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Home My WebLink AboutRevision; Proposed Floor Plan5'-2" 3'-1' 23'-5" 20'-9" av © ED I COVERED PATIO 54'-1 7,-7" 6'-4" 7'-6" a ED I RPM, 1'-4 EXISTING SEPTIC TO BE RELOCATED 21'-5" , .• I L I r ----- ------ ----- ----- I i ` --- I i , I 1u o BEDROOM 4 10(1 N KITCHEN"! MASTER BEDROOM DINING OM — :1.. 12'-0" 12'-5" 5'-0" 6'-0" 17'-0" I I 4 I C LTH❑ ' e 2' CL I 2'-0" 2'-8° 10'-5' tV E+O 3" 4" MASTER BATHROOM jf3 ------------------------ --- -------------; -0• I m "' ,d ' ! I I WIC. a M O , GREATROOM i T HT WALL:_ BATH 2 I I d- I I I I , I 1 CAR GARAGE �I 12'-0" 15'-1" il'-0" 2'- O° 11'-0" 4°.. a o - BEDROOM 3 0 BEDROOM 2 6 ED 5--0' 2'-11" 3'-0' -0 COVERED ENTRY ED I ! ' ! \ b - .d ra-11 .a d a0 El ,7 1111=111110 A: .: .7y 6'-4" 6'-4" 5'-3" 3'-1° 10'-8" 3'-l" 4'-7" ! I k-� V-110 9'-6° V-11" PROPOSED FLOOR PLAN SCALE: 1/4' = 1'-0" AREA BREAKDOWN EXISTING SOFT 2,123 SQ. FT. NEW SOFT 2,316 SO. FT. TOTAL ADDING 203 SQ. FT, EA BRE LIVING AREA = GARAGE AREA = 1,776 SQ. FT. 286 SQ. FT. TOTAL 2,062 SQ. FT. ENTRY AREA = COVERED PATIO = 82 SQ. FT. 172 SQ. FT. TOTAL AREA = 2.316 SQ. FT. VENTILATION OF ATTIC SPACE PER 2O7 FBC 232M.3.2 RAID OF NET FREE VDIIRATION TO rflUNG - 1/1S0 ATTIC SPACE TO BE VENTILATED Z316 SM FT. NET AREA OF SUM VENTILATION REQUIRED "Is SF. - 15.4 SC, FT. 150 SIZE AND SPACING OF SCREEN VEILS 7's22• (1.05 SF.) O Ed O.C. MN NUMBER OF REQUIRED SCREEN VENTS 15.4 / 1.06 - 15 SCREEN WDUS HEAR FT OF EAVE (SOFFIT) AVAILME 205'-O ICI. FL NUMBER OF SCREEN VENTS PROWEE 205' / W - 25 SCREEN VENTS SEE "IYP. WAIL SECIOIC ON SAME SET. FOR SEEN VENT LOCATION GENERAL NOTES: 1. ALL OPENINGS SHALL BE PROTECTED 11H APPROVED HURRICANE SHWIERS. WITH THE EXCEPAON OF THE ENTRY DOOR AND THE GARAGE DDORS WHICH SHALL BE DESIGNED TO WITHSTAND HURRICANE IMPACT LOAD (APPLICABLE ONLY IF IMPACT GLASS IS NOT BEING USED) 2 EXTERIOR DOORS 3 FRAMES 70 HAVE 'WEATHER STRIPPING 3. UNLESS OTHERWISE NOTED, ALL STRUCTURAL LUMBER SHALL BE /2 YELLOW PINE, OR S.P.F. 4. WINDOWS INDICATED WITH (E) MUST SEE MANUFACTURED TO CO M TO THE BUILDING CODE NTH RESPECT TO MINIMUM EMERGENCY EGRESS REQUIREMENTS.- SE SPECIFICATON REGARDING MEAN OF EGRESS BELOW. 5 ALL ATTIC OPENNGS SHALL BE FRAMED NTH 1• X 2• WOOD FRAMING 16. PROWDE OUTLET AND SWITCHED LIGHT AT ALL ATTIC ACCESS 7. ALL INTERIM DOOR SOIL BE HOLLOW OX 8 ALL SBNR ENCU SUE MASS TO BE SAFETY MNG 9. ALL WFDOW FRAMES TO BE SET N CAAU( BEDS 10. EXTERIOR DOORS It FRAMES TO RAVE WEATHER STRIPPING 11. ALL LINEN CLOSET SAL HAVE 5 SHE.WS 12 ALL HTBMOR NON BEARING WALL SWILL BE METAL STUDS WITH GAGE a INSTALLATION PROCEDURE AS SPECIFIED BY MANUCFACNRER 11 DIM SOFFITS R O.G. SHALL BE CLAD WTH STUCCO OMER DP. METAL LATH APPLIED PER FBC 2017 CHAPTER 25, SECTION 2508, It GENERAL CONTRACTOR SHALL VERITY ALL MASONRY OPENINGS WTH MANUFACTURER'S UTERAIURE SPECIFICATIONS REGARDING MEANS OF EGRESS THE MODE Or OPERATION OF EGRESS WNDOWS SMALL NOT REQUIRE THE USE OF A LEY, TOO SPECIAL K Nowng OR EFFORT. SUCH CLEAR OPDWNG SHALL BE NOT LESS THAN 20• N WDTH 24' IN HEIGHT, 5.1 50. FT. THE BOTTOM OF THE OPENING SWILL NOT ff MORE THAN 44' OFF TIT FINISED fl-DOR AND NO PART OF THE ORRATNG MEOIAFBSM SHNl BE PLACED HOER THAN 54' ABOVE ERASED FLOOR. BATHROOM WALL DETAIL SCALE: N S SMD O( PER DETAIL TO' TRACK • MN WuuBDAD EAO1 META. FRAME TYPICAL MBA. SRI06 PER WALLS SECTION NLMINI1aL BOTiOI RULER 1RAO( A1TAQ® TE9(,TFD FOR SIBS ANCHORAGE AT JAMB ro COxCAE1E BASE PER ��"��FASIBER SCIEAIIE OF LATERAL Low, PEA FBC 1O0 RMCI( MECHANICALLY FASTENED ASPHALT SHINGLE OVER UNDERLAYMENT PER F.B.C. 2D17 VERIFY SLOPE PRIOR ZONES FOR ROOF COVERINGS WITH SLOPES OVER 2:12 ROOFING TO TRUSS CONSTRUCTION CONTRACTOR SHALL PROVIDE MANUFACTURER'S SPECIFICATIONS FOR 12 INSTALLATION. PERFORMANCE REQUIREMENTS AND APPLICABLE CODE REQUIREMENTS N SECTION 1518 FOR HIGH VELOCITY HURRICANE DIM. SINGLES OVER 15# FELT ON 15/32" COX OR 7/16" OSB (MIN. RATED 16#24)(IF TILE .ROOF IS USED SEE TILE MANUFACTURER FOR RECOMMENED L2X4AT RAL RACIN LATERAL ORAONG HURRICANE ANCHORS SHEATHIN CIE-D"C.c SEE DETAIL ON PAGE A9 R-30 INSULATION roP CIF BOND BEAM /]LING SEE PLANS \' GYPSUM WALL130ARD DIRECTLY ATTACHED TO BOTTOM OF RAFTERS GALV MTL DRIP STRIP " PROVIDE BLOCKING AT ENDS ON PT 1X2 WD BLOCKING ON PAINT GRADE 2X8 MEOW FACIA " 2 COAT STUCCO FINISH - P.T. 1"X2" NAILER OVER WERE LATH ATTACH DIRECTLY TO BOTTOM OF TRUSSES W/3" CONT. SCRE<N VENT 8' REINFORCED C.N.U. W/ 1/2" GYPSUM WALLBOARD ON LADDER TYPE HORIZONTAL P.T. 1X2 FURRING STRIIPS AT JOINT REINFORCEMENT A 24" 0/C W/ FOIL BACKED 16' O/C EXTEND 6• MIN. INTO R-4.2 INSULATION TIE COLUMNS 5/8" STUCCO FINISH. (1) LAYER OF SCRATCF COAT (1) LAYER OF MEDIUM TEXTURE SKIP TROWL TEXTURE. WOOD :BASE s SOLD GROUTED CELL W/(1) a #5 RE -BAR HORIZONTAL g `s 4' THICK CONCRETE SLAB W/ 6X6 WITH MIN. 30" OVERLAP 9 6, 1.41.4 WHIM ON .006 MIL VAPOR m BARRIER ON CLEAN, 95% COMPACTED, w TERMINTE TREATED FILL ELEV.O'-O" M DOUBLED MESH 60" AT PERIMETER) FIN. FL .� .i' __-"_.=s=.==:�___==_ -_•. .ol eu cnocnc ai u_ WALL SECTION SCALE: NTS PRODUCT APPROVAL SUBMITTAL AFFIDAVIT Permit# Building Address: - Contractor �mm�d Ooenina schedule- Swioa Donn, Overhaad Dnnrd- Slidino Dnnre. Fired r:la¢e Windnwe ISWllnha- L or Product Model # Manufacturer Glass Attachment Method Type, Size, Building Design Product Design Miami Dade Description SDacina & Embedment Pressure Pressure TRW W.1 • BEER s ND COED. IY i{IT. ' Noa 17.1212.21 Window 7700 Series Lawson IMPACT 1 4 +LOCO TOONS BBm N70OX FROM CORERS It SP MAX 91/4. OB +55 -55 +67 -67 1/4" Xi" Min. embed tapcon FL 5684 Gara a Door Windcode Coplay Impact 8" O.0 wl I"whashers +55 -55 +54.60 FL 2346-R7 Underla ment Warrior Warrior N/A NIA +55.55 We FRAMEHIEAD -114"ELCO TOPCONS MIN. 114" EMBED INTO CONIC. 6" FROM CORNERS FL 5991 Door Fiber Classic Lawson AME FRAME Impact EMBED INTO CONGPCONS B" FROM CORNERS A SPACE MAX 14" O.C. +55 -55 +67 -67 NOA BLDG. I f TA'C01 I TW WLDOL I-3 MN. PENA7RAIR8 NM- 17-7212.08 GLASS DOOR 900 Series Lawson Impact MOOD 9JCI45 MASONRY OR ME CONCRETE MASOMIN N/A +50 .50 PSF /4• MAX SWIM 112 SDI X 1 1/4' L 1Y aD MOLL +73.73 +73.73 Product Model# Manufacturer Attachment Method Building esign Product Design Type, Size, Spacing, Embedment & Stiffener etc. Pressure Pressure Mullions Noa 18-052 .031 Lawson 5 TAPON V ly MN DEED.MOOD PEEW101. WIN. EDGE INSTANCE 2 311C CONOEIE OR IIOIION MOCK NSTwID PER MNF 94CS NAIAIMUSE a�1YANIID COAAO)IEAIODOSHC NMS• 11 OR 12 Roof FL 10124 Gaf LpM IOUGUSEIA10M 3 lE AROOipIAROIpMOOD/gpP• 3/4 ND �/PPRBLSO wOA: 711E DITf E06ENALS 1 M 1S FROMPW DD AND 1 ABD1E EACH CUT ON Sidin Soffit Stucco Hurdcano Panels Less Gauge of Steel than 6'span nurncane ranels a uauge or steel Roan or more I have reviewed the above components use in this structure. These products provide loads and forces specified by current code or cladding and 1 have approved their adequate resistance to the wind provisions Please customize the size of this form for our i specific structure. It is not intended that you fit Name: Wayne candy the product approval information into the provided signature: spaces. This form is provider as a template. Certification Number: 33134 1 Date: ! revised.0711212016 N yC C C - 0 O CL«. E°� �ooi, 0 C:i, O N O I W (NJ O C 8 U 0' Z Will Z T O o oE s�E,, F 0- cQ r�D EDGED G LLI N « O Z (D 9 N O fin" W 0 so> 0 Z y�N o Q CONO C C7 } Lu z W a oIt o ��- c�3 �.ONw Z' LL 3mE W OZUO O dG W 0 W (,) Lu 15 o 0Z:)Z to J Q U) CP `mcm LL w0 to O r, a �,, W U.pF�.. O,O OD 0Q anm CV (1)W `028,.. z III � � WWL W C) 0 0 nd& s E LUWZ W O ~ W Q J Z m°w1 0 «) n mj F-LWLm W LL�... J C\I o W C) U K'3N LU a>5 Lu Z 0 rO 0- � s ZmuDw it U) am.Y Wcn_°zz sL� W 0E (D <Q Q aom E D W W Q '• W O O] W LU (0 0 zua O O w z W Za Cn zg�l m 0 x �0 Q �oU-I.- F- a ZZ) C.i W Z Q, W CC J�O J C') m W d F co 'Z 33m zUZzi(h(n �2 WW 0 W 0jLU 0-ao 0 °°ar z O O w 000 IIr N I� J GO LL_ 0¢ m O p �� ='S 0 0 U O CPQ C/) z Q U O (% O 0o� C/') M_ N ui LU +� LJ_I O Q Q U) U F— 0 0 Q Cn Cl) LLJ L d �a Q Q (U U Q V s= z I O of v—� O In W O Q o N z 0 lJ / y J C,� m W DO (0 SHEET NO �.J U AI,,,2 u (LOF SHEe�ET m u, 5a e To q3 — 0314a'v f✓x/.�i��f�S1gNAl ii//1IN11115ViAVV 28'-2" EX STING SCALE: 1/4" = 1'-0" SEPTIC tA) PICTURE (B) w 0 Z H 0 0 F 5a F. G w o z w p 0 Q 0 0 Z o}C 0 �ow m0Q 0z0 w O z, LL rwa o T Ov C\i0 cnw/'��° O LL ww� w LLCl 0 co cowm r— LL W J N c ww 0 a zmw Fr F wWZ ww_ zv>� Z 0— co co Q LL w w mp F—Zrw OwZU C7O W � ZDjw 0 Z=CJ wQ C7wzw w2()2 Q LO w � M a � u- Z 5 V cY O w a to so ~ rn 0 LL / w Q w U Z_ Lu 0 5 a co wQ Q z ZZ f- Q w (D( wl z)-c Z 00 :2 0 r�i O W W C- ¢ W - o� m V Q —D Y O T un z U oo Q 0 0 �Nww W� Lj Q cn <C W 4� - - U �a � O LL-zo Ln O ro 1 QCDz' W O' o�W > ° ° a- m W c z SHEET NO C7 C� Ohl W 0 OF__SHEET �ev S REVI ED DATE 06/04/2020 N, O . N i q p OW 6' C E� a C p O C S O Vca �8c ry N, 0 rNE LEa N L alp ry q q q . c0 ,. ca ono a �2m E 1° 1 Bc o co 0 n� ^C ,a 0cC Nc 00�', w�O C V NEc a a, ONO NNNN Ndq CNN: a, n CB hc3 E'a O, N' NK C. LO � C0 28; 5' eE3 N OOY' oma aEm Wry 0 OUR QxxG G. pq OWN_ N L Un goo , ZU�I LO« duo �nG o N'ppL rya, 02. '. /tf3ll1YV1 '.