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RC-08-2230_Plans ARCHITECT: I USE DETAIL A FOR ALL GIRDER S2 Rf I 'IIIIII': (��A�� �iIIUf. 5' -0' -0' COLTERRA "S' CLAY ROOF 11LE(MUD -ON) OVER #90 TYPE II(ASTM D -249) o MINERAL ROLL HOT MOPPED WITH HOT STEEP ASPHALT TYPE IV(ASTM D- 312 -89), OVER 130 TYPE II(ASTM D -226) ANCHOR SHEET TIN CAPPED 6" O.C. ON LAPS, 12' O.C. IN THE FIELD ON DRIP EDGE AND 4° , OVER 5 8' EXTERIOR PLYWOOD NAILED WITH BD RING SHANK NAILS ® 6' O.C. ON EDGES CONDE ARCHITECT P.A. ... �... / AND ON FIELD, AND W/'10D NAILS ® 4" O.C. AT GABLES END.(ACCEPT. # 06.0705.11) JOSE R CONDE R.A. ❑ s2 12 3.12 PAN HEAD WIEN STUD (IF PART OF ADDITION COLOR MUST MATCH EXISTING ROOFING) 12 E] r 3 REG. # AR 00109 SEE ROOF PLAN 5/B PLYWOOD NAI D W /BD RI HANK NAILS O.C. HA DRAIL T17 3521 N.W. 82nd AVENUE ❑ AND 10D 4' O.C. AT OLES El D 0 ERIM TER BAH MIAMI, FLORIDA 33122 El \ i � ME•AL PLATE PRE- ENGINEERED WOOD PHONE: (305) 594 0686 El TRUSSES 24 O.C. 2 "x4' WOOD BRACING Q B O.C. FAX: (305) 594 0998 Wan 159W ❑ 1 "X2" P.T. NAILER TRANSVERSAL, AT TOP & BOTT. CORDS RE -E GINEERING WOOD +18' -4' E-MAIL conarchi@bellsouth.net TF SSES @24' O.C. STAIRS: METAL DRIP r =1 , IRESTOP 1x4 P. TOTAL RISE= 9' -10' 2 "X12 STRINGER 3 "X3" 26 NAILED ® 4' O.C.) (D s . 2 X8 r + 2 n — L RISERS- 16 ®7.38 EA � R 30 INSULTATION PROJECT TITLE: 6 n WOOD FASCIA 2- 2 ■ "X BRACT. TREADS: 15 ®10 r EA. WITH STUC 0 MOULDING ® C. MAX. (TR SV.) TO MATCH XISIING 112" GYP. BOARD OVER \ \ o FBC 1009.3 1p SCREENED T L. 1 X 3" WOOD FURRING w W TYPICAL 2 "X12 4 X 16 4 -0 MAX. • TREAD • ° ® 16' O.C. Z N ti FINISH TO PROVIDE � HURRICANE STRAP EMBEDED 1' NOSING 2 COATS STUCCO OVER INTO TIE BEAM ® EACH C TREAD PROFILE TO COMPLY SELF- FURRNG METAL LATH TRUSS(HUGUES DTC) M SOLI WITH FRC R311.5.3.3 SEE ROOF PLAN _ " CONCRETE METAL ANGLE(2 "X1/8 5/8' COAT STUCCO OVER I y8' 4 CONTINUOUS AND ADDITION W /4-8D NAILS AT EACH 8 E CONCRE BLOCK 2 "X4" Blk ® 8' . AT�5v0M COR1 T ^ 2 60' #5 BENT AT CORNERS AND 4 3 TIES ®12 O.C. AT A WI BR L`�N - � � i 2"X12' STRINGER 2 -5/8" TYPE X D.W. 1 #5 VERTICAL REINFORCEMENT CORNERS & ®48' O.C. ELSEWHERE IN GROUT FILLED CONC. BLOCK MAX. 40 PACING - 9322 NE 6 AV 1/2" GYP. BOARD OVER MIAMI SHORES FL WOOD FURRING W/ R -4.1 3:12 + 1.4 K + 2.6 K ,,D � INSULATION 1.2K -2.4K CLIENT: USE USP DTC HORIZONTAL R TRUSS ®1 "VERTICALLY, N EXTEND 4 MARIA VELA SOLIS A V7A - ° ' WOOD JOIST ATTACHED TO GIRDER INTO TIE C LUMNS. W /2- 1 " THRU BOLTS ® 24 O.C. W23'- S2 _ I M . ROOF FLAN SCALE: 114 " =1' IO" JJ2* 1 I ISSUES $REVISIONS: SLOPE TO MATCH EXIST. 118/09 STRINGER FILL FIRST LAYER OF BLOCK W /GROUT �� TO CLIENT: 08 -01 -2008 ---- 0 PROTECT TRUSSES WITH #30 2 ° x8' P.T. nailer between trusses beyond FOR PERMIT: 08 -03 - 2008 2' X 12" STRINGER a FELT PAPER W13 -3 HIL11 PINS B" 1 8" U STEEL HANGER 7/8 T & G PLYWOOD 0 0 0 0 1 X 4" .. BASE 2 1 RU BOLTS AT EA. SIDE OF STRINGE ATTACHED TO TRUSSES WV10D NAILS ® 6" O.C. D - THRU BOLT'S TO GIRDER +9' -10' I D ® 4' O.C. AT PERIMEtMR NAILER 4' X 4' X 1/4" STEEL ANGLE 8' LONG _ I I`� ` PRE- ENGINEERED WOOD TRUSSES ® 24' O.C. W / 4-1/4' LAG SCREWS TO STRINGERS I I (20" HIGH) BRACE AT CENTER OF SPAN AND 4 -1/4" TAPCON SCREWS TO SLAB • +8 X12 C NC TB1 W/ 4 #5 CONT. B C TIES #3 0 12 O.C., PR PR OVIDE SLANTED \\ E- RED WOOD GIRDER TRUSS S2 HURRICANE ANCHOR(HUGUES DTC) I PROJECT COORDINATION: S2 AT EACH TiUSS, EMBEDDED 5 IN CONC. L Ia 2 BRACING ®8 Q.C. AT BOTTOM CORD II STAIRS DETAIL SCALE 1' = 1' -0' � DRAWING TITLE: I � IRESTOP 1x4 P. ' LL R -19 INSULTATION ROOF 2 HURRICANE STRAP EMBEDED INTO TIE BEAM ® EACH TRUSS 5 18' t e °x" GYP. BOARD OVER CONC. BEAM USE 2 -USP DTC # 06- 0831.04 1` X 3'�WOOD FURRING DETAILS PLUS 1 -USP LUGT2 ANCHOR # 07- 0322.15 0 16' O.C. TIED TO TRUSS W/(16) -10D NAILS AND TO TIE BEAM W/5 -2 3/4' - 8' CMU X 1/4' TAPCON SCREWS 1 STRUCTURAL ANCHORS O REVISION (7 - 28 - 09) IRESTOP 1 "x4" P.T. DOUBLE TRUSS I UPLIFT= 4.6 KIPS SECTION 0� GIRDER ANCHOR DE TA I L A 1 STRUCTURAL ANCHORS ( a REVISIONS: DATE `+ S2 REVISION (7- 28 -09) O 00 1/2" EXPANSION JOINT 4'X4 "X6 "X1 4" ANGLE EACH 4' CONCRETE SLAB SCALE: INDICATED DIAM SPLICE I PRE - ENGINEERED WOOD TRUSSES 2 -2' X 6' P.T. WOOD HEADER � r 1 #5 VER11 REINFORCEMENT 6 X 6, 10 X 10 WIRE MESH UNITS: FEET & INCHES 1/2" BOLTS 8 11 IN GROUT FILLED CONC. BLOCK n n • DRAWN BY: R.C. I MAX. 4o" PACING r. " I 2X2 X6'Xt 8 ANGLES � � 6 MIL VAPOR BARRIER 1/2 X 8 BOLTS / a •' I o 1/2" THRU BATS (2) (30' splice CAD NAME: MARIANELA SOLIS 08 COMPACTED FILL rELL 59 DRY DENSITY AS PER FIELD DENSITY TEST PROJECT No.: 2008 -019 FILL BLOCK CELL W / GROUT o ° ° +0' -0 TOP OF FIN. FLOOR o ° ° CONCRETE BEAM PRE- ENGINEERED WO �I z 2 -2 X 4 DOUBLE P.T. WOOD ' 1/4' SCRE EACH SIDE) GIRDER TRUSS (2M) ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN a _ a iD CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE HEADER FASTENED TO EXISTING TlE r n DESIGNER AND MAY NOT BE DUPLICATED. USED. OR BEAM W/4 - 1/2" X 8 STEEL SLEEVE ( DISCLOSED WITHOUT WRITTEN CONSENT OF THE DESIGNER „ r I 2 -2 X 8 P.T. WOOD HEADER TOP OF FIN. GRADE 1/4 X4 SCREWS ANCHOR BOLTS WITH 2- 2 "X2 "X6 "X1/8 I I PRE - ENGINEERED WOOD TRUSSES I' ANY E XIST T ING STTRTUC FOR THE CONDITION of STEEL ANGLES TIED TO HEADER WITH B- 1/414 SCREWS, AND TO TRUSS I r �I WITH 8 - 1/4 "X4' SCREWS I FILL BLOCK CELL W /GROUT 4 X4 X8 " X1/4 ANGLE EACH SIDE „ CAPACITY: (GRAVITY &UPLIFT)= #1688 L � � ', FRC 4404.3.4.5 `• SHEAR(GRAVITY & UPLIFT 1/2' BOLT= 490# " I'o SHEAR(GRAVITY & UPLIFT �1 /4 SCREW= 211# 12 X 24 CONCRETE FOOTING a SHEAR(GRAVITY & UPL1 1/2 BOLT= 490# I I. TWO 1/2 BOLTS= 980# W/ 3 #5 CONTINUOUS(ADD 1 #4 TRANSV. ® 48" O.C.) � a a SHEAR(GRAVITY & UPLI T 1/4" SCREW= 211# I e EIGHT 1/4' SCREWS= 16881 4 FOUR 1/2' BOLTS= 19601 I CONCRETE BEAM a EIGHT 1/4' SCREWS= 1688# TOTAL GRAVITY CAPACITY= 2668# LTWS /TwS -1+13 I ' TYPICAL WALL SECTION ( TWO STORIES BUILDING E \ I GIRDER ANCHOR OR D '�j 1 AIL S2 � NOT VALID UNLESS EMBOSSED SEAL ANCHOR DETAIL S2 DRAWING NUMBER: I OF: 4 All I i i I I it i I I .. I ill Y I i �I I I i i i i il l AUG 0 3 2009 .. F T7 y I i Snores Via =.. A P BY DATE - Dr' DEBT � �/�f ,�• �^ .3 ECT TO CP��PL'�PI�EVdI -NPLL _ i NOTE: BEARING HEIGHT SCHEDULE NOTE UPLIFT REACTIONS SHOWN ON TRU55 DESIGNS AND � LADEL 1 116 tRU55E5 15 A SERy ICE , wK L ELEvAnOrrVARIES AsFOLLOwIrrG: HANGER SCHEDULE NOT A REQUIREMENT THEREFORE , GRA VITY PLACEMENT PLANS ARE TO DE U5ED IN DE516N OF IT 15 THE RE5PON51 D I L I TY OF THE DU ILDER ELEV 1 8 - 4 MODEL LOADS uR IFT UWYACTURER TRUSS IDENTIFICATION TRU55 TO TRU55 CONNECTION5 AND FOR REFERENCE. t0 USE THE ENGINEERING DRAWINGS WHEN ERECT ING TRU55E5 IN CASE OF 0156 ES y 95N213R 168 730 USP CJ7 THE UPLIFT VALUE OF CONNECTIONS OF THE TRU55E DETWEEN TRU55 M ARK I N65 AND ENG DRAWI o ELEVATION THE LNG. DRAWINGS PREyAILS. 5H213L 1768 130 USP cJy TO THE SUPPORTING STRUCTURE ARE THE RESPONSA ILITY ELEVATION GTU40 7110 6250 USP WA OF THE ARCH. AND /OR ENG. OF RECORD. REFER TO APRVD. 6TU80 9245 6545 U5P ELEVATION NIA PERMIT DOCUMENTS FOR EXACT VALUES. 1 -0 2 0 (TYP) THDH 26-2 3765 2235 USP Fr6 2 HIP SET SPACING A F�52b ELEV T{ON 2580 1825 USP NIA RAKE SEAM NOTE: SEE & CORN�R CONNECTIONS FOR SPECIFIC APPROVED TRU55 ANCHOR DY DUILCER 5QUARE CUT OVERHANG HEEL HEIGHT= 2x6 STD TOP = 2x4 MIN. ° � 12 APPROVED TRU55 ANCHOR DY DUILDER = . DoTTOM 2x4 MIN _ x DO TT OM X ? 4x2'M1 . 0 -4" DRG. AL o 23'_011 23' -0" 0 8 21 -8 0 - 71.01, N.�o .2 0 1 .2r o +slo 7' - LU 11' -5 4 -2 { . �_ 1 1 011 . 1's o RAiefB�A NAI4R D DLDR. NAILER D DLDR. K ; ,�, �, ,�, OVERHA -- - - - - -- (VIF) 1 o — -- — — 1 1 _ I , 12 1 F= cx1� "' I ET61 BELOW..... I R, 100 00 a �V v4 TYP TRU55 END DETAIL. TYP. FLOOR TRU55 END DETAIL. 1 5tRUG - HANGER 5TRUCT. H GER 5 5 112" =1' DYI DUI D R DY DUILDER R : is�o•' 1' •5" DEEP GIRDER TO DEAK ON TOY CH01<17 'I o 22' -4' 5PAN OF TRU55 - 1 1 1 s_ M N = O V C � - - N - csJ I I 6 g 5' J5 I AILER BY DLDR. I 3' , c .. _ { N 3. Y N t4 . tV I _ .— I FLOOR TRU55 LAYOUT ROOF TRU55 LAYOUT ATTENTION DUILDER5 I APPROVE 7 HESE SFTOP ALL DIMEN51O OVERHANGS, PITCHES, VIRAW 6ESIGN roc PLY ETC. TO BE CHECKED BEFORE ORD'EPING WIT'H �tl H MY DESII�N CR ' mFEA DATE: ZG - 0 9 TRU55E5. IT 15 YOUR RE5PON5181LITY F- TO CHECK OUR TRU55 PLAN! AID 401 , F r�I.sr. CONTRACTOR TO FIELD VERIFY `'� j ALL EXI5TI CONDITION5 IN _ I s ORDER FOR NEW TRU55E5 TO IMPORTANT NOTE: VIE X . M ATCH E ISTING CONDITIO N 5 o ALL TRU55 SPACING is 24" 0. G I , BY G CMBEFOf2E FAC5RICATION D IN FILL UNLE55 OTHERWISE SPECIFIED. k 00 NOT GUT OR ALTER TRU55E5 9280 NWSOUTH RIVER DRIVE, MARTINEZ TRU55 COMPANY WILL NOT HONOR ii�� pp I MIAMI. FLOR 33166- ph (k) M3426 TRUSS LOADING CONDITIONS F IELD GRACING not she ra+pon+abtllt of t he Lru++ foi, e • t N trw+% de++gner, or plot* manufacturer. i er+on+ erect nd truti+ CLAIMS OR DAGK CHARGES UNLESS AUTHORIZED MART INEZ TRUSS C Inc CCO958 J MAR INEZ I1f, 3O5j 885-2925 are c autloned to seek profe »tonal ad „ ice regarding temporary S ROOF TRUSSES FLOOR TRUSSES and erectrarl bracing Which otMa regu lred to preveng topplrng 1 I DY OUR OFFICE IN WR ITTI N6 1 and dominolng Aw',ig erection. and permanent bracing which may TOP CHORD LIVE. 300 TOP CHORD LIVE: 40.0 Ise req uired z +p -i it r app „cat 7 a v it t+ +flai be *rested x SHOP DRAWING APPROV M O TY C HORD JEHD 15 and fastened Ina +tralght and pluinb position. Wflel•s no direct top chord VVachblg l+ opplted. trvsess nvst be ¢raced of 24” 1 , .0 TOP CHORD DEAD: 10 O Center . LfY e and rmuin ylhere ro direct boLLOm chord ,heothing � � THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF I/� --- -_ TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTLPo� OR T��rr''” � ' I.�,f- apPl�ed>4+ mY-it p0 braG*d at IO'•O" on center maximum. �._ ....�_� �..- MITT C [�, �B. 0 BOTTOM CHDRD DEAD: .�,0 i DATE: 12 -16 -08 OWNER: RE V. DATE; rrusse+ nV i ba handled w ith * ■tr*me Coro dl:rry erettron to Np, DATE REV S� t ; API?,RQVEQ k OTHER TRUSS LAYOUTS. REVIEW *0 APPROA OF THIS U 1 5 0 TOTAL LOAD IPSF1 present dama or persona in jury. refer to truss eng neerirlg _ _ for cor,nect and bracing requirement+. rho" cailcutatiorl+ are '� I _+ �, i z LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL EpUARDO AZQUEZ DRW, BY J A 5 SC A 5 h H o w �S.Q supplied to order for the ENGINEER OF REGO90 to adequotelY N ST. V 3 STRESS I REASE. 1.00 i BE BUILT VERIFY ALL COND1T10NS TO INSURE AfiAINST _ p -, a for car.le and integration of the roof assembly t 2 ¢ 1 PROFESSIONAL ENGINEER JOB NAME: 50L I S ADD1 T I0 HHS ESIG0 WITH LfIRDS GE108TED BY 146 the SOL structure. r r h o pnt of s ypa c o csons 3 CHANGES THAT WILL RESL�i I EXTRA CHARGES TO YOU THIS TRUSS ' AST are 50tEtY re+pon+lble far she mtegrlty o f the ir prod,cL. N DRAWING NUMBER W I DEAD LORD *0 5.0 PSFBOTTOM [ r ru++e+ remain our property unsh paid for o full. Truti+ layol.t+ SIAN OF FLORIDA, 53893 1 4 JOBADDRESS,g322 NE 6TH AVENUE 0b121602 G 7 I 7_� Old engineering may not be reproduced in port or in full under - M I A Ivl ,/ H 0 R E 1 F .... QQQQ77 ��yy (gyp II ��( l HI ,u [ [� � Q - an ctrcu�*ntance+ � _ f�o-fed by Del* W161NI I((18 t� AI EAH i f I. J,JUU I ae I i I I I I I i I I i i I w i I I ' ro t e � a � r e I D c PA O v 'a n G) m D C O m o ° c z ? cmn m K z t' m o z-i < m D u c cn. m F CD f M �m i m o e 'V D �# i i i ARCHITECT: I Ii �I�►[I Ilpiill ?I�N�V'�II WINDOW SCHEDULE A R C H I T E C T P. a No. DESCRIPTION MATERIAL SPECIFICATION REMARKS CONDE ARCHITECT P.A. A ROLLING WD RW 6040 W. ALUM & GLASS PROVIDE HURRICANE SHUTTERS O JOSE R. CONDE R.A. El i ROLLING WDW. ALUM & GLASS PROVIDE HURRICANE SHUTTERS RW 5050 REG. # AR 00109 ❑ © SINGLE HUNG ALUM & GLASS SH 23 PROVIDE HURRICANE SHUTTERS 3521 N.W. 82nd AVENUE ❑ Q GLE HUNG ALUM & GLASS SH 25 PROVIDE HURRICANE SHUTTERS MIAMI, FLORIDA 33122 ❑ PARTITION & WINDOW 2 E ALUM & GLASS N SHUTTERS PHONE: (305) 594 0686 El (7-31-09) S LE LING SH 1 2 23 PROVIDE HURRICA E SINGLE (305) 594 0998 ❑ DOOR SCHEDULE E —MAIL: conarchi®bellsouth.net No. DESCRIPTION MATERIAL WIDTH HEIGHT THKN. REMARKS PROJECT TITLE: WALLS KEY 11 SINGLE ACTING WOOD 2' -8" 6' -8" 1 1/2' HOLLOW CORE 7" 4" DW PARTITION WIDTH 2 SLIDING GLASS /AL 6' -0 6' -8" 1 1/2" PROVIDE NOA O 8' CONCRETE BLOCK MASONRY WALL O3 BIFOLD WOOD 5' -0' 6' -8" 1" LOUVERED M SOLIS 7 • . " O BIFOLD WOOD 2 —8 6 —8 1 " LOUVERED _ 8" CMU EXIST. TO REMAIN O BIFOLD WOOD 6' -0" 6' -8" in LOUVERED ADDITION l ip 4' EXIST. PARTITION O SINGLE ACTING WOOD 2' -6 6' -8" 1 3/4' HOLLOW CORE EXIST. 4 D.W. PARTITION TO BE REMOVED FAMILY 8' CMU EXIST. TO BE REMOVED — N 9322 E 6 AV MIAMI SHORES FL DINING CLIENT: 3' -0' MARIANELA SOLIS 11 5' 4' -2' 8' - 8 15' -0' 6' 10' 9 - ' I - N 111111 I UP I I I I I I I L1 3 4 5 6 7 8 9 10 11 12 1 14 15 1 2 3 4 5 6 7 8 10 11 1 131 14� N f I ISSUE REVISIONS: 6' -� 1 TV ROOM O I I ,-'�' O i1 5' -8' °' 2 PARTIT ON &WINDOW os TO CLIENT: 08 -01 -2008 61 4 REVISION 7 -31 -09 ,_ FOR PERMIT: 08 - 03 - 2008 7 -0 4 6 8 O 4 II O I I 5' -9' O i F'I� == +20.76' NGVD( +9' -1 D AFF) o I ' BEDROOM N N � o PROJECT COORDINATION: O BEDROOM I I s' - 15' -7• a' DRAWING TITLE: I FFE= +10.93' NGVD FLOOR PLAN 10 ,- 9 ,9 4F 15' -7' 8' s n 2 P )) I A 7' i o REVISIONS: DATE 2 partition & window 7/31/09 23' -0' 7 7' 11' -6' 2' -9' SCALE: INDICATED UNITS: FEET & INCHES DRAWN BY: R.C. CAD NAME: MARIANELA SOLIS 08 PROJECT No.: 2008 -019 P FIRST FL 'LAN SCALE: 1/4 " =1' -0" SECOND FLOOR PLAN SCALE: 1/4 " =1' -O" ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HERON CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE DESIGNER ARCHITECT IS NOT LIABLE FOR THE CONDITION OF i ANY EXISTING STRUCTURE MAX. HEIGHT AT BOTT. OF OPENING FOR EGRESS WINDOWS m SEE NOTE # 46 SHEET Al cn NOT VALID UNLESS EMBOSSED SEAL DRAWING NUMBER: i I �I 'I 4 I I OF: 4 i II - 1 ARCHITECT: 23'-10 ...:::::.... ........... — — WF24 CB CB CB _ CB_ 24 CB CB ■ ■ .....................:: .............:................. ■ ■ ■ CBI - - I — -- _ - - - - TIE BEAM SYSTEM COL TIE � CBCB CB CB CB Cl 2 i CB CB CB CB CB I T F1 C� REIN FORCE FO G 11E BEAM CB 61 TB1 A R C H I T E C T P. a ■ ,: EX1ST1 N W/ 9'X3/8' X11l': STEEL PLATE cE � W/ 5/8" STEEL BOLTS 16' 0 C co ■ CB �' -�• STAGGERED. PROVIDE TWO ;901 TS : ` ' GB S CONDE ARCHITECT P.A. AT EACH ENQ JOSE R. CONDE R.A. ■ CB +2K +2K ❑. 4" CONIC. SLAB W/ 6X6- WIAXW1.4 WIRE MESH (ASTM A 185)OVER Bl (OVER OPENING) �VF34 COMPACTED FILL TO ,9p% OF MAX. DRY DENSITY AS VERIFIED �� TBt ■ c6 REG. # AR 0010924 1:1 BY FIELD DENSITY ST SPECIFIED IN FBC 1820.3.2 C� ■ C9 B z 3521 N.W. 82nd AVENU El — -. E STATEMENT: S1 U) MIAMI, FLORIDA 33122 ❑ c1 Cl HAVE BEEN 2ND FLOOR o THE EXTERIOR WALLS FOR THIS ADDITION ■ C B PHONE: 305 594 0686 TERMITE PROTEC N NOTE: FBC -04 1816 FFE= +9'-10" s ) El ) I o DESIGN SECTION REINFORCED MANSORY ACCORDING TO CB z FAX: (305) 594 0998 ❑ SOIL UNDER SLA� & FOUNDATIONS SHALL HAVE TERMITE TREATM CB w I onarc I e sou E T PROTECTION ' .ne U t PROVIDE CERTIFICATE FROM APPROVED COMPANY PRE I E - MA IL - h'�b I( t ENGINEERED ■ CBI REINFORCED ' CB WOOD FLAT TRUSSES w o A MA SONRY NOTES � C B (1' -8" HIGH MAX, TYP.) a PROJECT TITLE: �- S1 j COMPLY W /FRC SECTION R4407 ? @24 O.0 m (Nf34 ■CBI ALL MASONRY WALLS CONSIST OF TR 8" CMU WITH GROUT FILLED CELLS w/ 1 #5 € (BRACE AT CENTER OF SPAN) WF24 ® 40" MAX. DIST. F'm= 1500 PSI (CMU) ■ CB ■ CB FFE= +10 .93 CONCRETE BLOCK UNIT= 1900 PSI ■ CB ■CB PROVIDE # 9 LADDER TYPE HORZ. i DE 7/8" TONGUE AND 1B1 M SOL I S AT 16 O.C. TYP. '` ■ C TB1 ROVI ROOVE PLYWOOD DECKING(46 /24 RATING FILL REINFORCED CELLS WITH GROUT AILED W /tOD NAILS ®6' O.0 AT EDGES _ ■ CBI STRENGHT F'c= 2500 PSI ND FIELD AND ®4" O.C. AT PERIMETER CB ADDITION ■ CB COMPLYING WITH ASTM C476 I MAXIMUM LIFT UNBRACED 4 MAXIMUM POUR HEIGHT 10 — — — — WF24 — — — — — — — — — — — — — — — — — J GROUT HAVING WITH MAX. 9" ( +/- 1') SLUMP. 2' X 8' P.T. WOOD NAILER CB PARTITION 8c WINDOW CB[ T POUR MASONRY CELLS PRIOR TO 2 REVISION (7- 31 -09) BETWEEN TRUSSES C THE TIE BEAM CONCRETE POUR W /3- 3" HIL11 PINS S2 9322 NE 6 AV L — — — _ — — — — — B CB CB CB CB CB — — -- J C CB CB CB G PROVIDE 2 15 IN TWO CONTINUOUS CELLS T61 AT OPENINGS OF 5' TO 6' SPAN. U.O.N. ' MIAMI SHORES FL • ■ ■ ■ ■ ■ ■ ■ GB o i ' CB CB CB CB CB CB CB CB CB CB €' CLIENT: 0 7- MARIANELA SOLIS 7' 2' -9' 23' -0' - FIRST FLOOR PLAN(F OUND.) SCALE: 114 " =1' -0" SECOND FLOOR PLAN(FRAME) SCALE: 1/4 " =1' -0" ISSUES $ R EVISIONS: TO CLIENT: 08 -01 -2008 FOR PERMIT: 08 - 03 - 2008 WINDOWS & DOORS MUST HAVE PRODUCT CONTROL APPROVAL FROM DADE COUNTY. PROVIDE METAL SHUTTERS(FRC 84410.4) PROTE TION TO ALL WINDOWS & DOORS THAT ARE NOT DESIGNED AND CONSTRUCTE TO COMPLY WITH THE IMPACT LOADS OF FRC SECT 84403.16 BEAM SCHEDULE TOP SHUTTERS MUST HAVE PRODUCT CONTROL APPROVAL r ° °I MARK OF S IZE B H) REINFORCEMENT ® STIRRUPS BEAM INCH.) REMARKS I I ELEV. B T I C N0. SPACING PROJECT COORDINATION: p I B1 +9' -8' 8 X 14 2 #6 2 # - #3 0 5" O.C. O L ' - 4 ' I EXISTING TB TO REMAIN T81 +9' -8" 8 X 12 2 #5 2 #5 #3 @ 12" O.C. STEEL PLATE ST -8 +8' -3' 3/8° X 9" 9 "X3/8' X11' STEEL PLATE DRAWING TITLE: TB VAR. 8 X 12 2 #5 2 #5 # ® 12" O.C. REINFORCE FXISTTNG TIE BEAM SPACE STIRRUPS 5" O.C. OVER OPENINGS 5/8' BOLTS W 9'X3/8' X11' STEEL PLATE AND ®48' O.0 W/ 5/8' STEEL BOLTS 0 16" O.C FOUNDATION A ! mw , STAGGERED. PROVIDE TWO BOLTS TOP OF FI . G DE COL AT EACH END 2ND FLOOR FRAMING COLUMN SCHEDULE(CONCRETE U.O.N.) REINFORECMENT - END S TL PLATE DETAIL MARK TYPE VERTICAL TIES REMARKS B Cl 8 "x12 4 # #308' O.C. SECTION AT EXISTING TB S , G2 6" x 24• u 8 # 5 3 ®8 # 5 ®12 ' - # O.C. EMBEDDED 6 IN CB 8 " X 8 s 1 5 - GROUTED CONIC. BLOCK CELL III EXISTING WALL FOOTING REVISIONS: DATE ADD 2 #5 CONT. f EXISTING 10 "X16" FOOTING # CONTINUOUS 2 partition & window 7/31/09 f ❑ goo STRUCTURAL NOTES RESIDENTIAL CHAPTER 44 18' FBC RESIDENTIAL 2004 (FRC -04) CHAPTER 43: REFERENCED STANDARDS DESIGN DATA: SEE SCHEDULE SEE SCHEDULE LOADS: FRC -04 SECT R4403 SCALE: INDICATED LIVE LOAD ON ROOF: 30 P.S.F. FRC R 4403.5.1 & TABLE 4.1 ASCE7 -02) TYPE TYPE II TYPE III DEAD LOAD ON ROOF: (FLAT) 20 P.S.F. (SLOPED) 25 P.S.F. UNITS: FEET &INCHES A LI VE VE LOAD ON FLOOR: SECTION AT EXISTING BUILDING 51 DEAD LOAD ON FLOOR: P.S.F. DRAWN BY: R .C. --P. WIND (ASCE7 -02) FOOTING SCHEDULE CAD NAME: MARIANELA SOLIS 08 NET UPLIFT LOAD ROOF: 39(1), 59(2) P.S.F. WIND SPEED= 146 MPH MARK SIZE REINFORCEMENT REMARKS PROJECT No.: 2008 -019 BUILDING TYPE= 2 F1 44' X 31' X 12" 4 #5 LONG WAY & 6 15 SHORT WAY THICKENED SLAB EXPOSURE CATEGORY= C IMPORTANCE FACTOR 1 WF24 24" X 1Y CONT 3 #5 CONT. PROVIDE 1 #4 0 48' TRANSVERSE BARS KZt= 1 " ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN 2 #5 X 6' Kd= 1 WF34 34" X 12' CONT 4 #5 CONT. SEE SECTION A /S1 (1 #5 CROSS BARS 0 12 Q.C. CONSTITUTE ORIGINAL AND UNPUBLISHED ADD - L CORNER WORK OF THE ENCLOSED BUILDING DESIGNER AND MAY NOT BE DUPLICATED, USED, OR WALL FTG. REINF. ARS DISCLOSED WITHOUT WRITTEN CONSENT OF THE DESIGNER ARCHITECT IS NOT LIABLE FOR THE CONDITION OF A5 NOTED ON PLAN MATERIALS CONCRETE(f c): STRESS: 3000 P.S.I.(AT 28 DAYS) (ACT 318 -02) (FRC -04 SECT 84405) ANY EXISTING STRUCTURE GROUT(fg): 2500 P.S.L(SLUMP 9')( +/- 1 ") MASONRY: AS - - TM C 90 02 11E GO L E BEAM SYSTEM CONIC. BLOCK UNIT: ASTM C -90 -02 ( / FCPA -97 DROP SLAB OR BEAM SOFFIT AS WALT FOOTING o STEEL BOLTS: ASTM A325. 5.0 KIPS (MAX.) READ. TO ACCQMODAIE OPENING Cl) 5EE PLAN ( ) ( ) q STEEL BARS. GRADE 60. ASTM A615 34 MAX SPAN 8 LIGHT GAGE STEEL: ASTM A - 446 GRADE A PROVIDE ADDITIONAL 2 # 5 BOT. 4 #3 3 IRRUPS STRUCTURAL STEEL AS -A36. AND # 3 ® 8' TIES ® 12' C. BALANCE LUMBER PROVIDE 8'X12" CONC BEAM W/ 4 15 FOR EACH ! # 3 0 X 48" O.C. (U.O.N.) (FRC - 04 SECT R 4409 2317.1) CONT., STIRRUPS #3 ® 5' O.C. 1 1 5 X 6' WITH 30•� I NDS- 01(DESIGN SPEC.), AFPA- 92(STRUCTURAL DESIGN DATA), AFPA- 01(DESIGN VALUES) 90 BENT REBAR IN WALL FTG. " LUMBER USED FOR JOISTS, RAFTERS, COLUMNS, BEAMS AND /OR OTHER STRUCTURAL FBC R4404.33.1.2 30 MEMBER SHALL BE OF A STRESS GRADE NOT LESS THAN 12 GRADE OF SOUTHERN PINE, DOUGLAS- FIR - LARCH, HEM -FIR OR SPRUCE PINE FIR NOT VALID UNLESS E MBOSSED SEAL LUMBER USED FOR STUDS IN EXT. WALLS AND IN INT. BEARING WALLS S BE OF A WALL TIE BEAM STRESS GRADE NOT LESS THAN STUD GRADE OF SOUTHERN PINE. OPENING: WINDOW 8' CMU DRAWING NUMBER: SEE PLAN DOUGLAS- FIR - LARCH, HEM -FIR OR SPRUCE PINE FIR WALL LUMBER USED FOR STUDS IN INT. NON- BEARING PARTITIONS SHALL HAVE A MODULUS OF OR DOOR 6' MAX ELASTICITY OF NO LESS THAN 0.9 X 10 PSI PLAN: CORNER REINFORCING FOR WALL FOOTINGS SOIL BEARING CAPACITY: CORNER REINFORCING AS PER FIELD INSPECTION THE SOIL IS SAND AND ROCK WITH A DETAIL FOR ALL TIE REAMS BEARING CAPACITY OF 2000 P.S.F. NOTIFY ARCHITECT FOR FOUNDA11ON PROVIDE t # 5 IN INSPECTION, LETTER CERTIFYING THAT THE FIELD C ONDITIONS ARE SIMILAR TIE BEAM BEAM DETAIL AT DOOR CONCRETE FILLED CELL TO THOSE UPON THE DESIGN IS BASED, IS REQUIRED, BEFORE PROCEEDING WITH THE WORK. ADJACENT TO OPENING. AND WINDOW OPENINGS �g �I AUGP. 8 09 . ►ti- I ARCHITECT: II II I A R C H I T E C T - P. A. i CONDE ARCHITECT P.A. JOSE R. CONDE R.A. ❑ 12 — 1 REG. # AR 0010 ❑ \ 5 3521 N.W. 82nd AVENUE El \ 12 4 CQNDENSI G 14 MIAMI, FLORIDA 33122 El TITAN PHONE: 305 594 0686 El 8 FAX: (305) 594 0998 ❑ 911 , n chi eliso.net ut i j E—MAIL co ar ®b h ®4 2 ! 2 2 PARTITION &WINDOW ELECTRICAL NOTES: 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH F @C - 04 CHAPTER 27, SUBPANEL B I i REVISION (7-31-09) PROJECT TITLE: NFPA 70 -02 & 70A AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. ' 4 4 8 6 12 2 MINIMUM WIRE SIZE SHALL BE 14 A.W.G. EXCLUDING CONTROL HIRING. UNLESS OTHERWISE NOTED ALL CONDUCTORS SHALL BE COPPER WITH THW 1 c n _ / \ 12 GFl —WP INSULATION IT IS NOT THE INTENT OF THESE PLANS EVERY MINOR DETAIL OF 4 CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL / 8 ® M SOLIS 2 ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS _ 4 / NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. _ 8 6 4 ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED 10 �' ADDITION BEDROOM AS REQUIRED BY THE LATEST EDITION OF THE NEC. 8 / 10 FI � 2 4 5 FURNISH AND INSTALL DISCONECT SWITCHES ANDF WIRING FOR AIR O 2 CONDITIONING SYSTEM AS PER MANUFACTURERS RECOMENDAl10NS. — CONTROLS ARE TO BE SUPPLIED BY AIR CONDITIONING CONTRACTOR AND g , BEDROOM 9322 NE 6 AV CONNECTED BY ELECTRICAL CONTRACTOR. \ 10 FI 6 ALL CIRCUIT BRAKERS. TWO AND THREE POLE TO BE COMMON TRIP. NO \ MIAMI SHORES FL TIE HANDLES. OR TANDEMS WILL BE ACCEPTED. L 1_ 8 — TO NEXT; LIGHTS 2 11 0 6 -C � 2 7 PRIOR TO INSTALLATION OF ROUGH ELECTRIC WIRING CHECK NAMEPLATE 777 CLIENT: DATA OF A /C, EQUIPMENT HOT WATER HEATERS AND OTHER EQUIPMENT TO � 12 GFl -WP SERVICE` SI AND PROVIDED ELECTRIL AD EQU A TE \ MARIANELA SOLIS INSPECTION. 6 12 I 6 I 8 CONNECT SMOKE DETECTORS TO UNSWITCHED CIRCUIT BEDROOM INTERCONNECT SMOKE DETECTORS FOR SOUND ALARM SMOKE DETECTORS SHALL BE 3' AWAY FROM KITCHEN, BATHROOMS - _ _ & A/C GRILLS NFPA 72- CHAPTER 2 IN ADDITIONS SMOKE DETECTORS SILL COMPLY W /EXIST. B.C. SECT 90414 _ _ _ _ e14 SEE SITE PLAN i ISSUES $ REVISIONS: 9 ALL OUTLETS LOCATED AT BATHROOMS, GARAGES, OUTDOORS,COUNTER KITCHEN, WET BAR SINKS & CRAWL SPACES SHALL BE GFCI (NEC 210.8(A) TO CLIENT: 08 -01 -2008 10 ALL CIRCUITS LOCATED AT BEDROOMS SHALL BE PROTECTED BY FOR PERMIT: 08 -03 -2008 ELE CTRICAL PLAN 1ST SCALE: 1 /4 " =1' -O" AN ARC —FAULT CIRCUIT INTERRUPTER(AFCI) TO PROTECT THE ENTIRE CIRCUIT ELE CTRICAL PLAN 2ND SCALE: 1/4" ELECTRICAL CONTRACTOR TO COORDINATE WITH UTILITY CO. FINAL LOCATION OF ELCTRIC SERVICE & METER PROJECT COORDINATION: I MODEL: LOAD CENTER ELECTRIC SUBPANEL B PANEL RATING: 100 AMP. ELECTRICAL LEGEND (RESIDENTIAL) MOUNTING: FLUSH SERV. VOLTAGE: 120/240 MAIN FEEDER: 3 13 THW CU. IN 1 1/4" CONDUIT SWITCHES & RECEPTACLES LIGHTS & FIXTURES SIGNALING SYSTEMS F DRAWING TITLE: Ct # Load BKR Pole Wire Romex Ct Description Descri tion Load BKR Pole Wire Romex SWITCH RECESSED DOWNLIGH TV TELEVISION OUTLET F # P 1 Air Conditioning .0 40 2 8 2 Lighting(AFCI) 1.0 15 1 14 9 ELECTRICAL 3 —WAY SWITCH I WALL LIGHT TELEPHONE 3 _ _ _ _ _ 4 Lighting(AFCI) 1.0 15 1 14 3 5 TITAN (W /H) 5.0 40 2 8 6 Ughting(AFCI) 1.0 15 1 14 _ =E)= DUPLEX RECEPTACLE EXTERIOR LIGHT Wp WEATHER —PROOF T — — — — — 8 Lighting(AFCI) 1.0 15 1 14 ARC FAULT 9 A/C COND. 3.0 30 2 10 - 10 BATH (GFl) 1.5 20 1 12 240 V. OUTLET —�— CEILING LIGHT AFCI INTERRUPTER 11 — — — — — 12 Lighting 1.0 15 1 14 EXpRUST FAN ® SMOKE DETECTOR GROUND FAULT 13 Spare _ _ _ _ 14 Lighting 1.0 15 1 14 f GFI INTERRUPTER 15 Spare 16 Spare - - - - EXISTING TO BE LA ELECTRIC PANEL EXISTING TO 17 1a R REVISIONS: DATE REMOVED E REMAIN 19 20 21 22 2- PARTITION & WINDOW 7 -31 -09 23 24 25 26 27 28 29 30 31 32 SCALE: INDICATED UNITS: FEET & INCHES DRAWN BY: R.C. 3 J1 THW CU. IN 2' CONDUIT CAD NAME: MARIANELA SOLIS 08 PROJECT No.: 2008 -019 150 AMP. EXISTING HOUSE METER RATING CALCULATION PANEL METER 0 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HERON EXISTING 150 ELECTRIC PANEL 28.0 200 AMP CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND MAY NOT BE DUPLICATED. USED. OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE DESIGNER 2P 150 A P 100 AMP ARCHITECT IS NOT LIABLE FOR THE CONDITION OF NEW 100 ELECTRIC PANEL 17.0 BREAKERS 2P 100 A P 3 #3 THW CU. IN 1 1/2" CONDUIT PANEL NEW ADDITION ANY IXI511NG STRUCTURE TOTAL(KW) 45.0 B 3 #4/0 CU. THW IN 2 CONDUIT 1 #4 CU. THW IN 1/2' CONDUIT NET LOAD 188 amp FROM CITY UTILITY CO. C.W. PIPE UNDERGROUND USE 200" AMP METER RATING EXISTING GROUNDING (V.I.F.) A�2' - NOT VALID UNLESS EMBOSSED SEAL DRAWING NUMBER: r v v C i I� I I i 1 I t PERMI GQ o M ami Shores Viiia 3 APPROVED BY DA E BLDG DEPT SUBJECT TO COM IA ITH ALL FEDER;�L L 7//Ow STATE AND COUNTY RULES AND PECULA 1 i ARCHITECT: i$ 'l ri WINDOW SCHEDULE ARCHI P.a No. DESCRIPTION MATERIAL SPECIFICATION REMARKS CONDE ARCHITECT P.A. OA ROLLING WDW. ALUM & GLASS RW 6040 PROVIDE HURRICANE SHUTTERS JOSE R. CONDE R.A. ❑ ROLLING WDW. ALUM & GLASS @ RW 5050 PROVIDE HURRICANE SHUTTERS REG. # AR 0010924 ❑ O SINGLE HUNG ALUM & GLASS SH 23 PROVIDE HURRICANE SHUTTERS 3521 N.W. 82nd AVENUE ❑ .. ....... ......... . . ...:::.., .. Q SINGLE HUNG ALUM & GLASS SH 25 PROVIDE HURRICANE SHUTTERS MIAMI FLORIDA 33122 ❑ PHONE: (305) 594 0686 ❑ FAX: 305 594 0998 I conarchi@bellsou h.net E DOOR C —MA SCHEDULE No. DESCRIPTION MATERIAL WIDTH HEIGHT THKN. REMARKS PROJECT TITLE: WALLS KEY v - O SINGLE ACTING WOOD 2 6 1 1/2 ■ HOLLOW CORE 7" 4" DIN PARTITION WMDfH m O2 SLIDING GLASS /AL 6' -0" 6' -8" 1 1/2 PROVIDE NOA 7" 8" CONCRETE BLOCK MASONRY WALL O3 BIFOLD WOOD 5-0" 6' -8" 1" LOUVERED M SOLI S O BIFOLD WOOD 2' -8" 6' -8" 1 LOUVERED _ 71� §'z €<< n 8 CMU EXIST. TO REMAIN BIFOLD WOOD 6' -0' 6' -8" 1 LOUVERED ADDITION :.. 4 EXIST. PARTITION O SINGLE ACTING WOOD 2' -6" 6' -8 1 3/4" HOLLOW CORE : y : EXIST. 4 D.W. PARTITION TO BE REMOVED ` FAMILY k : 8 CMU EXIST. TO BE REMOVED 9322 NE 6 AV MIAMI SHORES FL DINING t f CLIENT: 23' -0' 11' -6' N ARIANELA SOLI .: 1 S 0) m ' - _ 9 7 > -10' F f 11 N r , f`r I UP , : 4 1 6 8 9 1D 11 12 1 1 15 34 5 7 1 2 3 4 5 6 7 8 9 10 5 f •� ISSUES $ REVISIONS: 6 O , � 1 1 : I — TV ROOM 1 3 rl m 0 zo E l TO CLIENT. O8 O1 2008 i ,r te 1 I fll FF �, E O S' -9' 4' -6' 8' FOR PERMIT: 08- 03 -2008 O 5' -9' 12' -0' A P 0 P R 0' Va E D : C I 0 MIAMI-DADS COUNTY HEALTH DEPARTMENT t O FFE = -120.76' NGVD( +9' -10 AFF) o PERMIT #: -� BEDROOM 'a DATE: �1. Z / ' N 6 O N : PROJECT COORDINATION: BEDROOM N k: f 5' -8' 15' -7' 8' Xl Ln DRAWING TITLE: FFE= +10.93' NGVD 4 '" FLOOR PLAN I =� I ; i -9' 15' -7' 7" 8 - 6 r �. I REVISION D.�TE 23' -0' — .............. 0 7" 7 ' 2' -9' SCALE: INDICATED UNITS: FEET & INCHES DRAWN BY: R.C. CAD NAME: MARIANELA SOLIS 08 I PROJECT No.: 2008 -019 FIRST FLOOR PLAN SCALE: 1/4 " =1' -0" k SECOND FLOOR PLAN SCALE: 1I4 " =1' -0" z ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND MAY NOT BE DUPLICATE% USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE DESIGNER ARCHITECT IS NOT LIABLE FOR THE CON D TION OF ANY E)QSTING STRUCTURE �0 MAX. HEIGHT AT BOTT. OF OPENING FOR EGRESS WINDOWS ( SEE NOTE � 46 SHEET Al � NOT VALID UN L S EMBOSSED SEAL I DRAWING M I I I e -- — -- — OF: 4 i ARCHITECT: k iF s' j, 4 o's / o.c TILE TO MATCH EXISTING TO A R C H I T E C T P. a 11N ! T ............................. A CH I G : -WOOD FASCIA :WOOD FASCIA s $ 0-1 To mATrH Fyie, CONDE ARCHITECT P.A PROVIDE 1 # 5 IN ` .. _ CONCRETE CELL JOSE R. CONDE R.A. El — ADJACENT PENING. REG. AR 0010924 ❑ o ° OPENING: WINDOW +59 PSF © in +57 PSF A � 64 PSF El 3521 N.W. 82nd AVENUE ZD Q 62 PSF MIAMI FLORIDA 33122 El I I PHONE: (305) 594 0686 El m - m B X B CONC SILL WITH 2— � _...`. STUCCO CB k CB coNr. stucco FAX: (305) 594 0998 El cricket `0 TO MATCH EXISTING ih 8' CMU TO MATCH EXISTING E—MAIL conarch!@bellsouth.net WALL .......... ..... _................ 2ND FLOOR F.F.E ............. ...... .......... ................... ... ....... .... ... ......... • PROJECT TITLE: ` p CONC. FOOTING F f M LI +57 PSF SO € —62 PSF © _ m WINDOW SILL DETAIL Co STUCCO ADDITION o CBI C 2 FOR WINDOWS WITH MULLION TO MATCH EXISTING AT CENTER OF OPENING OR 5' OR MORE ------- - - - - - -- A ------- - - - - -� - 9322NE6AV € I I MIAMI SHORES FL : GRADE A2 GRADE CLIENT: MARIANELA SOLIS SOUTH ELEVATION SCALE: 1/4 " =1' -0" EAST ELEVATION SCALE: 1/4 " =1' -0" ISSUES $ REVISIONS: TO CLIENT: 08 -01 -2008 I FOR PERMIT: 08 - 03 - 2008 WEST ELEVATION PROJECT COORDINATION: BURGLARY INTRUSION NOTES HARDWARE T1LEE 1.0 Locks on exterior doors shall be capable of resisting a force of 300# applied in any € { TO MATCH EXISTING moveable direction I . ' 't TO MATCH EXISTING I — DRAWING TITLE. le exterior swinging doors shall have a lock to be k o perated from the exterior with a ;i WOOD FASCIA, 9 Y P k . < WOOD FASCIA € Y.­- 2.0 Sin jn MA minimum of 6000 key or locking combinations. Key in the knob type locks shall have av auxiliar ', ....<. single dead bolt with hardened bolts and Inserts E LEVATI ONS 4.0 Provide main front entry door with door scope or vision panel. DOORS 1.0 Exterior doors if wood shall be solid core, not less than 1 -3/8 inch thick • o shall be manufactured by a Metro Dade County Product Control approved series company. Doors shall be installed in accordance with Dade Count Product Control Notice of Acceptance ,. +58 PSF 2.0 Double doors: active leaf of pair of exterior double swinging doors shall have some locks —63 PSF as required for sinige exterior swinging doors. Inactive leaf of pair of exterior swinging doors shall M have multiple point locks with 5/8 inch minimum throw bolts and required inserts. 3.0 Door glazing and sidelights within 40 inches of the inside locking activating device of loose STUCCO and swinging doors shall be safety glass and shall comply with the American National Standards STUCCO • .o TO MATCH EXISTING Institute Standard 297.1 TO MATCH EXISTING REVISIOA!�., D ATE cu 4.0 Single swinging exterior doors connecting living areas with garage areas shall be one hour ND FLODR F.F.E 2 ................ ............ ..................... fire rated and shall be provided with automatic self closing device and threshold. These doors shall ND.... .OR ..F.F.E... ............ • g ... be secured with a latch and a single dead bolt with one Inch minimum throw. F 5. iambs, C3 o .. 0 Sli i d n lass doors: provide sliding door dead bolts or in at the head . I 9 9 P 9 P E I rl STUCCO REVEAL at Provide sill or riot 'r meetin cement reinfo s 9 mullions not to be removable or from the exte . . in the strike and lock area to mon'tain bolt strength effectiveness. I These doors shall be f constructed and installed so that no door panel can be removed from the track when in the fixed or a I rd I ,F ocaked position. All glass doors shall have safety glass iln accord with the F.B.C. shall be Y Y PP company Z / / manufactured b a Metro Dade Count Product Control approved series and installed in P Y SCALE: INDICATED Acceptance. accordance with Dade coounty Product Control Notice of FF fit PSF 3.0 Hin es on extern out —swin in doors shall have non—exposed screws and non removable UNITS: FEET &INCHES 0 9 —swinging o i types in I ='` . ' B � , prevent defeating he purpose of the strike and the integrity F f�F` f exietin h4useF•``` : DRAWN BY: R.C. °D to ins. Jambs of all exterior offset reve f t ur YP in in a tit of locks and hatches �` g ` m P 9 9 doors shall be rabbated or of similar fabrication �• f : ` CAD NAME: MARIANELA SOLIS 08 WINDOWS ` PRO JECT No f ` f ;'" f .. 1 2008 0 9 1.0 Aluminu a ml um frame windows shall be installed and construct so that no panel con be — — — — — — — — — 1303 removed from the track when in the k P comply fixed or locked position. Vndows shall com with the r/ . I F ` k •� ;!` ,�:�' Architectual Aluminum Manufacturers Association Standard for Force Entry Resistence AAMA f and F — — — — — .3 ALL DRAM WRITTEN G A , m. ` F� DRAWI AND WRI MATERIAL AP PEARIN G O HER GRADE m 2.0 Fixed lass operable i floor shall have safety lass. 16 FR 1 01 CONSTITUTE ORIGINAL AND UNPUBLISHED WORK O F1N x and or windows within 24 inches of C 2 ADE F THE 3.0 Aluminum frame windows and aluminum sliding glass door assemblies shall have done by a Dade DESIGNER AND MAY NOT BE DUPLICATED, USED, OR County Product Control approved series company. Shall be installed in accordance with Dade DISCLOSED WITHOUT WRITTEN CONSENT OF THE DESIGNER _ County Product Control Notice of Acceptance. ARCHITECT IS NOT LIABLE FOR THE CONDITION OF 4.0. Egress Press windows shall comply Y with FRC R310.1 (NFPA 101 2.2. o 20 in. wide - ANY EXISTING STRUCTURE ) clear opening 9 x 24 in nigh (5.7 sq.,ft. Minimum area). 5.0. Windows shall be installed and constructed so that no panel can be lifted from the tracks when in the locked position and SO as to comply with provide locks as per FBC 2411.3 and ' 2411.3 exterior window shall be locked with device capable of withstanding a force 150 lb. applied in an operable direction. N ORTH ELEVATION SCALE: 1/4" =l' -O" WEST ELEVATION SCALE: 1/4" =l' -O" %L NOT VALID SS EMBOS ED SEAL DRAWING NU, W i I -- - -- - - - - -- --- - - - - -- OF: 4 ARCHITECT 23'-0 f ` - - - - -- -- - WF24 ------ - - - - -- CB CB CB CB CB CB WF24 CBI „ CBCB CB CB CB CB CB CB CB 2 T C . ■ ■ I m ( ■ C9 TB1 T61 • CB A R C H I T E C T P. a ■ CB RE INFORCE EXISTING...- IE A , BEM E Cu RE : I W/ 9 "X3 /8" X11'. 51EEL , I W/ 5/8" STEEI`BOLTS '16' 0 C ■ CB CONDE ARCHITECT P.A. STAGGERED. PROVIDE TWO.: BOLTS ' 2 - -7• I ■ CB AT EACH END JOSE R. CONDE R.A. O � I CB B1 (OVER OPENING) REG. AR 0010924 El 4 CONC. SLAB W/ fiY W1.4XW1.4 WIRE MESH (AST NI A 185)OVER I I ;� TB1 CB k34 COMPACTED FILL TO,9,5% OF MAX. DRY DENSITY AS VERIFIED I ' • CB J z 3521 N.W. 82nd AVENUE ❑ BY FIELD DENSITY TE T SPECIFIED IN FBC 1820.3.2 Cj MIAMI, FLORIDA 33122 ❑ I 2ND FLOOR o . CB PHONE: (305) 594 0686 ❑ Cs M t t FFE= +9' -T o" El FAX: (305) 594 0998 TERMITE PROTE01 N NOTE: (FBC -04 1816.1) I CB SOIL UNDER SLAP! & FOUNDA TIONS SHALL HAVE �°, ` ;'`+ f - w E —MAIL• conarch!@bellsouth.net ■ i U CB TERMITE TREATMENT PROTECTION C Cu PRE - ENGINEERED Q PROVIDE CERTIFIC TE FROM APPROVED COMPANY CD CB WOOD FLAT TRUSSES w ■ CB CBI I ' {1' -8" HIGH MAX, TYP.) _ ti PROJECT TITLE: ■ I Ff � 24 m I O.0 @ T WF34 CB I BRACE AT CENTER OF SPAN • { ) FFE = +10.93' wF24I CB �, ■ CB ■ CB TB, M SOLIS ROVIDE 7/8" TONGUE AND CB ADDITION ■ CBI ( CB ROOVE PLYWOOD DECKING(48 /24 RATING AILED W /10D NAILS 0 6' O.0 AT EDGES ` f CB kND FIELD AND 0 4" O.C. AT PERIMETER WF24 — — I , , ; r 2' X 8' P.T. WOOD NAILER CB — — — — — — — — — — — — BETWEEN TRUSSES C CB T CBI ``'` � ■ W /3- 3' HILTI PINS _ ■ ■ u ■ ■ ■ u is S2 CB 9322 NE 6 AV L — CB_ — — CB — — — CB — CB '4B CB _ — — — — — C8 CB CB — — CB J ; ` CB TB1 ■ CB MIAMI SHORES FL ■ . . ■ CB f, ` f o I I GB CB CB CB CB CB CB CB CB CB CB i ...... .._ ._. CLIENT: .............. ............................... 5�__ 7 ° MARIANELA SOLIS 7' 23' -0' - L 2'-9' ISSUES $ R EVISIONS: TO CLIENT: 08 -01 -2008 FIRST FLOOR PLAN(FOUN ®.) I SCALE: 1/4 " =l' -o" FOR PERMIT: 08 - 03 - 2008, SEC OND FLOOR PLAN(FRAME) SCALE: 1 / 4 " =1' -0° STRUCTURAL NOTES RESIDENTIAL CHAPTER 44 FBC RESIDENTIAL 2004 (FRC -04) CHAPTER 43: REFERENCED STANDARDS DESIGN DATA: LOADS: FRC -04 SECT R4403 LIVE LOAD ON ROOF: 30 P.S.F. (TABLE 1614 FBC & TABLE 4.1 ASCE7 -02) PROJECT COORDINATION: DEAD LOAD ON ROOF: (FLAT) 20 P.S.F. (SLOPED) 25 P.S.F. LIVE LOAD ON FLOOR: _-P.S.F. DEAD LOAD ON FLOOR: P.S.F. WIND (ASCE7 -02) BEAM SCHEDULE NET UPLIFT LOAD ROOF: 39(1) 59(2) P.S.F. TDP - DRAWING TITLE: WIND SPEED= 146 MPH OF SIZE (BXH) REINFORCEMENT ® STIRRUPS BUILDING EXPOSURE TYP TEGORY= C MARK B (INCH.) B T I C NO. REMARKS FOUNDATION ` SPACING IMPORTANCE FACTOR 1 ° K�- 1 B1 +9 -8 8 X 12 2 # 2 #6 - - # ®5 O.C. ----- - - - - -- t TB1 +9' - 8" B 2ND FLOOR FRAMING Kd 1 2 5 2 3 ®12' o.c. 1 X 2 # # # ------ - - - - -- TOP OF Fli 1. GF DE -- - - ' ENCLOSED BUILDING ST -B 4_3 3/8 X 9 9 " X3/8' X11' ST EEL PLATE MATERIALS SPECS. & STRESS: - - ` - .,� TB VAR. 8 X 12 2 5 2 # � 12 O.C. SPACE STIRRUPS ®5 O.C. OVER OPENI CONCRETE (f c : 3000 P.S.I. AT 28 DAYS ACI 318-02 - # -- - -- ( ) ( ) ( )FRC 04 SECT 84405) " 0 GROUT(fg): 2500 P.S.L(SLUMP 9 +/- 1') ( AND ®48 O.0 f .. MASONRY: ASTM C -90 -02 TIE CO TIE BEAM SYSTEM)- CONC. BLOCK UNIT: ASTM C -90 -02 (TIE COL /TIE BEAM SYSTEM) FCPA -97 STEEL BOLTS: ASTM A325. 1 5 ®12' O.C. EMBEDDED 6' IN f E ` STEEL BARS: GRADE 60.(ASTM A615) COLUMN SCHEDULE(CONCRETE U.O.N.) REVISIONS: a DATA # LIGHT GAGE STEEL: ASTM A -446 GRADE A -- - - - -- -- - - - - -- EXISTING WALL FOOTING f STRUCTURAL STEEL ASTM -A36. REINFORECMENT _ ADD 2 #5 CONT. �'` °'... a EITING 10 "X16" FOOTING LUMBER MARK TYPE VERTICAL TIES REMARKS W/ � 2 #5 CONTINUOUS NDS- 01 SPEC.), 2 AFPA , 92 STRUCTURAL DESIGN DATA), AFPA- 01(DESIGN VALUES) C1 8 x 12 4 # 5 ' .� ( " ( #3 I� 8 O.C. LUMBER USE 8' x 24 8 5 - R JOISTS RAFTERS, COLUMNS, BEAMS AND/OR OTHER STRUCTURAL C2 II # 3 8 O.C. D FOR R FTER C # MEMBER SHALL BE OF A STRESS GRADE NOT LESS THAN 2 GRADE OF SOUTHERN PINE, # GS 8. X8 ° 1 # 5 - GROUTED CONC. BLOCK CELL 18 • L DOUGLAS- FIR - LARCH, HEM-FIR OR SPRUCE PINE FIR III LUMBER USED FOR STUDS IN EXT. WALLS AND IN INT. BEARING WALLS SHALL BE OF A SCALE: INDICATED STRESS GRADE NOT LESS THAN STUD GRADE OF SOUTHERN PINE. DOUGLAS-FIR-LARCH, HEM -FIR OR SPRUCE PINE FIR UNITS: FEET & INCHES LUMBER USED FOR STUDS IN INT. NON - BEARING PARTITIONS SHALL HAVE A MODULUS OF A ELASTICITY OF NO LESS THAN 0.9 X 10 PSI ao ao DRAWN BY: R.C. SECTION AT EXISTING BUILDING I E S1 SO IL B CAPACITY NAME: MARIANELA SOLIS 08 AS PER FIELD INSPECTION THE SOIL IS SAND AND ROCK WITH A I BEARING CAPACITY OF 2000 P.S.F. NOTIFY ARCHITECT FOR FOUNDATION SEE SCHEDULE SEE SCHEDULE PROJECT No.: 2008 INSPECTION, LETTER CERTIFYING THAT THE FIELD CONDITIONS ARE SIMILAR TO THOSE UPON THE DESIGN IS BASED, IS REQUIRED, BEFORE PROCEEDING WITH THE WORK. APE I TYPE II TYPE III ALL DRAWINGS AND WRITTEN MATERIAL'APPEARING HERON CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE 2 5 X 6 DESIGNER AND MAY NOT BE DUPLICATED, USED, OR # ADD 'L CORNER FOOTING SCHEDULE D ISCLOSED W THOUT WRITTEN CONSENT OF THE DESIGNER WALL FIG. REINF. BARS ARCHITECT IS NOT LIABLE FOR THE CONDITION OF AS NOTED ON PLAN MARK SIZE REINFORCEMENT REMARKS ANY EXISTING STRUCTURE F1 36' X 35' X 12' 5 #5 EACH WAY TOP - BOTTOM WF24 24' X 12' CONT 3 #5 CONT. - WF34 34" X 12" CONT 4 #5 CONT. SEE SECTION A /S1 (1 #5 CROSS BARS ®12" D.C.:? WALL FOOTING C3 10/ SEE PLAN 4 #3 STIRRUPS ® 12 " O.C. BALANCE # 3 0 48' O.C. (U.O.N.) 1 #5X6'WITH 30 90 BENT FOR EACH REBAR IN WALL FIG. FBC 84404.33.1.2 30' NOT VA ID UNLESS EMBOSSED SEAL DRA N NUMBER: WALL 11E BEAM SEE PLAN i PLAN: CORNER REINFORCING FOR WALL FOOTINGS CORNER REINFORCING DETAIL FOR ALL TIE BEAMS OF: 1 ARCHITECT: ma. I 7 WINDOW SCHEDULE AR CHITECT P.a No. DESCRIPTION MATERIAL SPECIFICATION REMARKS CONDE ARCHITECT P.A. O ROLLING WDW. ALUM & GLASS RW 6040 PROVIDE HURRICANE SHUTTERS JOSE R. CONDE R.A. ❑ O ROLLING WDW. ALUM & GLASS RW 5050 PROVIDE HURRICANE SHUTTERS REG. # AR 0010924 ❑ © SINGLE HUNG ALUM & GLASS SH 23 PROVIDE HURRICANE SHUTTERS 3521 N.W. 82nd AVENUE ❑ """" °° i° O SINGLE HUNG ALUM & GLASS SH 25 PROVIDE HURRICANE SHUTTERS MIAMI, FLORIDA 33122 El PHONE: (305) 594 0686 ❑ i FAX: 305 594 0998 DOOR SCHEDULE EMAIL conarchi®bellsouth.net No. DESCRIPTION MATERIAL WIDTH HEIGHT THKN. REMARKS PROJECT TITLE: WIDTH ....._: ..................., ......_......_,.:.:.:,:,....... WALLS KEY - ,. 1O SINGLE ACTING WOOD 2 6 1 1/2 ° HOLLOW CORE 7' 4" DW PARTITION WIDTH U2 SLIDING GLASS /AL 6' -0' 6' -8' 1 1/2' PROVIDE NOA 8" CONCRETE BLOCK MASONRY WALL O3 BIFOLD WOOD 5' -0 6' -8' 1 LOUVERED M SOLI S r BIFOLD WOOD 2 -8' 6 -8' 1 LOUVERED O 7 8 CMU EXIST. TO REMAIN ' ■ O BIFOLD WOOD 6' -0' 6' -8' 1 LOUVERED ADDITION 4' EXIST. PARTITION O SINGLE ACTING WOOD 2' -6' 6' -8' 1 3/4' HOLLOW CORE EXIST. 4' D.W. PARTITION TO BE REMOVED E"'= : I. FAMILY 8 CMU EXIST. TO BE REMOVED i 9322 NE 6 AV DINING i f MIAMI SHORES FL CLIENT: 23' -0' i' f MARIANELA SOLIS 5: B tf 4' -2' 8' : 8° 51' -0' m 8' T T: - 10' T : 5' tU UP j 1 2 34 5 6 7 8 9 10 1 34 5 6 7 8 9 10 11 12 1 14 15 F j ISSUES $ REVISIONS: 6" O 1 0� TV ROOM m 1' -3' Ar `0 4 TO CLIENT: 08 -01 -2008 I I N fc, o� 4 e O 5' -9' 4' - i' 7' - 0' FOR PERMIT: 08 -03 -2008 5' -9' O FFE= +20.76' NGVD( +9' -10 AFF) o v: BEDROOM Cu 0 u c 6 t O 6 O o PROJECT COORDINATION. BEDROOM I : f" (U Ln l` I i 15' -7' 8' I f DRAWING TITLE. / I, i FFE— +10.93 NGVD s k � FLOOR PLAN .....:... ' -9' 15' -7' 8' , I O ' A REVISIONS: DATE EM EM& 23'-D - - APPRO""VED C MIAMI -DADE COUNTY HEALTH DEPARTMENT 7' 7■ PERMIT #: A ee "�k& ll' -6' 2' -9' s d DATE: SCALE: _ INDIC UNITS: FEET & INO�:ES DRAWN BY: R.C. - - CAD NAME. MARIANE,LA SOLIS_ Os " PROJE No.. 2008 FIRST FLOOR PLAN SCALE: 1/4 " =1' -0° ' SECOND FLOOR FLAN SCALE: 1/4 " =1' -0" ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE DESIGNER AND MAY NOT BE DUPLICATED, USED, OR r DISCLOSED WITHOUT WRITTEN CONSENT OF THE DESIGNER ARCHITECT IS NOT LIABLE FOR THE CONDITION OF ANY EXISTING STRUCTURE rn I V � 1 nn i I` i� MAX. HEIGHT AT BOTT. OF OPENING FOR EGRESS WINDOWS ao (SEE NOTE 45 SHEET Al I NOT VALID UNLESS EMBOSSED SEAL I DRAWI NUMBER: II � - 1; OF: 4 -- - - - - - -- - - - - - -- - - - - - -- ARCHITECT: ' :: �::::: �:::::::: °::: ' t�::::: is ::33 °:.:::2:<<:::::.'j::::: >'•''.:::::3:::::::�:: � <: `:': y: < %;.:k >% is 4 9 >A cy:! F?t'. ,E F � k , TILE F MATCH EXISTING ;_ TILE ¶ A R C H I T E C T P a l TO MATCH EXIS G € k F .y "2 I WOOD FASCIA : ;WOOD F '� ,. F ,, € F :- E i F ; , : E F ILI MATT! € .:: I. ! I f ... .... .. .. ...... ...:. . ,.. _ � �.. ,. .. . .., .,...�, _. PROVIDE 1 � 5 IN 1 T �.., .... .�.� . , ..._, . ,...�,... : i CONDE ARCHITECT P.A. ........................... ... CONCRETE � CELL JOSE R CONDE R.A. u ADJACENT PENING. REG. # AR 0010924 ❑ 0 +57 PSF OPENING: WINDOW +59 PSF © 82nd AVENUE El A :� 64 PSF 3521 N.W I 62 PSF Zo MIAMI, FLORIDA 33122 El I € I m € m CB ` CB 8 X 8 CONC SILL WITH 2 - PHONE: (305) 594 0686 El = CONT. FAX: (305) 594 0998 11 STUCCO € Zo STUCCO cricket TO MATCH EXISTING �%, - 8' CMU TO MATCH EXISTING E -MAIL: conarchi@bellsouth.net ' WALL ` F IC .. ;.... ... 2ND..FLOOB F F.E ......... €.... c >. , - o o PROJECT TITLE: CONC. ! FOOTING SO ..._ ...... M LI S € +57 PSF f ~ -62 PSF o" o m WINDOW SILL DETAIL m STUCCO ADDITION CBE C 2 FOR WINDOWS WITH MULLION TO MATCH EXISTING AT CENTER OF OPENING OR 5 OR MORE A — — — 9322 NE 6 AV GRADE A2 MIAMI SHORES FL I GRADE CLIENT: I � MARIANELA SOLIS SOUTH ELEVATION SCALE: 1/4 " =1' - 0" EAST ELEVATION SCALE: 1/4 " =1' -O" ISSUES $ REVISIONS: TO CLIENT: 08 -01 -2008 FOR PERMIT: 08 -03 -2008 i WEST ELEVATION PROJECT COORDINATION: BURGLARY INTRUSION NOTES HARDWARE TILE 1.0 Locks on exterior doors shall be capable of resisting a force of 300# applied in any mo veable direction O TO M ATCH E XI DRAWING TITLE. T MATCH EXISTING i € 5T1NG 2:: 3 2.0 Single exterior swin In doors shall have a Lock to be key operated from the exterior with a :. _ ; _ •.:: F : ;::.WOOD FASCIA.. , .:, ,. ...:: €: ;; �:I :: .. 9 9 9 . F 2 € k ,,; WIDOD 2, € < .....:..:..:.... :... n the knob type locks shall have v auxiliary minimum of 6000 ke or locking combinations. Key I a • M. ,,,,,... ' ...,�....,� ....... . .......... ......... ,.. ,,- _... ......_.....,......._...�.�...: ., :,. F.... ELEVATIONS �- I single dead bolt with hardened bolts and inserts I 4.0 Provide main front entry door with door scope or vision panel. DOORS 1.0 Exterior doors if wood shall be solid core, not less than 1 -3/8 inch thick 0 0 shall be manufactured by a Metro Dade County Product Control approved series company. - Doors shall be installed in accordance with Dade County Product Control Notice of Acceptance • ,� c ' +58 PSF 2.0 Double doors: active leaf of pair of exterior double swinging doors shall have some locks i 0 m -63 PSF as required for singge exterior swinging doors. Inactive leaf of pair of exterior swinging doors shall °D have multiple point loc with 5/8 inch minimum throw bolts and required inserts. STUCCO , -�,�� °< 3.0 Door glazing and sidelights within 40 inches of the inside locking activating device of loose STUCCO and swinging doors shall be safety lass and shall comply with the American National Standards Y TO MATCH EXISTING 9 9 TO MATCH EXISTING i Institute Standard 297.1 REVISIONS: DATE 4.0 Single swinging exterior doors connecting living areas with garage areas shall be one hour F. ..................... 2N FLOOR F.F.E "= _= F fire rated and shall be rovided with automatic self dosin device and threshold. These doors shall /' �" / I) .......................... ..... ND... FLOOR .F,F.E•.. ................. s be secured with a latch and a single dead bolt with one Inch minimum throw. 5.0 Sliding sliding ' mib I i 9 9 lass doors provide s Idin P 9 daor dead halts or P in locks at the Ja � head, :f I STUCCO REVEAL 9 P t e sill or at meetin mullions at to be removable or a ¢Table from he tftieTiar• Provide reinforcement n . :' In the strike and lock area to mantain bolt strength effectiveness. I These doors shall be constructed and installed so that no door panel can be removed from the track when in the fixed or F locaked position. All glass doors shall have safety glass iln accord with the F.B.C. shall be F F � ^ series C installed manufactured accordance with Dade b a Metro Dade coount Count Product Control approved er company and Ins al ed in +57 PS Y Y t PP P Y f / SCALE: INDICATEC f Acre .`'` Y Product Control Notice of . P tance =S 62 PIN _ _ UNITS: F EET & IN ' 3.0 Hinges on exterior out-swinging in doors shall have non exposed screws and non removable - - —_ -_ - - — 0 9 9 F o o Jambs of all exterior offset YP in-swinging I : ins. t es I :. i / ezistl / n ' house.;'` F DRAWN E 2 . R .C. B P doors shall be robbated or of similar fabrication °D to P 9 purpose ose p revent defeating the ur of the strike and the integrity of locks and hatches 9 ' m 9 Y F I F CAD NAMF: MARIANE A S01_15 / I r , : ' WINDOWS ' V : y r. f F' ' PROJE n� 1.0 Aluminum frame windows shall be Installed and constructed so that no panel can be 2O ,� tr F` •' � 08 - 019 rL — r' Ff < F removed from the track when in the fixed or locked position. Windows shall comply I with the P i Architectual Aluminum Manufacturers Association Standard for For ce Entry Re slat ¢rice AAMA �' r � •' - -- - - - -- -- -- 1303.3 and ANSI A134.1 f• / ` — i i ro' / x • v i F AN WRITTEN MATERIAL APPEARING HERON DID o floor shall have safety lass. 16 1 1 E ,� ALL DRAWINGS D N 2.0 Fixed lass and or operable windows within 24 inches f CFR 20 GRADE - 9 P Y9 ( ) CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE .� 3.0 Aluminum frame windows and aluminum sliding glass door assemblies shall have done by a Dade DESIGNER AND MAY NOT BE DUPLICATED, USED, DR GRADE County Product Control approved series company. Shall be installed in accordance with Dade DISCLOSED WITHOUT WRITTEN CONSENT OF THE DESIGNER County Product Control Notice of, Acceptance. ARCHITECT IS NOT LIABLE FOR THE CONDITION OF I ANY EXISTING STRUCTURE 4.0. Egress windows shall comply with FRC R310.1 (NFPA 101 2.2.) clear opening 20 in. wide x 24 in Thigh (5.7 sq.,ft. Minimum area). 5.0. Windows shall be installed and constructed so that no panel can be lifted from the tracks when in the locked position and $o as to comply with provide locks as per FBC 2411.3 and 2411.3 exterior window shall be locked with device capable of withstanding a force 150 lb. applied in an operable direction. N ORTH ELEVATION SCALE: 1/4"=11' WEST ELEVATION SCALE: 1/4"=11' NOT VALID U LESS EMBOSSED SEAL DRAWING NUMB Am OIL OF: 4 it ARCHITECT: I 23'-D : k :) CB CB CB CB CB WF24 . ■ ■ ■ CB CB CBCB CB CB , .. . l dw _- �p - Y .: I m I c A R C H I T E C T P a f F ■ CB ' TB1 TB1 REINFORCE EX1S,I19G TtE BEAM, E Cu CBI F r B CONDE ARCHITECT P.A. I w/ 9"X3/ X11,:aTE1�L C W/ 5/8" STEET:' 15OLTS 916 0 2 CB STAGGERED PRODE TWO BOLTS ` JOSE R. CONDE R.A. ❑ 2' -7' AT EACH END I CB B1 (OVER OPENING) REG # AR 0010924 ❑ J`_ 4" CONC. SLAB W/ 6�6— WIAXWIA WIRE MESH (ASTM A 185)OVER I zo 4YF TB1 CB \` 34 COMPACTED FILL TO 959: OF MAX. DRY DENSITY AS VERIFIED I ' ■ CB ^ z 3521 N.W. 82nd AVENUE F-1 BY FIELD DENSITY TEST SPECIFIED IN FBC 1820.3.2 CBI MIAMI, FLORIDA 33122 ❑ Co 2ND FLOOR o . PHONE: (305) 594 0686 El FFE= +W -io° Ir FAX: (305) 594 0998 ❑ CB w TERMITE PROTECII N NOTE: FBC -04 1816.1 SOIL UNDER SLA$ & FOUNDATIONS SHALL HAVE I I z o w � ; f ,,. F Q E—MAIL conarchi�bellsouth.net TERMITE TREATMENT PROTECTION CB t f— I PRE- a \ 'P cu PROVIDE CERTIFICATE FROM APPROVED COMPANY s CB WOOD FLAT TRUSSES ¢ ■ CB PROJECT TITLE: . CBI (1 8 HIGH MAX, TYP.) n� Ef @24 O.0 m _ TR I (NF34 ■CBI (BRACE AT CENTER OF SPAN) W24 I CB TB1 CB ■ Cg FFE- +10.93 I I ,>3, M SOLIS a CB I z I B c ROVIDE 7/8" TONGUE AND CB ADDITION ■ CBI Cg ' ` ''- ROOVE PLYWOOD DECKING(48 /24 RATING AILED W /10D NAILS ®6 O.0 AT EDGES ND FIELD AND ® 4' O.C. AT PERIMETER 2" X 8" P.T. WOOD NAILER ; ■ C � - - - -- WF24-------- - - - - -- CBI €;' BETWEEN TRUSSES C CB !CB . ■ ■ '. ■ W /3— 3 HILII PINS S2 9322 NE 6 CB CB CB' B Co CB CB CB CB CB TB1 CB MIAMI SHOR S L CB . . ■ ■ CB F t ` ,F >` CB CB CB CB CB CB CB CB CB CB CB i • CLIENT ...............:>::::>:::.............. ............................... 7 , MARIANELA SOLIS - 11' -6' 2' -9' ISS UES ,$ REVISIONS: TO CLIENT: 08 -01 -2008 FIRST FLOOR P LAN FOUND . SCALE: 1/4"=l'-O" FOR PERMIT: 08 -03 -2008 SEC OND FLOOR PLAN(FRAME). SC ALE: 1/4 " =1' -O° STRUCTURAL NOTES RESIDENTIAL. CHAPTER 44 FBC RESIDENTIAL 2004 (FRC -04) CHAPTER 43: REFERENCED STANDARDS DESIGN DATA: LOADS: FRC -04 SECT R4403 LIVE LOAD ON ROOF: 30 P.S.F. (TABLE 1614 FBC & TABLE 4.1 ASCE7 -02) PROJECT COORDINATION: DEAD LOAD ON ROOF: (FLAT) 20 P.S.F. (SLOPED) 25 P.S.F. LIVE LOAD ON FLOOR: _ —P.S.F. DEAD LOAD ON FLOOR: P.S.F. BEAM SCHEDULE WIND (ASCE7 -02) NET UPLIFT LOAD ROOF. 39(1) 59(2) P.S.F. TOP DRAWING TITLE: SIZE WIND SPEED= 146 MPH OF (BXH) REINFORCEMENT ® STIRRUPS BUILDING EXPOSURE C CATEGORY= C MARK BEAM (INCH.) B T I C NO SPACING REMARKS FOUN IMPORTANCE FACTOR 1 61 +9' -8" 8 X 12 2 # 2 # - # ® 5" O,C. Kzt = 1 K 1 TB1 +9' -8" 8 X 12 2 #5 2 # # 012" D.C. 2ND FLOOR FRAMING TOP OF FIN. G DE ENCLOSED BUILDING ST —B +8' -3" 3/8" X 9" 9 "X3/8" X11' STEEL PLATE MATERIALS SPECS. & STRESS: TB VAR. 8 X 12 2 #5 2 #5 # ® 12" O.C. SPACE STIRRUPS 0 5" O.C. OVER OPENINGS CONCRETE(fc): 3000 P.S.L(AT 28 DAYS) (ACI ° 318 -02) (FRC -04 SECT R4405) AND 0 48" O.0 GROUT(fg): 2500 P.S.L(SLUMP 9)( +/— 1") MASONRY: ASTM C -90 -02 (TIE COL /TIE BEAM SYSTEM CONC. BLOCK UNIT: ASTM C -90 -02 (TIE COL /TIE BEAM SYSTEM) FCPA -97 STEEL BOLTS: ASTM A325. ° ` _:-` ,; STEEL BARS: GRADE 60.(ASTM A615) COLUMN SCHEDULE(C ONCRETE U.O.N. ) REVISIONS: DATE 1 #5 ® 12 O.C. EMBEDDED 6 IN LIGHT GAGE STEEL: ASTM A -446 GRADE A EXISTING WALL FOOTING dS REINFORECMENT �� E - — ADD 2 #5 CONT. ' � •' : `� �' .; „ LUMBER RAL STEEL: ASTM —A36. MARK TYPE VERTICAL REMARKS ' .``v 11NG 110 FOOTING TIES (FRC -04 SECT R 44D9 2317.1) : '`.. W4 2 #5 CONTINUOUS NDS- 01(DESIGN SPEC.), AFPA- 92(STRUCTURAL DESIGN DATA), AOA- 01(DESIGN VALUES) C, 8 0 x 12 4 # 5 #3 0 8 " O.C. LUMBER USED FOR JOISTS, RAFTERS, COLUMNS, BEAMS AND/OR OTHER STRUCTURAL C2 8" x 24" �� 8 # 5 #3 0 8" O.C. - ` MEMBER SHALL BE OF A STRESS GRADE NOT LESS THAN #2 GRADE OF SOUTHERN PINE, CB 8" X 8" 1 1 5 - GROUTED CONC. BLOCK CELL 18' DOUGLAS— FIR — LARCH, HEM —FIR OR SPRUCE PINE FIR LUMBER USED FOR STUDS IN EXT. WALLS AND IN INT. BEARING WALLS SHALL BE OF A SCALE: INDICA . STRESS GRADE NOT LESS THAN STUD GRADE OF SOUTHERN PINE. - — - DOUGLAS —FIR— LARCH, HEM —FIR OR SPRUCE PINE FIR UNITS:* FEET & INCHLS A —B EL S11CI OD NO LE S 0 9 X 11p6 PARTITIONS SHALL HAVE A M OF �❑ DRAWN Env: SECTION AT EXISTING BUILDING SOIL BEARING CAPACITY- CAD NAME: MARIAI - SOUS D8 - _ J - AS PER FIELD INSPECTION. THE SOIL IS SAND AND ROCK WITH A _ BEARING CAPACITY OF 2000 P.S.F. NOTIFY ARCHITECT FOR FOUNDATION - SEE SCHEDULE SEE SCHEDULE PROJEC iNO : `2008 - 01 9` INSPECTION, LETTER CERTIFYING THAT THE FIELD CONDITIONS ARE SIMILAR - ` ` . - TO THOSE UPON THE DESIGN IS BASED, IS REQUIRED, BEFORE PROCEEDING WITH THE WORK. TYPE O TYPE II TYPE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE 2 #5 X 6 DESIGNER AND MAY NOT BE DUPLICATED, USED, OR FOOTING SCHEDULE ADD L CORNER DISCLOSED WITHOUT WRITTEN CONSENT OF THE DESIGNER ARCHITECT IS NOT UABLE FOR THE CONDITION OF WALL FIG. REINF. - BARS MARK SIZE REINFORCEMENT REMARKS ANY EXISTING STRUCTURE AS NOTED ON PLAN F1 36" X 36" X 12 5 #5 EACH WAY TOP - BOTTOM WF24 24" X 12" CONT 3 #5 CONT. - WF34 34" X 12" CONT 4 #5 CONT. SEE SECTION A /S1 (1 #5 CROSS BARS 0 12" O.C. WALL FOOTING j c9 SEE PLAN 4 #3 STIRRUPS ®12 O.C. BALANCE `11 1 #5X6' WITH 30' # 3 0 48 O.C. (U.O.N.) 90 BENT FOR EACH REBAR IN WALL FTG. 30" NOT VALID UNLESS EMBOSSED SEAL FBC R4404.33.1.2 DRAWING BER: WALL TIE BEAM SEE PLAN PLAN: CORNER REINFORCING FOR WALL FOOTINGS CORNER REINFORCING DETAIL FOR ALL TIE BEAMS I O : 1 II i� I I I II A I a I I I i e y i V I I I i i I �I _ w il CCU t i a s w ! w n . P I I �a I I I i i i i i i uA I