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00-0480-004 25'-4" 4" 8'_3" 8'-8" 8'-0" 4' 2 I � _ 16 8..X,2.. POURED PORCH F_ v CONCRETE COLI,MN CON ROOFING NOTE:STRUC" EL -0'-6" TYR, OF 4 #30 w/ 'INCAP N'A'LS 6" c/o 9 LAPS & 12" c/e Field 25 yr 3 Tab Aspnolt Shirg es w/ 6 ro;;s/shlrng;e BROOM F NSH _ TRUSS (�NFGU4ATION (1) ® eo, corner & (2) CAD ea tab separation-typ. m CONCRETE SLAB _ BY TRU SS MANUFACTLPER, MFR, T USS SroP DWG.S 3'-2" 3' a' THE BL I BMIT AR FOR BOT� T TO BE 2 5 3 r p'g -� AND PRI$ ,EDIT A a 3'-z" a" s'-'" 3'-2" � 12'-a" � z" P RTMENT'S A OVAL rres'r orory op'g. r^csorory op g roasonory op g. mcsorcr o ARCHITECT'S Fr PROVAL 12 5/8" CDX ROOF SHEATH NG-TYP, 00 �I4 8d COMMON NA _S Q 6" 0/C SEE SECTI N LEET FOR GEN PAL �. AT AL'_ EDGES 4' O/0-TYP NOTES j4 EGRESS EGRESS "'12 CDX P-\1 1Y1 W Sd \ EMCO TAPL16 w/ COMMON NAIL 4" 0.C. EMCO TAPL16 -v/ TRUSS CONFI TION 7 16d IN STRAP & TO VERT, -RU$S ME BERS 3 1/2° 11'-4 2" 4' 2' 1" 3 1 2'" BY TRUSS MANUFA R. ( ) (5) 16d IN S-_A_ & � / / 11'-4 1/2" � G (4) 10d !N SEAT TRUSS MFR. T ;PROM IDE VE (4) 10d !N SEA- \ 0 MFR TRUSS SHOP IDWG.S DADE COUNTY PRODUCT CONTROL NO. 95-08'a.11 KAEMBFRS Ca24 /ClALO I TO BE SUBMITTED FOR BOTH PLYWD EDGES - � THE BLDG. DEPARTMENT'S APPROVAL FASCIA ASSEMBLY; _ AND PRO.ECT ARCHITECT'S APPROVAL 1X2 & 2X6 Ln NOTE: All BEDROOM WINDOWS o° R-30 BATT INSULAT ON N `o MEET MEANS OF EGRESS PEO, 8 M #2a \ N TOP OF T B.: 8 -2 Ar F� LIVING �� ° N CEILING-TYP �- E _ CONSTRUCTION EL 0'-0" FIRE STOP: ;' • • i 1 • • �1 FOR FN H FLOOR ELEV, SEE A-1 SEE S A-2 E X4 CON'.-TYP, SOFFIT: X2 PT WD STRIPPING ("6" C C FOR T WALL �� PAPER-BACKED MTL. / I SE GN '/2" GWB ON 1X3 STRIPPING 2'-0 LATH w/ STUCCO FIN. w/ PAPER-BACKED T!_, LATH 2'-0" / - • • • • w/ STUCCO FIN, M 0 916" 0 C TYPICAL TYPICAL CEILINGS TO BE 'POP CCRN' - I Bra. 1 oa BR. 2 F N SHED oFFIT VENT:. 4"x22" _ AI_. SCREEN VENT 4B-': 8X12 CC' C M C� 48" o/c-TYPICAL I B WALL INSULATION: \ O - - _ R-4,2 R GID BD,TYP, PROV'DE (1) DTC STRAP @ 48" c/c 2 #5 TOP & 2 #5 BOA 0M �, 07 R-5 WA-L ASSEMBLY X12 T1E BEAM w12 #5 TOP, TO VERT TRUSS MEMBERS 6 -A � RR PB 4"�c 2 a BOTTOM & 4 3 @ 12" EE, T 00 C TO'a BARD ENDS #T # (4) 10d @SEAT & (9) 10d �S RAP BAL. @ 48"c/c. ALSO 2 #5 DADE COuNTY PRODUCT APPROVAL p 94-0328,02 ADA ACCESS CORNER BARS w/ 30" LEGS SP_ CE REO'L -SPLICE p _ p4 06 I 1/2" GW8 ON 1X2 PT FURRING EA, CORNER & 'NTERSECTiGNS. TO? BARS Q M DSPAN & OS _ BOT-OM BARS SUPPORTS _INE OF N - - O 6' 0/C TYP CA_ - e�h� 31/2` 2'-4" 3+/2' 4'-1" MIN. 24" LAP SPLICE CEILING I ABOVE �� Rer i 22,x36" HAND APP�I ED S_ ACC] FINISH i at BATH 1 LIGHT TExTUPE/PAINT FINISH 12,. 6, 1,. 112" 7' 0" Loccess­-J 3 172' 5'-3„ 5 112" 7T 1Z I � #5 IN GRCU- ED CE_<'TCHEN >` 8"X8" POURED CON- COL o o w/ HOQK T_B , w/ 4#5 V RT. $ #3 STRRUPS o U ` w / O O I! SEE S-1 FOR _OC S �8" (4'Q SPLCES} o o I E C_N' CF E ABOVE 3 w / III a n 2' 6.. LAUNDRY o M INIING BR. i � F U I dryer ', I _CRESS 1 30 I LJ 4 23i 8" CmU W :adder-t e 32 4 yP � #2 hart. ;t. ieinforcing 3' 3 3'-2" 4'-0" nasonor2"op '� 6 3 rocson-4 c -0 2-4 / gyp; _ F J 3' 8'-0'" 3'-2" 3'-3'• 16" o c- cal 5�E 5_CTION © LEFT FOR GENERAL asorary op 9 Y 9 Y ? :and. unit NOTES 48X132 CONIC SLAB - viny1 flocr tie f*ris'n w/ BROOM FINISH A 42'-4' 48 BAR DIA LAP SPLICE A2 � Di A.BAR D.A. _AP SPL CE H 4" C'ONC. S'-AB w/ I � x x x x slope grade away x-x x x �� 6X6X1 4X1 4WW7 8' TE Za n 0 from structure TI �p w BROOM FN'�SH ON NUOUS �� _. , C J i r rr a - �p ter m' vap� a� r� r 6 ml� v^ or Darr x x x x x x x SCALE: 1/4" 1'-0" �. w/ � .D > well-compacted base well compacted base r o SEE NOTES S SEE COMPACTION NOTES S1 12'x'6" continuous concrete � 12"x16'" ec�t'ruous concrete oo;�ng w/ 2#5 cont & #4 oot'ng w/ 2#5 Cont & #4 z # Dimensions TyGe Nctes Z"11 . wlr1d pressures far Boars & Windows ASCE 7-88 ` trars�. maa° a.c-typ-4 37X-4 3 SH WHITE AL mph + - 1G5 h=15' K=,0.8 - trorsv ®48" o,a-t 3'-0"X3'O"X1'-0" COIN''C. r- 37 6 1 /30 SH WHITE AL MEETS EGRESS REfDUIREMENTS Q_ /3r, FTG w/ 3 #5 E,W TOP & �X 0.00256x08x(110x, o5), q=2732 <6 0 CU GLA BOTTOM*ALL WINDOWS TO RECEIVE HURRICANE SHUTTERS A<<,° <1U sf: +GCS,/s=+1.4 p=1.6.x27.32=+45.08psf p=1.75x27.32=-47.81psf NOTE/CHAP-ER 36 COMPLIANCE -GC =-2.0 25x27.32=-61.47 s ALL NEW EXTERIOR DOORS AND WINDOWS SHALL MEET THE MINIMUM REQUIREMENTS OF THE ° ° r SOUTH FLORIDA BUILDING CODE-LA-EST EDITION 1994/ADDENDUM #5-CHAPET 36/SECURITY, ht�m <15 S(' ECiCca7s=+1.35 p=1.6X27.32=+43.71PSf �( �V V S5CJ'(Dn � INCLUDING Bur NQT LIYTED -o HE -OLLCYYN'G ITEMS g -GCS, =-1,45 p= .70x27.32=-46.44psf SECTION SINGLE SWINGING DOORS)(SH(ALL A'V�aA1LOCK)'TOcBE KEY-OPERATED FROM -CCca/5-1 90 P=2 15x27 32=-58'74pSf SCALE' 3/4' 1'-0 SCA__: 3/4 -C THE EXTERIOR IMTH A M N MUM OF 6,000 POSS BLE KEY CHANGES OR LOCK NG OR LOCKING AUXILIARY SINGLE DEAD BOLT NTH HARDENED ST�E�_ BOLT INSERTS, A�,,� <2G Sf; +G ba/5=+1-3? P=1,57X2 17,32=-�-42.Bapsf ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPA9LE OF RESISTING A FORCE OF 300 LB -OC =-1.42 p=1,6X27.32=-45.62psf i APPLIED IN ANY MOVABLE D REC-ION AND N ACCORDANCE WI-H THT RrSIS`ANCE STANDARDS ca SET FOR-H IN THE SFBC -GCS, 5=-1 85 p=2 10x27.32=-57.37psf � ���1��7��� See General Notes be (-,,N Sc'nedu e 'or w'^Bows anL doors HINGES ON EXTERIOR OUT-SWING DOORS SHAL_ -AVE NON-REMOVABLE P�NS, SECTION 3604,6 (c)(b) ��� �� # Roorn Size Style Hardware Notes 01 Front Door 3/Cx6/8x1-3/4 6 pnl/insul/sti Sql. DB/Keyed Stanley PC#98-0619 08 02 S'de Door 3/0x6/8x1-3/4 6 pnl/insui/sti Sd DB/Keyed StnrlayPC#98-05"19 rs z 03 Laundry 2/8x6/8x1-3/8 PC/WD/Flush Passage ee'Iprnirla zeo�p�edl4\i'IO qeo 1+ C4 Both 1 2/8x6/8x1-3/8"' HC/WD/Flush P"ivocy "'•ADA per FAC 4.22.2 ("; 2xceotion i 05 Bedroom 1 2/8x6/8x1-3/8 HC/W9/F;JSh Privacy 1 2 2 05 Bedrm. 1 Close*, 2/6x6/8 WD/Louver/Blfold n/a 07 A/C Closet 2/OxS/8 WD/Lo.ver/Blfold n/a Ci A IA2 �6 1x4 PT 08 Bed'oo-r 2 2/8x6/8x'-3/8 HC/WD/Fl,sh Passage ALL AROUND 09 Bedrm. 2 Closet 4/Cx6/8 WD/Louver/BL`o'd n/a 10 Bedrm, 3 Closet 4/Cx6 48 WD/Louver/B `od n/a 3/16"x2-1/4" 11 Bedroom 3 2 8x6 8x1-3/8 HC/WD/Flow Passage 2 1 2 MASONARY 4 �4 ANCHORS General Door & VV'rdow Notes: T0B 1. A'I exterior aoo,s & windows to have Cade County Product Approval-See c*,-,caned PA oppilcoton 2 A�i exterior openings/doors & windows to conform witn SFBC Cho 36/'Intrusion req S. +45.08 PSF 112" SCOPE LNE wH, ALUM. 4 -- c�EN'] OF BEAM 3 All exterior openings/doors & windows to 'nave hurricane Drotect'on oc^els-opt mpact res. glass, S� WINDOW �� -47 81 PSF ! �� 4. all nterior doors ana frames to be paint grade firish I SEE TYP, JAMB TYP I� �I 4 +45,08 PSF DETAIL ® RIGHT ° 5. All windows to be Lawson Industries/white a'um./I'ght gray ti t glass FOR ALL EX7 6. All bedroom windows to meet egress re s SFBC Cho. 3111.2 //0 SEE TYP. JAMB FOR q / ) � -47.81 PSF wlNDOws & DOORS DETAIL C�i RIGHT � FOR ALL EXT, WINDOWS & DOORS H32 o +4 1 EGRESS x ' O 3.7 PSF +43.71 PSF +43.71 PSF cp ? i' II 4 4 �II 41 +43.71 PSF #23 -46.44 PSF -46.44 PSF -46.44 PSF 4 O -46.44 PSF #24 / 4 1+42.89 PSF #24 #24 #24 I -45.62 PSF _ o'-G" FIFE -0'-6" H.P. SLAB _ AB TAT TOIR H 'UMAf� ITY OF� I5va, � � �� ° �5 ( � � � 5vZn (3n - a, 95OS�REATGU_-EARAMI, N� SCALE: ?/a" ?'-0" SCALE: 1/a" 1'-0" l SUI'E 230 MIAMI, FLORIDA 33156 N-S 305-670-2224 AGENT; Anne Monnlrg, Exec t've Director �6 A2 6� 1,2" O/C ON 1X3 STRIPPING BUCKLER ARCHITECTS - X16" 0/C-TYP. � CLG. 4 +42.89 PSF 12 12 osph°It/flberg'ass sh'Irgles USE (2) Bid @ EVERY TRUSS T 1-45,62 PSF 14 4 � G Medeira Avenue Suite � C31r�i Cables, ���nda 33134 (305) ��2-8410 Fm 442-6757 �s�caz klM,C= T�o.B ©ROLL-WALL MTD, CAB NETS-TYP, VERIFY HGT. 'W/ CABINET INSTALLER SEE TYP. JAMB TA +4 71 DETAIL ® RIGHT ° I 3 PSF i fi FOR ALL EXT. ° -46.44 PSF 2X4 STAGGERED FIRE STOP t Data: 4 8"x12" POURED �� r wlNDOws & DOORS ����I CONCRETE coL. - MID PA STUCCO FIN N Site Address: 6039 SW 63th STREET, Sout'n MIamI, Flor'Ida It. text, PAINT Wlil- _ TYP. ALL INT. PARTIT,ONS Worx 7escript'on: New Ore Story Single Fomlly Res'dence N stucco fin, TYP. OF 4 7 I Pro ert Cwners: HABITAT F04 H'�MANITY OF GREATER MIA - II P y M , INC INS, 305 67G 2224 x EGRESS 1 2" GWB on 2X4 ST DS ��EGPZS I I +43,71 PSF +43.71 PSF Architect o Record: Pa,'� W 8.cK��er AR13708 EGRESS EGRESS / D U q 4 4 © 16" 0/C TY z r' 1- �r Pr 0 'I _ , Project bate: 3-3 u0 Ii li � � � � � 'Ili I I I I� I I I +43.71 PSF � �! h 46.44 PSF -46.44 PSF II /� � i � � � 1 I I, I I 5 -57.20 PSF (J . 4", �. .,�, Revsions: °°; ., r +43.71 PSF, �� #24 24 USE PT 2 4� T Q #2c -4644 PSF 4 #24 #24 It. text. # PLATE , � d�` j� �:. 0'-0" FFE G� °V *#I stucco fin. -0'-6" H.P. SLAB f i 1�I ° i r h SCALE: 1/4" 1'-0" SCALE: 114" 1'-0" • �J�� s NT�I