TYPE WINDOWS SHALL BE OPERABLE i FOR REQUIRED MASONRY OPENING FOR PROPER FROM THE INSIDE WITHOUT THE USE OF KEY, INSTALLATION BEFORE CODNCRETE BLOCK WORK . TOOL, OR SPECIAL KNOWLEDGE OR EFFORT, REFER TO NEW WIND V) IS STARTED OR TIE COLUJMNS ARE POURED. LOAD CALCULATIONS OPENING OF AND SHALL PROVIDE A CLEAR OP f G.C. TO VERIFY WITH WINIDOW INSTALLER. WINDOW NOT LESS THAN 20 WIDE, AND E 24" HIGH, SIZES ON DRAWINGS ARE; NOMINAL DIMENSIONS. °' AND 5.7 FEET IN AREA. THE ZONE 4 I P= +44.4 PSF B • INSTALLATION OF WINDOW ASSEMBLIES SHALL BE THE OPENING SHALL NOT BE MORE THAN 44" � P = -48.3 PSF IN STRICT ACCORDANCE VNITH THE DESIGNATED ABOVE THE FINISH FLOOR, AND NO PART OF 75" 11 40" 1010 75" EXTERIOR AND APPROVED METHOD IINDICATED IN THE SHOP THE MECHANISM SHALL BE PLACED HIGHER IMPACT RESISTANT DRAWINGS AND THE N.O.pA. SUBMITTALS AS -1HAN 54" ABOVE THE FINISHED FLOOR. SWINGING APPROVED PRODUCT CON'ITROL PER THE F.B.C. • "" PROVIDE OPAQUE GLASS AT BATHROOM AS NOTE ALL WINDOWS 00 �i �i 0 0 FRENCH DOOR • ALL FIXED GLASS PANELSy SHALL BE 3/16" OR PIER ,F.B.C. FOR WINDOW AND SHOWER ARE PGT WHITE • THICKER AS REQ. TO MEEET WIND LOADS AND ? ENCLOSURE OR FOLLOW OWNERS REQUEST ° M rk A Coltrain AR 00133B0 ,_ 1 i • i 4 IMPACT REQUIREMENTS. ALL GLASS USED INSIDE FINISH IMPACT Richard K. Jones, AEA AR 0015755 64 • WINDOW SILLS ARE TO BE SELECTED BY CD 1 Z OF DWELLING TO BE TEMIPERED, TO COMPLY WITH 0 00 � � THE F.B.C. OWNER (MARBLE OR STONE TYPICAL) U,N.O. RESISTANT SHEET TITLE: O Z ELEVATIONS ` EXISTING ZONE 5 ZONE 4 ZONE 5 ZONE 4 P = +44.4 PSF P = +43.1 PSF P = +43.1 PSF P= +45.2 PSF P = -58.0 PSF P = -47.1 PSF 1 1 1 1 P= -55.6 PSF P = -49.2 PSF REFER TO NEW VA ND REFER TO NEW WIND REFER TO NEW VVIND REFER TO NEW WIND Job No. Drawing No. LOAD CALCULATIONS LOAD CALCULATIONS LOAD CALCULATION - - - - - - LOAD CALCULATIONS 200913 Drawn By: 3 SOUTH ELEVATION WINDOWS & EXTERIOR DOORS, ONLY KR Date Platted: A 2 ,0 A2.0 1 " = -0" 09 -04 -2009 Scale: (VARIES - SEE DRAWING) CIT V C. opy a r AR 12 2010 gY. �a tE o HT :1 1 M ami Sho Villa APPROVED BY DATE ZONING DEPT _ BLD DE PT r (� SUBJECT i 0 CCMFI.IANCE WITH ALL FEDERAL STATE AND CC UN iY HULES AND REGULATIONS j