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36657 Garden Wall Way
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36657 Garden Wall Way
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Last modified
3/4/2025 1:10:32 PM
Creation date
2/18/2025 3:12:55 PM
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Building Plans
Street #
36657
Location
Garden Wall Way
Contractor
Lennar
Building Plans - Permit #
Unknown
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:z N <br />Co Co <br />2 LBS. EPS <br />FOAM <br />1 1/2" <br />BRACKET DETAIL <br />5 <br />1 C <br />—1- <br />=N <br />2 LBS. EPS q <br />FOAM <br />04 <br />6 BRA C� DETAIL <br />2 LBS. EPS <br />FOAM <br />'v l <br />0 <br />CV <br />0.4" 4" 4" 4" <br />of 0101 <br />1, 1'-4" <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINUM WRAP <br />ALUMINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />8 ; I I , L-1„ <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />12 5 MANUFACTURED <br />� <br />ROOFTRUSS <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINUM WRAP <br />1'-0" ALUMINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />9 �FFIT D� ETAI IL <br />3/4 — 1 -0 <br />2�c 7"XV THICK SMOOTH <br />"I "I STUCCO BAND <br />4"X1" THICK SMOOTH 411 <br />STUCCO BAND <br />a� <br />n� <br />12" X 1 1/4" THICK SMOOTH <br />STUCCO BAND <br />M <br />1 8„ <br />3 1/2" SMOOTH STUCCO <br />FINISH <br />PERMA WRAP COLUMN <br />OR EQUAL <br />1. <br />4" SMOOTH STUCCO <br />FINISH <br />a <br />-8" SMOOTH STUCCO <br />OVER CMU <br />14 " <br />2' 2" <br />O 5/8" SMOOTH STUCCO <br />OVER CMU <br />ELEV AT 0'-0" <br />FIRST FLOOR FF <br />5/8" STUCCO OVER <br />CMU <br />4" STUCCO BAND <br />GARAGE <br />DOOR <br />4" V-0" 2"X2" THICK PAINTED <br />RAISED TRIM BAND <br />N <br />6"X1" THICK PAINTED <br />zo RAISED TRIM BAND <br />5/8" STUCCO OVER <br />c� CMU <br />iN <br />Co <br />ELEV AT 0'-0" <br />FIRST FLOOR FF <br />ASSUM D <br />" THICK <br />ITED RAISED <br />7 BAND <br />A5 <br />A5 0' <br />- <br />I I <br />i <br />I I <br />I <br />DRIP "V" SCREED, I z_ (- <br />BAND TTOM OF I I z LD <br />I N = <br />5 I <br />A5 <br />1'-4" 5'-6" o MID -WALL WEEP <br />SCREED, TYP. <br />7/8" STUCCO <br />OVER <br />FRAME <br />A/C UNIT <br />AND PAD <br />_ NI _ <br />C <br />FRONT ELEVATION A <br />1 /4if = 1'-011 <br />SHINC <br />ROOF <br />REAR ELEVATION A <br />1 /V11 — 1'-011 <br />SHING <br />ROOF <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />_ ELEV AT 8'-8" <br />-MID-WALL T.O.M. <br />WEEP <br />SCREED <br />TYP. <br />-5/8" STUCCO <br />ON CMU <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />4' OFF RIDGE VENT <br />SHINGLE <br />ROOF 7 <br />A5 <br />12 <br />15 <br />10 <br />A <br />■■■■ ■■■■ MEMO <br />• <br />12 <br />15 <br />ITI fim$ELEV AT 18'-0" <br />T.O.P. <br />CASING <br />BEAD W/C.J.ih .J. Z J =C.J. ELEV AT 10'-0" <br />PAINTED WEEPS 12 7/8 STUCCO r` 2 O <br />DED TRIM OLVAESHING 4� OVER o = 2ND FLOOR FF <br />FRAME <br />_7 <br />— - _ - _ _ - - - - - N - - - 12 ELEV AT 8'-8" <br />1 <br />T.O.M. <br />MID -WALL f�-5/8" 2'_0" C UNIT <br />WEEP AND PAD <br />SCREED oo STUCCO io <br />TYP m ON CMU <br />_ _ _ ELEV AT 0'-0" _ _ _ _ _ _ _ _ <br />1ST FLOOR FF <br />RIGHT ELEVATION A <br />2'-0' <br />1 /8" = 1'-0" <br />LEFT ELEVATION A <br />1 /V11 — 1'-011 <br />FLASHING <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />SHINGLE <br />ROOF <br />I <br />I <br />I <br />I I <br />I 11 <br />I I A5 <br />- _ - ELEV AT 0'-0" <br />1 ST FLOOR FF <br />- - ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 104" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />FLASHING NOTES: <br />DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE <br />INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH <br />EDITION), SECTION R703.4. AND R903.2 APPROVED <br />CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT <br />ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, <br />INTERSECTIONS, AND PENETRATIONS AND IN THE <br />EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO <br />PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR <br />PENETRATION OF WATER TO THE BUILDING STRUCTURAL <br />FRAMING COMPONENTS. THE FLASHING SHALL EXTEND <br />TO THE SURFACE OF THE EXTERIOR WALL FINISH AND <br />SHALL BE INSTALLED TO PREVENT WATER FROM <br />REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED <br />CORROSION -RESISTANT FLASHING SHALL BE INSTALLED <br />AT ALL OF THE FOLLOWING LOCATIONS: <br />1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR <br />OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, <br />EXCEPT THAT SELF -FLASHING WINDOWS HAVING A <br />CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 <br />MM) OVER THE SHEATHING MATERIAL AROUND THE <br />PE (METER OF THE OPENINGINCLUDING CORNERSDO <br />NOT REQUIRE ADDITIONAL FLASHING; , JAMB FLASHIN, G <br />MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED <br />BY THE BUILDING OFFICIAL. <br />2. AT THE INTERSECTION OF CHIMNEYS OR OTHER <br />MASONRY CONSTRUCTION WITH FRAME OR STUCCO <br />WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER <br />STUCCO COPINGS. <br />3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR <br />METAL COPINGS AND SILLS. <br />4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD <br />TRIM. <br />5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS <br />ATTACH TO A WALL OR FLOOR ASSEMBLY OF <br />WOOD -FRAME CONSTRUCTION. <br />6. AT WALL AND ROOF INTERSECTIONS. <br />7. AT BUILT-IN GUTTERS. <br />8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR <br />DIRECTION. <br />9. AT ROOF CRICKET OR SADDLE. <br />10. AROUND ROOF OPENINGS. <br />GENERAL FLASHING NOTES: <br />INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH <br />EDITION (2020), SECTION R703.4 AND IN ACCORDANCE <br />WITH STANDARD APPLICATIONS ILLUSTRATED IN THE <br />ARCHITECTURAL SHEET METAL MANUAL (LATEST <br />EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR <br />CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, <br />INC. <br />WINDOW NOTE: <br />ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF <br />0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING <br />THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) <br />EGRESS NOTE: <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT <br />COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS <br />TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST <br />HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH <br />FLOOR LINE OF THAT PARTICULAR ROOM <br />SHINGLE / UNDERLAYMENT NOTE: <br />ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE <br />R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL <br />SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION <br />905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL <br />GENERAL FINISH NOTES: <br />APPLICATION OF STUCCO (EXTERIOR PLASTER) <br />MUST BE IN ACCORDANCE WITH FBC R703.7, <br />ASTM C926 AND C1063 <br />ALL LATH AND LATH ATTACHMENTS TO BE OUT OF <br />CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 <br />FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) <br />Y 24 <br />16'-4" 6'-0" 9'-8" <br />Edit;G <br />o <br />w <br />a <br />0 1'-0" U) <br />GENERAL NOTES: <br />_ <br />o <br />— — — — — — N — <br />* G.C. VERIFY ROOF PITCH <br />ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) <br />IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF <br />a <br />SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. <br />O� <br />cn 6 <br />ROOF CRITERIA <br />- 12" OVERHANG U.N.O. <br />4' OFF RIDGE <br />- PLUMB CUT FASCIA <br />VENT <br />- ROOF PITCH PER ELEVATION <br />C� <br />- WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) <br />- SHINGLE LOADING <br />ROOF VENT CALCULATIONS: <br />NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT <br />LU Lu <br />LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE <br />0 0 <br />INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR <br />EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 <br />S Ow pw SLOPE <br />5:12 <br />FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ <br />> 5:12 <br />NET SQ. INCH REQUIREMENT <br />ATTIC AREA = 1697 SQ FT <br />VENTILATION REQUIRED = 815 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 407 SQ IN <br />VENTILATION PROVIDED AT SOFFIT =1218 SQ IN <br />ATTIC VENTILATION <br />ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA <br />BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. <br />W <br />THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE <br />Lu <br />O <br />AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE <br />REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE <br />_j <br />THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE <br />UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER <br />VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE <br />W <br />VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, <br />a <br />l <br />WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY <br />O <br />EAVE OR CORNICE VENTS. <br />�II►�_' W <br />CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. <br />LoSLOPE p <br />J <br />t2 <br />(VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) <br />' RIDGE VENTS 18 SQ. IN. OF NET FREE AREA / LINEAR FT. <br />5:12 _ cn <br />* OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT <br />* <br />SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. <br />— <br />IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE <br />PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER <br />SLOPE <br />APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION <br />5:12 <br />"' LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE <br />SQ. IN. OF NET FREE AREA / FT. FOR TILE <br />A <br />PFJ�N36 <br />NOTE: <br />'-O" <br />EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE <br />DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL <br />PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT <br />N <br />N <br />O <br />N <br />i <br />N <br />• <br />v <br />coo <br />! r <br />x <br />Z <br />Lu <br />w <br />z <br />Q <br />to-E <br />i/��J' <br />i co O <br />N <br />N <br />V -Q m M <br />C: <br />` = M <br />0 2S <br />o 0 <br />�• O g Q <br />Z U <br />'V) <br />�� a < <br />V W a: <br />E <br />L Q co <br />a 'a <br />wH¢ <br />w <br />�W W J W 2 O0 O <br />�.O�of <br />cn, <br />zo <br />L <br />Q <br />UdzE,0zm0J <br />U0Z <br />0 <br />RooM-p <br />I- <br />C, <br />w wOzOw w¢�OZn a <nww z_jW< <br />LIU <br />Q <br />LL <br />-L <br />uj ~ z <br />OOQ oQ¢�¢ <br />C2 O= <br />U- <br />t <br />0 <br />Z <br />W <br />O1.- <br />�U)o <br />0�(MO <br />Q Lo <br />2 u) <br />W <br />1-- W I- co <br />W 0- 0�0 <br />Z U <br />z <br />W <br />W <br />J O <br />O <br />It <br />00 <br />I <br />I <br />I <br />I <br />I <br />! <br />I <br />I <br />I <br />O <br />O <br />O <br />N <br />N <br />NNNQ <br />N <br />N <br />r- <br />, <br />M <br />0 <br />0 <br />0 <br />0 <br />O <br />� <br />N <br />o <br />N <br />o <br />! <br />I <br />' <br />z <br />O <br />'^ <br />V/ <br />W <br />> <br />o <br />a- <br />0 <br />N <br />0 <br />0 <br />0 <br />co <br />W <br />vJ <br />Qz <br />CDw <br />- <br />O <br />W <br />000 <br />UU �5 <br />Lo <br />-0 <br />O <br />-0 <br />Q <br />Z <br />I•-- <br />a -a <br />a <br />Ltd <br />= <br />w = <br />(7 <br />m w <br />[V <br />O <br />Zo= <br />a- <br />mgm <br />OU <br />� <br />Q <br />z <br />gWLL <br />az`L <br />U)z <br />J <br />pC� <br />_o <br />W <br />z <br />Z <br />Z <br />w <br />W <br />J <br />� <br />co <br />N <br />LAST PLOT DATE <br />O <br />• <br />April 25, 2022 <br />Z <br />O <br />EXTERIOR <br />J <br />ELEVATIONS & ROOF <br />PLAN A <br />
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