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36639 Garden Wall Way
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36639 Garden Wall Way
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Last modified
2/24/2025 11:50:37 AM
Creation date
2/18/2025 3:12:31 PM
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Building Plans
Street #
36639
Location
Garden Wall Way
Contractor
Lennar
Building Plans - Permit #
Unknown
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0 <br />w <br />977 <br />0 <br />co <br />Ln <br />S3 <br />8'-9 3/4" <br />SH25 <br />HD AT T-4" <br />EGRESS <br />OWNER'S SUITE <br />13'-0" X 15'-11 " <br />8'-8" CLG <br />GG <br />30'-0" <br />13'-3 1 /4" <br />E <br />00 <br />1/2" r- <br />5068 SGD <br />co <br />M <br />0 <br />BRG <br />WALL <br />T-11" <br />LIVING ROOM <br />BRG 15'-2" X 16-3" <br />WALL 8'-8" CLG <br />0 <br />, <br />tV <br />♦il611 <br />PROVIDE 1/2" PLYWOOD <br />11E <br />1 <br />, <br />DRAFT STOP IN FLOOR <br />;:; <br />;TRUSS <br />SYSTEM FOR <br />MAX. AREA OF 1000 S.F. <br />DRAINOI� <br />1�y <br />1 <br />CAFE <br />•PLUMB<o <br />i <br />.;, <br />, <br />________ <br />,_STACK <br />WALL <br />' <br />1is■ <br />'IN <br />on <br />DRYER <br />0 <br />VENT <br />HANSEN <br />♦� <br />• <br />r <br />, <br />ImWDRATH <br />6" WALL <br />.1 •• <br />• <br />• <br />�� <br />` <br />� 1,°:a:+7LSSY::.S::..a:::4:::t::::::::::::a <br />: <br />1:= <br />��liw•..,u,..°,.,°u„•uu.".u..u...u.,..u.u,....:ddS..::at::A^;..at.�.5::4..51 <br />�:/ <br />• <br />_HTT4 <br />AT, <br />1 <br />TWO CAR GARAGE <br />19'-3" X 20'-0" <br />4" INSULATED <br />BRG. WALL <br />a <br />e <br />1W <br />LINE OF GARAGE <br />IUPEN-POSTIOtT IN--------- <br />I Ir <br />TIE BM <br />AT 10'4 \ <br />I I <br />16070 <br />HB <br />AT �' ,I•• <br />SLOPED <br />•WALL;���• <br />11 5.7` <br />i <br />ENTRY <br />2'4" 16-0" 2'-3" 8'-6" <br />20'-6" V-6" <br />30'-0" <br />FIRST FLOOR PLAN- ELEVATION A <br />1 /411 = 1 1-011 <br />v <br />CM <br />7 5/8" ~ <br />rn <br />N <br />0 <br />7 5/8" 00 <br />LO <br />to <br />N <br />3' <br />NOTE: <br />SEE SHEET S-11, S-12 <br />'2382' FOR LINTEL <br />CALLOUTS & DETAILS <br />60 <br />m00 <br />w <br />P Q <br />TIE BM <br />AT 10'-0" <br />mGo <br />w <br />HQ <br />NOTE: <br />PROVIDE I <br />NSULATO <br />WALLS AE <br />O ATTIC <br />NOTE: <br />PROVIDE R <br />INSULATIO <br />EXTERIOR <br />INCLUDING <br />RIM JOIST <br />FLOOR AS: <br />NOTE: <br />1. SEE SHEET S-11, S/12 '2382' FOR <br />LINTEL CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS <br />ARE (2) 2XVS UNLESS NOTED <br />OTHERWISE <br />SECOND FLOOR PLAN- ELEVATION A <br />1 /411 = 11-011 <br />GENERAL NOTES: <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL <br />FIN AWAY FROM WINDOW FRAME. <br />VERIFY ALL WINDOW AND DOOR ROUGH OPENING <br />SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. <br />INSTALL RND DRYWALL BEADS AT HORIZ & VERT <br />CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS <br />NOTED. <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & <br />REC CLG DETAILS; REC CLG SURFACES SHALL HAVE <br />SMOOTH FINISH. <br />LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND <br />THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER <br />CODE. <br />ALL ANGLED WALLS TO BE 45' UNLESS NOTED <br />OTHERWISE <br />THE GARAGE IS TO BE SEPARATED FROM ADJACENT <br />LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD <br />AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" <br />THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) <br />APPLIED TO THE GARAGE SIDE. <br />TOWEL BAR - (T.B.) = 56" A.F.F. <br />TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK <br />TOILET PAPER DISP. - (T.P.) = 20" A.F.F. <br />ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. <br />ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. <br />CORNER SHELF = 56" A.F.F. <br />MEDICINE CABINET - (M.C.) = 75" TO TOP OF <br />CABINET A. F. F. <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP <br />R4.1 HIGH PERM, 1/2" GYP <br />8" CMU <br />NON -BEARING 2X STUD W/ 1/2" GYP. <br />BEARING WALL 2X 16" O.C. <br />W/ 1/2" GYP, <br />❑ = FILLED CELL W/(1) #5 VERTICAL <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />A = FILLED CELL W/(2) #5 VERTICAL <br />O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />STAIR DATA <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />A <br />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <br />SQUARE FOOTAGE: UNIT'2382 A' <br />FIRST FLOOR LIVING = 1269 SQ. FT. <br />SECOND FLOOR LIVING = 1120 SQ. FT. <br />TOTAL LIVING SQ FT = 2389 SQ. FT. <br />ENTRY = 51 SQ. FT. <br />GARAGE = 414 SQ. FT. <br />TOTAL SQ FT = 2854 SQ. FT. <br />INSULATION REQ: <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2X4 <br />R-11 / R-13 KRAFT FACED <br />EXT FRAME 2X6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />R-11 / R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />ws 'L y 2011 <br />vlPTtrAPEVItW A `irk �:��^I '.. fV• �� �:J', r'd <br />?VI <br />pVirtualReview comUlE� -,� y r 3c, <br />pla liance With to 30� <br />for comp Debra Anne Klahr �'XZ <br />Edition by <br />ALLOWABLE WIND SPEED DESIGN PRESSURE <br />(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, <br />Exposure C, Height=30 ft, Importance Factor=1.0, End <br />Zone= 4 ft) <br />As per Florida Building Code 7th edition (2020), <br />Residential Table R301.2 (4) end Speed Conversions) <br />and ASCE 7-10 Methods <br />WALL <br />TRIBUTARY <br />AREA (ft)2 <br />INTERIOR <br />END <br />10 <br />39.4 <br />-42.1 <br />39.4 <br />-51.8 <br />20 <br />37.6 <br />-40.5 <br />37.6 <br />-48.6 <br />50 <br />35.2 <br />-37.3 <br />35.2 <br />-43.7 <br />100 <br />33.4 <br />-35.6 <br />33.4 <br />-40.5 <br />GARAGE OR <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />o <br />4 <br />04 <br />CID <br />N <br />Q <br />g <br />ar: <br />li-h <br />00 <br />°y1' <br />f_s a tea, <br />0 <br />w <br />0 <br />z <br />Q <br />N <br />N LO E <br />V �? o <br />N d <br />(� Cq <br />N 7 <br />Ln <br />Cn <br />U cO C) co d 01 <br />C <br />[ <br />� O 9 <br />+' U- o <br />U < <br />'N <br />W <br />p <br />U LU CQCN c <br />i � <br />` O0 C <br />I_c <br />W <br />wLtl <br />LLi w <br />� wJ w z <br />w�jg <br />(D <br />Q H <br />_ Jw0�it(nLLUO0�O <br />a OWw�woZo200adZ z�6 <br />Lu <br />C1 <br />LL Z <br />�O4Q <br />a4Q>ZYCIZZLLOOa0 a-. <br />�ow R W 6�Q�Q <br />2F-FF- <br />O� o 0 CIM <br />LL <br />O <br />Z W <br />0 <br />O <br />F M <br />Q U M � <br />W � <br />F-wCLM <br />ZGO <br />V <br />Z3: <br />LU <br />J� <br />w <br />N <br />N <br />O <br />N <br />ti <br />N <br />O <br />O <br />00 <br />O <br />Cfl <br />00 <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />N <br />N <br />Oooaoo0 <br />N <br />O <br />� <br />Lh <br />00 <br />A, <br />6 <br />N <br />� <br />0 <br />0 <br />0 <br />.- <br />o <br />0 <br />f` <br />�> <br />o <br />cS <br />o <br />0 <br />0 <br />0 <br />0 <br />e— <br />N <br />M <br />IT <br />In <br />co <br />ti <br />1 <br />00 <br />♦�/� <br />(n <br />Z <br />o <br />O <br />owv) <br />O <br />U0�< <br />OWI—Q <br />—0VJ <br />Z <br />w I^ <br />0 <br />Q <br />N <br />/�nmoZ <br />V <br />Z J <br />00 <br />�Mz <br />0 <br />M <br />aZZw <br />of <br />(V <br />w N <br />Og2z <br />r— <br />Q <br />Viz <br />) <br />0 <br />. <br />Z <br />Z <br />�a <br />U <br />U <br />a <br />o <br />� <br />00 <br />z <br />Z <br />Lu <br />" <br />W <br />(V <br />LAST PLOT DATE <br />Apr. 26, 22 <br />Z <br />0 <br />1 ST & 2ND FLOOR <br />J <br />PLAN A <br />
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