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HomeMy WebLinkAboutBUILDING SITE PLANS"i I i� I _I kif. N -.fir -0- 10-0 1/2" 1_ L" I IZ 3ZEt Rujer _ M.C. it 12-0 112' 0 X 8 CMU CULL — � W1 111 rr 5 REDAR li7 II 121 2 X 12 WO. BEAM n IItit flip fY FLAT CLG. n WIRE LATH a STUCCO — O NNN a 6-2' °I FL �4 -G 4 -7 V2_-_-P 9 -0 I/Z" rr FLn LL13 MASTER OEUROOM r " 2R SI-I - --<-- ---- � 'rge qy GEIUJvC� _ ,� b° 3'a� U Z9Z rx� -. EGRESS _ -- — ---L� I ..1=�z Imo_' n rl 1(_1 I iB fE-1, -� "I I 6069 SLbL.OR.T I Du I ITEMP.I 'I r - I �-RANGE W/ I � - i ° 4 O 13F HOOD it h N m I IJEDR00M 2 111 1\, IY.LC. 33 W X 32 D °�° IUTCIIEN r I I p' FLAT CLG. 1 r VAULTED CLG. I {� _ 2068 AC PLATFORM cA , _I - L - - - -- - - 36'CAB. !It to -� 5-0" _ LAUNDRY Be , BELOW -� D FLAT CLG. g_6 I 9 6" ;1; T-10 1/2' FI w _ c==_�-------- �- 1IIO Zoxt° 2-� 3-2- i ---�-- _ AI-IU r' Id T�1 - - 6 rt 40GAL. — yallxZbLjTj rM------ - - - - -- CEILING RIDGE---- �TI I DFI M I 3 6" rs' _ B 6I/2 ( x UATIf 2 I'1 It r - 5 0 u1 206U FLAT CLG. 1 I - 200 AMP AT91L ACCESS SERVICE f 9 6 I/2" - SERVICE PNL. x --_—�� N LIVING ROOA1 22" X 54" VAULTED CLO. bj v LU GARAGE. - fi{ 0' FLAT CLG. UEDROOM 3 Lp ul b pi by p' FLAT CLG. J - _ 1 4 p OF 1 ---------- - -- --, -- ' •i I- - - - - - - - - I11 121 25 SF� COI_, ENT'[? Y II -0" NUJe tnnJ e sluco 741V - _. I _ 12" RhK), COL.W/ 2- 1155 f21 2 X 10 � 1' IFE L-- 1 - W/ 16 X 16 X 12 BA5E WO. BEAM 25 611 CUL, EISS IT-4- � � _ 12-4" E a 5-4 I� i 5'-0' 5-0" 16-0- X 1, 0- GARAGE DOUR 91, LUCIE COUN I ' BUILDING DIVISION 1FV1FWED FOR( )1j� I 1C I6-0 O;vIF1vFU BY— b f- aAlr, - I0-8, -- Oil NO INSPECTION WILL BE MADE. SLEEPING E LNG ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING THESE PLANS AND ALL PROPOSED WORK OF 5 SO. FL ' FBR 1 GROUND FLO®RS, 'ARE SUBJECT TO ANY CORRECTIONS , M110 5.7 SO. FT. FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24'H OR 20-W REQUIRED BY FIELD INSPECTORS THAT' FILE JAI( y SILL NOT MORE THAN qq" ABOVE FLOOR. ±MAYBENECESSARYINORDERTO ;, COMPLYWITHALLAPP�ICABLE.G�ODES E No s°VIEW D F Iln F" I I1 f E NET, AND REVIf.WEU FUII t'trM!'I 14Ni' C7F FHC 160E.1.4 FOR ofIr (11 MF I' l',C7WINri 2- 2 X 12 W/ USP WM 35 INfEHNAI, s y 1/2" Jd J-001-1 6" EMB. WINDHORNE OF HRIS Pll"I I I I I IN 2 - 2 X 10 W/ SIMPSON I IUC410 SIMPSON IEE(A20 IMPACT I1E5151ANt'F ul a;lur I- 121 2 X 12/ / 10 - 3/16' id X 2 1/4• TAPCONS A W/ 16- 1013 X I I/2 NAILS HAVE BEEN REVIEWED CE WITH THE FLORIDA )E, 87" LUC7E COUN REVIEWED FOR REVIEII'ED 1' DATE PLANS D P 10-- INSPECT EAR PORCI-I DETAIL ATS VTTli-ji'EU •- AP-9A as -,M`Ir s i T7�15Q r- II-(1 SEC- AZ'A f,10-ffIMP9T6K k a- k CeGEF C MY 3 F, 0, k.. AREA SCI-IEDULE. A/C AREA— - - - 12YI GARAGE ---------3?4 PORCI-I---------- IGL, ENTRY - - - - - - - - - -- 16 U: LDIN'(:DIVISION 10 FAL— - - - - - - - - 1043 cE MUST Br KEPT ON JOH� (� WILL BE h1ADE. CONrEALED FASIENEIIS ON Al IACIIMGNIS A11E II IE IIESI'ONSINILI I Y Or II II: roN1NACfoil Og it#t Ilj I.00NIY HEALTH DEPT' ENVIRONMENTAL WEALTH SECTION SITE PLAN APPROVED FOR CONST. SUPERCEDES FILL PREVIOUS SCrE PLANS FOR OSTUSH TZ 3 pf�E 411 l306' REVIEWER: - - _� c a"s-�� W i° > Ulu o c� I uTIn C1. lLl J LI] �LnLr)�� `_' 1 L� 031- �7 I_1 rwl.LtL JQP 4P' 4, (' 11 O O SCANNED BY it. Lucie County OCT. I. 2002 1 OFFICE: MODEL: FAX: MODEL HOME: 1941 PORT ST. LUCIE, FL 34984 CITY OF PORT ST. LUCIE BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: CONTRACTOR: I.D. PRODUCT MODEL NUMBER MANUFACTURER GLASS METHOD OF ATTACHMENT EXPIRATION EXPDATE DESIGN PRESSURES 1 O SWING DOORS INSWING/OUTSWING THERMATRU [ O R EQUAL) 2X BUCK TAPCON 12 OC 1-1 4 EMBED 20 10 X 2-3/4" SCREWS- 6" FROM ENDS,_12"OC 02/28/07 +55.0 PSF —65.6 PSF_ OOVERHEAD DOORS 8000-8100 WAYNE DALTON _ 1-5/16" X 1-3/8" LAG SCREW PER BRACKET _ +32.3 PSF —32.5 PSF- +43.0 PSF —56_1 PSF 3 SLIDING DOORS 500 SERIES 2" HT. TRACK SILL NUAIR 3/16"` TEMP 3/16" X 2-1/2" TAPCONS; FILL ALL HOLES _ _ __ 06 30 06 / / FIXED GLASS 900 NUAIR 3 16` I.G. 3%16 AN. 1/4" TAPCONS, 1-1/4" EMBED; FILL ALL HOLES 10/31/07 —50.6 PSF 40_6__PSF +40.8 PSF 40,8 PSF 5 O WINDOWS 900 NUAIR 3 16" TAPCONS, " _ / 1-1/4 EMBED FILL ALL HOLES 09/30/07 MULLIONS 1" X 3" TUE-- NUAIR 813 21 31 16 0 X 1-1 4" EMBED TAPCONS (6) NAILS PER SHINGLE _ 05/30/07 ±78.0 PSF ROOFING 25 YEAR OWENS CORNING 08/21/07 110MPH SIDING STUCCO -- - -- SOFFIT 12" VENTED CAMERON ASHLEY 1-1 2 NAILS 12'"OC _ ±51.4 PSF _ HURRICANE PANELS OSMI ULTRAL-IGHT OCEAN SHUTTER 1/4-20 BOLTS 12"OC 09/27/06 ±75.0 PSF I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED IT. (ARCHITECT OR ENGINEER OF RECORD) SENG CHAI—TAN , P.E., P.A. _— CERTIFICATION NUMBER: EB 9423, PE 46765 p r t CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT „',MAYBE NECESSARY IN ORDER TO 'COMP.LY WITH ALLAPpLICABLE CODES:.. FILE COPY THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, CODE: FBC 200,zll- JURISDICTION: ST. LUCIE C _UNTY PROJECT ADDRESS: PROJECT NAME:_ _ /�® ARCHITECT/ENGINEER: SENG—CHAT TAN, P.E. TYPE OF CONSTRUCTION: CBS X FRAME _ BUILDING DESIGN: ENCLOSED X PARTIALLY ENCLOSED OPEN WIND SPEED (3 SECOND GUST): 130 X 140 EXPOSURE B INTERNAL PRESSURE COEFFICIENT ±0.18 IMPORTANCE FACTOR 1.0 MEAN BUILDING HEIGHT <30 ET OVERHANG 1 FT ROOF PITCH SEE ELEVATION ROOF DEAD LOAD (DL): SHINGLES 7 TILE _ 15 FRAMED FLOOR LIVE LOAD (LL): DEAD LOAD (DL) WINDOW/DOOR DESIGN PRESSURES ON ELEVATION: YES __.X NO COMPONENTS AND CLADDING WIND PRESSURES SEE ELEVATION SHEET___ SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X ENGINEERED BY: N In00 6Ow yU In cqNr VL >co J � w � Q0X Q c 001 ��ly O Q J m N U o r �o a ,- a EC f� o ai W CM w Q BUD a —01 � Lee a `s�u- a z ` Q N Q uJ m W U U Lu M 0- U) Lu �� Un J z Q>o (D z cWn cg W Z Wiz 0 _z5 U- �— m W ti = �7 ®Q Lf SENG-CHAT TAN EB 9423 PE 46765 SENG�CHAI TAN fie 0) Pc�Ae STRUCTUR, AEN&INEER �°y`� Q EB 9423, PE 46765 WEST PALM BEACH, FLORIDA 33405 SIGN & SEAL 1 18-8` 18'-0 1/2" M.C. _ 12'-0 1/2' • e X 6 CMU COL. m W/ (1) N 5 REBAR II f212X12WD.BEAM II m PORCH U CT 8' FLAT CLG. „ WIRE LATH 8 STUCCO — lJ M. BATH 4'-7 1/2` 9'-0 1/2` _ FLAT aG MASTER BEDROOM " b° 3° � U Z�2Tx HB 10-m r - - 6068 SL.GL.DR. DV N -0" ral Oa (TEMP.) I I i r----- RANGE FOOD W/ ) �- W.LG. 33 W X 32 0 °N°° c I(ITCHEN P _ IO 20 88 AC PLATFORM �p VALLTED CLG. IQ - L - - --- -- --- 36'CAB 5-0" LAUNDRY 68 BELOW n "' 8 FLAT CLG. 1 , IA 1� � N UD a 2oxto 2'- 3'-2" - - AHU fIA t7l to 40GAL ybf°yxZb�L� r�I------ - - - - -- CEILING RIDGE- - - - - - -m(�i VTR 6' WALL ' 5-0' 8-61/2' m '--200 AMP IC ACCESS SERVICE PNL. X N LIVING ROOM 22` X 54' VALLTED CLG. C e � GARAGE' 8' FLAT CLG. --------------, I.. - ---------- I I _ t I - I I - I I - I 1 iQ I I • 1 - 17'-4- 16-0" X 7-0" GARAGE DOOR Z1xlo-- I (�.UI�III;cTIo1J Dt;fyF,sl�_.: �DNtY� of �1yTr�`( SIMPSON HCTA20 W/ 16- 10d X 1 1/2' NAILS (2) 25 Sri COL. t II� ENTR Y i9 r11RE LATH 8 STUCCO 12" RND. COL. W/ 2- #5 S (2) 2 X 10 W/ 16 X 16 X 12 BASE WD. BEAM 12'-4" _ - 5-4` THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT MANY CORRECTIONS .; CONCEALM ANNlA$ ORATTACHMOM REQUIRED BY FIELD INSPECTORS THAT ARETHERESPO1 l+WOFTME F:MAY BE NECESSARY IN ORDER TO 4 C0NTRA0tR04800R0 COMPLY WITH ALL APPLICABLIE CODES, 2- 2 X 12 W/ USP NFM 35 1/2- id J-BOLT 6` EMB. 2 - 2 X 10 W/ SIMPSON HUC410 (21 2 X 12/ 10 - 3/16" d X 2 1/4' TAPCONS 2 X 10 BEAM axa/ I? x 12 COL. THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, IfeUkIP zs ENTRY/REAR PORCH DETAIL N.T.S. Aa9,4 l2.fi{i r r77Y5-0 z 11-re, -i1= A954 H2oura�P ; pVjt_IMpT-oM ,k O.(t k Gorrrf i E% k 1%, % 0, t c Y. t i"It S F, 0, k. pI R,40BFhI WIN SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SQ. FT. FOR GROUND FLOORS, 5.7 SO. FT. FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24'H OR 20'W SILL NOT MORE THAN 44" ABOVE FLOOR. 14'-3 1/2'1 BEDROOM 2 8' FLAT CLG. 6'-2` 7'-10 1/2 -6` 16 BF I cd x BATH 2 2868 FLAT CLG. BEDROOM 3 Pt 6' FLAT CLG. 40BF ?4il/ — a FILE: COPY M 9- m r AREA SCHEDULE A/C AREA ------- 1291 GARAGE - - - - - - - 74 PORCH -------- . 162 ENTRY ----------- 16 TOTAL--------- 1043 N ST. L.ECIE COUNTY BUILDING DIVISION REVIEWED FOR Ce7r*.1 LANCE, ISR'E REVID Y 'C/' _ DATE, q jll A! PLANS ANIJ P Ri T NILST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING: INTERNAL WIND PRESSURE nf. WINDBORNE DEBRIS PROTECTION ■e (tJ mV m Oomun co g `" I U- M JLLn� CQ Ps- 6 © m iIT U)) U) MI—— f" N J W Q m 0 QP s OCT. 1. 2002 1 IMPACT RESISTANCE GLAZING (Int.) NOv 1 `1 IM UEC 10 2002 DEC 12 2005 Fl-�Ivo,,L I so MPI+ 3 rsc G(A>" er-(L rr-c Z,04- DESIGN PRESSURES FOR OPENINGS. Garage Door :+25.9 PSF, -31.0 PSF All otliers +30.4 PSF, -40.7 PSF ITYP —f— Z S-- 9 3r, IN 12 5 k�AN o pI ° 7 ,ao RIGHT SIDE ELEVATION LEFT SIDE ELEVATION I ,t3o,4 ,yo.1 BACK ELEVATION FRONT ELEVATION 12 5 THESE PLANS HAVE �H THE FLORIDA EEN REIIEWED IN ACCORDANCE WI BUILDING CODE. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH -ALL APPLICABLE CODES:'; z -------------------I FILE COPY CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 12 5 �� ®® 1��vN �d" 4-STUCCO NND-, etldi7Fm ®'-e- FF.E. (ASSUMED) w ?gym ZLD 0 LLnm Uj OLLM m :D J allies WULa m CD rL U1 I-- ED M U) ��m - n (1"' to �-- — 0 O # U E_ IN N (L n J z w m z O w wU) w OCT. 1. 2002 2 DEC 10 2002 DEC 12 2005 U. FPL METER p 0 FPL METER E 220/AL DISCONNECT ALL BEDROOMS OUTI.ETS ARE REQUIRED TO BE AFCI PROTECTED (2002) NEC pROVIOED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDINGS WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVE NOTE: ALL OUTLETS IN SLEEPING AREAS TO BE ARC FAULT IRCUIT INTERRUPT. THESE PLANS AND ALL PROPOSED WORK THESE PLANS HAVE BEEN REVIEWED ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT IN ACCORDANCE WITH THE FLORIDA MAY BE NECESSARY IN ORDER TO: `' r-nMPIYWITH ALL APPLICABLE CODES,.. BUILDING CODE. RESIDENTIAL LOAD CALCULATION SO FEET WATTS/SO. FT. GENERAL LTG 1291 3 3873.00 SMALL APPLIANCE LAUNDRY DISHWASHER DISPOSAL WATER HEATER DRYER RANGE TOTAL OF OTHER LOAD FIRST 10 LW OF OTHER LOAD BALANCE OF OTHER LOAD o 401. TOTAL OF OTHER LOAD HEAT (10.000 KW X 40'/.1 TOTAL LOAD SERVICE SIZE 21000.80 VOLTAGE 240 USE 200 AMP SERVICE OR GREATER FEEDER NEUTRAL LOAD GENERAL LTG 1291 SMALL APPLIANCE LAUNDRY DISHWASHER DISPOSAL TOTAL FIRST 3000 AT 1007 BALANCE AT 35% TOTAL RANGE AT 70Y. TOTAL NEUTRAL SIZE 13711 VOLTAGE 240 (21,8001240 VOLTS) 90.83 AMPS 3 3873,00 51.85 AMPS 1-4;0A 1- 4/0 AL- 1-2/0 AL 200 k"P METER CAN 1/2' PVC S 00 .4 f f t-10 BARE COPPER 2 1/2' IMC CGINDUIT IU 2/0 X HHH ALL 12) 4/0 AL 1/2' 2 HOLE STRAP 10 OR GREATER AMP MAIN BREAKER 30 CIRCUIT. 3N. IPH. METER ELECTRICAL PANEL 2- 4/0 AL 1 1- 2/0 AL - j--j J II(—JII � A/C DISC, 2- PVC GRADE r ` 1 jp i`Y{o STecI :J-A) 5LAPJ r �,'� i� LENT ° i'�Pr ELECTRICAL RISER DIAGRAM N.T.S. x4 LFER GRIXdJ) BARE TO FTC, STEEL REBAR 0' MIN m >Q La CD O� MLD ❑ Ln L4 w—. � Y J In O LL M i ::D ly LLI L m—co cn Q QJLLn IN o 1.-: 6 ( q < p- _ c N � �Lj F, 0- OCT. 1. 2002 3 L- w4 1 tl I'M DEC 10 2002 DEC 12 7005 ti RECESS a cUni.ir_ o i 3" VTR CO . 3' LAV 2_ U M. ElA 11-I 3' 3' VTR 3' 3 LAUNDRY ,f- 3' /// i 3 WASH Co ii co 51' THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2' VTR 2' VTR 2. KITCHEN BATH 2 2` THESE PLANS AND ALL PROPOSED WORK 3" L^V .&ARE SUBJECT TO ANY CORRECTIONS oW REQUIRED BY FIELD INSPECTORS THAT co {} / MAYBE NECESSARY IN ORDER TO 4 WC // COMPLY WITH, ALL,• APPLICABLE CODES;' 2 3TLB . 3 co TO SEWER OR SEPTIC TAW SANITARY RISER DIAGRAM IO SCALE >rnCD C> E cp :? O U) eJ OLLI � ED CD Li]Uc\ rL L)j T '0InN- U� < cn (Z' f—" UJOr` f - a- U 1 OCT. 1. 2002 4 DEC 10 2002 DEC 12 2005 TYPE LENGTH 2'-10" (48") PRECAST 3'-6" 148") PRECAST 4'-0" (481 PRECAST 4'-6' (54") PRECAST 5'-4" 1641 PRECAST 5-10" (70') PRECAST 6'-6' (78") PRECAST 7'-6" (901 PRECAST 9'-4" (1121 PRECAST 10'--6" 1126") PRECAST 11'-4' (136') PRECAST 12'-0" (144') PRECAST 13'-4' (1601 PRECAST 14'-0" (168'1 PRECAST (176") PRESTRESSED 15"-4" (184') PRESTRESSED 17-4" (2081 PRESTRESSE 19'-4" (2321 PRESTRE ED 21'-4' 1256') PREST SSEO 22'-0" 1264") PR TRESSED 24'-0" (288") P ESTRESSI LINTEL SC MANUFACTURER: �Asr LINTEL NO. LINTEL LENGTH SAFE GRAVITY APPLIED GRAVITY LOAO, O7-^_--26I+' !LOAD .. SI o-- 3 �^ - O 7-G 300 O1•L o - o j -- LUC. 15 l9 2l� — 22� 23 ;HEDULE SAFE APPLIE BEAM LPLIFT LPLIFT LOAD LOA%Ax COMPOSITE y.6x IS F20-I6/T 9r�,u S-OJ_ QI'16-llTr� 18i=rb-r�lI -�24 " I Iry I OF lb-r617 7-63z- I Iav I or-fb-113/T NOTES: MOMENT AND SFEAR FROM ALL LOADS IMLLDEO GIRDERS AND LFLIFTS 1 HAS BEEN CONSIOEREO. Beam height shown are minimum required and can be increased without Engineer's comment. m U BFB-1B J o,. � . BF16 B TEL STEEL 8 6-18 L NTEL HAS (1) 05 IT. ALL LINTELS 4" MIN. BEARING z---------- 4'-8" _ , _ 4'-B" _ 8'-8 1/4" M-049-4 1/4' (2) 2 X 12 WO. BEAM G, r, � ID tol-lo -8' 6-10" T-T -----------=E-'f- - -- - - - - (n m in (2) 2 X 10 t; WO. BEAM wiiL%JLWI GOJ m PLANS AND AL PROPOSE WORK SUBS TO'A CO EC IONS ►Y BE NECESSARY IN ORDER TO PLY WITH ALL APPLICABLE CODES' FILE CO THESE PLANS HAVE SEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, LLI Oj omLo CO U) LI 0 LJL ea cat f0Y Ljj - t1. -J::)° -ram 0Ln 0 m - U) U) OD co ( J W M Ua` 4F, W � W 00 <C � Z zw dW � AUGUST 26. 2002 5 t10V 19 nm 1 OEC 10 2002 DEC 12 2005 a �9 v r- m '-4ll 1 _ 20'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES: ,I FILE CON THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH IHE FLORIDA BUILDING CODE, CONNECTOR SCHEDULE TRUSS BEARING TRUSS CONNECTOR QUANTITY CONNECTOR FASTERNERS ID POINT UPLIFT DESIGN UPLIFT i HETA20 1 1805 10-1 Odxl -1/2" D1G, BIG AO SIMPSON 2782 HTSM16 2980 8-lOd NAILS, SIMPSON 1 1175 4411/ x 2 114 PERFECTION TRUSS TRUSS LAYOUT 12/16/2004 TRUSS ENG: 11/112005 C 1. TRUSS TIE DOWN. 1 • AT MASONRY BRG: SIMPSON HETA20 (10-1 Odxl-1/2") FOR 1805#, AT WOOD BRG: SIMPSON MTSl6 (14-1 Odxl-1/2") FOR 840#, EXCEPT AS SHOWN IN THE CONNECTOR CHART. 2. ALL JACKS UP TO 7 FT USE HETA20(5-1 Odxl .5")/MTS16(10-1 Odxl .5') FOR 500# UPLIFT EXCEPT AS SHOWN. 2. POSTS AND HEADERS. 1 AT POST BASE USE MTT28B (24-16D NAILS, 5/8"X6" W.A.B. OR AS SHOWN) 2. HEADERS/WOOD BEAMS ARE 2-2X12 EXCEPT NOTED, TIE -DOWN USE 2-MTS16(14-1 Odxl .5") OR HETA20(14-1 Odxl.5") OR NFM3(ONE 1/2" J-BOLT 6" EMB.A" FROM EDGES). 3. ATTACH VALLEY TRUSSES AND PIGGYBACK TRUSSES, IF PRESENT, TO MAIN TRUSSES PER TRUSS COMPANY DRAWING, 4. TRUSS TO TRUSS CONNECTION BY TRUSS COMPANY, INSTALLED PER MANUFACTURER'S SPEC. 5. LATERAL FORCES PERPENDICULAR AND PARALLEL TO WALL HAS BEEN CONSIDERED (LESS THEN 300 PLF). 6. BUILDER TO PROVIDE TEMPORARY BRACING TO PREVENT TOPPLING OF TRUSSES. SEE HIB-91. 7. OTHER SPECS, IF DIFFERENT FROM ABOVE, HAVE THE PRIORITY. SUSANNA II ( WITH TRAM FBC 2004 6.AnV r.; C STRUCTURAL ENGINEERING: SENG-CHAI TAN, P.E., P.A. CA 9432, PE 46765 345 ALHAMBRA PL WEST PALM BEACH FL 33405 vJ oJP Off' P �JQp�QQ�' N Q~ u DEC 12 2005 ALL WALLS SHOWN ON TH15 LAYOUT ARE TO BE LOAD BEARING w I GJ I GJ3 GJ5 GJ, , G. I PERSPECTIVE VIEW ROOF LOADING (LOADED AS FOLLOWS) TOP CI-IRD. (LIVE LOAD;, 20 ps.C. TOP CHRD. (DEAD LOADA I pe.f. BOT, CHRD. (LIVE LOAD)s 10 p,s,f. BOT. CHRD. (DEAD LOADA 'I ph.f. TOTAL LOAD, 44 p.s.f. DURATION FA(:TOR, 1.25 FILE: COPY coit��a;- _OAATtAC�pl ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 4 MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. NOTE: • ALL BEAMS AND HEADERS ARE BY BUILDER. FRAME DOWN AS NECESSARY, BY BUILDER. *a •�4 h oi''e o� `SAC bb G 4Gv CO.,NAILING PER SIMPSON STRONG -TIE INC / CAT. C-200 SINGLE 2X SIZES DIMENSIONS FASTENERS MODEL NO. W H B CARRYING MEMBER CARRIED MEMBER MISC. LU524 I S46" 3 V8" 1 3/4' 4- 10d 2• loci LUS26 1 9/Ib' 4 3/4' 1 3/4' 4. 10d 4- I0d HU526 1 5/0" 5 1/8" 3" 14. 16CI 6- Mod HG1.1526 15/8" 5 e0w 5' 20- Ibd e- 16d HGU528 1 5/1. 1 VI6" 5" 36. 16d lo. 16d HUS25 15/6" 7 3" 22- Ibd 8- Ibd DOUBLE 2X SIZES NGU826-2 _ 3 5/16" 5 5/Ib" 4' 20- Ibd 8- Ibd HGUB28-2 3 5/Ib" -1 1/16' 4' 36- Ibd 115- le'd 14HUS26-2 3 5/16" 5" 1 3" 14- 16d 6. 16d TRIPLE 2X SIZES HGU816-3 15/IE"' 4 I/2' 4' 20- Wd 8- Ibd HGUS28-3 15/lb' 1 1/8" 4" 1 36- Ibd I W- I6c = &'-1" (TYPICAL) 7/7- vAULTED CLC"f. TRU55 BEARING HEIGHT SCHEDULE APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS SQUARE GUT OVERHANG STANDARD HEEL HEIGHT 12 44 POUND LOADING rJ 140 MPH WIND SPEED ASCE 1-02 / CAT. II, EXP. E3 (CLOSED BLDG.) / 4 1/ib" /m 2.5 0 12 (511 UNLE55 NOTED P RCS OTHERWISE TYPICAL TRUSS END DETAIL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, INCLUDING ROOF PITCH, HEEL HEIGHT OVERHANGS, ETC 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. TITLE DATE ALL SPACING IS 24" O.C. EXCEPT AS SHOWN DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES. NO BACKCHARGES WILL BE HONORED. WARNING ERECTION BRACING AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR, PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS, SEE "BCSI-BI SUMMARY SHEET -GUIDE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. NOTE: IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION, PERF=ON RV S46S . S " NVE SUPPORT THE BEST " 5225 45 M STREET VERO BEACH, FL 32%7 PH 772-567-9994 - FAX m-567-9997 CUSTOMER: uSV INCENT MONTAL TO CONSTR. PROJECT: vUSANNA II -W TRAY &L-- 10 Nov 05 - 10:43 KEITH B. I HHU546 13 5/8" 1 5 1/$' 1 3" 1 14- Ibd 1 6- 16d I 1/4 1 12/Iro/2004 IKET DEC 12 2005 1/2° 6LOYWOFFFO &8E w/(6)tOdX1-1/2"LATH & STUCCO TYP•AT k1sP4 EACH STUD (2) 2X4 2X4 016"OC �— ITETA20 w/02) 10d X ^ U16R-1c.H . TIE BEAM f1 �yt4tN xA•�w�L1b1"% r KNEE WALL DETAIL SCALE: NTS �LL ark KG iSPb oR zXO " Irp$ - ---�H-O-OK HOCK II (1) #5 (I_ II II II HOOK BLOCK TRANSITION SCALE: 1/2" 7RUSSfSCI"24RIOC O W1M1:D AP RIWED HURRICANE NA�. UIIOR SSEE FASIENINO SCIIEUUt4P PLATE WjHI USPCTP�XUOR151Mp?OIT SPA ���1i q6 1NAMII Uas pDo, POVE%AP LSPLIWCEst -TrtU53 /h/''/ I 2� l- �Ib°Ip y sTA'° o G1iG 5 F4.�r(� 7YP. TNT" Z - ST/1 t" C- W , LL. ' T , 1/2" DRYWALL (WNJS * UL05) f2X4 WOOD STUDS ®IB" 4C 1 /2•XR: fi ENMBED d @O TS. �AB•Oa' j AT _ ENNDS & COR 11q S. F BEO WIEO�E BOL1Y4 WA59ERS OR 1 /2 A, CORNERS , C3Z DC, 1 T NOS1 SIRAP EACH STUD 10 Onom PLATE FOR GARAGE F09TING WITH USP 1PAX DR SI ON SP4 SEE SECTION 'A BELOW WOOD BASE i CONCRETE SUB (TYP16N-) is l� ��----�-- 1faxA � INTERIOR BEARING WALL ' SCALE: 1/2" L4REGESS_ BEARING WALL FOOTING A GARAGE CURB -10P OF FRAME WALL OR WOOD BEAM TO GABLE END CONNECTION 1 Gd "NAILS GABLE END TRUSS ® 6 O.C. ((��)) BLOCKI1Jf2 %PUIRED LS 0 BAYSD —F—_ RACK NAIL 4 D.C. 211 FRAME WAALML— �eI p R ~ N1�IL STIEATI ZING 6" W/2X4 VEF121. 24UOC ANU 4° O.C. EDGE! 7x4 L yRACF w/i(Jd �ILg ---- -� OM MON TRUSS ON VERTICALS MORE THAN 48 HEIGHT. 2X4 RAI RUFJ TYPICAL) CONNECT BQ 6C NAI p5p L a QCC OR GW8S4 07 OC NO EMBE EU ATRGABLE ENU 2XBPT V1/2"0, J-BOLT$ V/5" MIN. EMBED R 1 2' X 5-1 ,2' WEDGE ANCFIOR (( SIMPSO%% MSTA18 AT 48'OC Ar� WIIIjiN OF EA. END EACH ENU7)(4) Tod `Xl6. 1X21 NAILS STEEL WASHER RE( D. 6(2X4/2X6PT w/VAULTED CLG.) IIAPCUUNS AT MASONRY WOOD FRAME GALE END CROSS BRACING SCALE:I (2) #5 ----------------- -- 12" TYPICAL - - ---- - - - ----- -- (2) �5 #7 g" BEARING fR� ) BEIAM OVER GARAGE DOOR N.T.S. /-(2) 2X8 FLAT I "—I-IU28-2 (6) :i 4' T+Fxz%h I -rEN O 1/0dx3 TRANSOM BEAM SCALE: NTS I SIMPSON HETA20 W/ (1a) 10d X 1-1/2" NAILS 8 1,X81 Of 12"X12" COLUMI (OR SEE FLOORPLAN 16" WIDE X 18" DEEP MONOLITHIC FOOTING w/(2) #5 BARS CONTINUOUS MINIMUM 3 COVER © BOTTOM BARS G AT 48" O.C. EACH END REQUIRED FOR UP TO 48 AI PFJ+K OF 48" HEIGHT O.C. FIELD S TAPCONS/©1260C (n'P•) --2X4 6"OC (2) 1Od EA END 1/2" PLYWOOD 8d @ 6"OC ARCH FRAMING SCALE: NIS (2) (2) 2OR X10 I, (2) 2X12 w/USP NFM 3AI2 lod 1 /2 W O—BOLT 6 EMBED,19� (2) 2X10 w/SIMPSON HUC410 X 2-3/4 n..l �hJA la- lod• ON TIE —BEAN. (2) MSTA18 w/(14) 1 HETA20 w/(12) 10d X 1-1 ON KNEE WALL turn drly' IQ- I / g_ V y_ ENTRY/REAR PORCI-I DETAIL (WIT✓l r-0000 1?6AM) N.I S. tjAIL I N6 STRUCTURAL NOTES: December 2005 1. Roof nailing. 8d common nails 6" o.c. field and edges typical. 4" o.c. field and edges within 4 ft of Gable Ends and Exterior Raked Walls. 2. Structural Lumber. Minimum lumber grade: 2x12 92 HF, 4x4 #2 SYP, all others #2 SYP or STUD SPF. Plywood sheathing to be APA rated CDX Structural type. All lumber in contact with concrete to be pressure treated. Wood framed bearing wall first stud at concrete connected with 3/16" dia tapcons, 1 ''/z" emb. @ 12" o.c. except as shown. 3. Headers. All headers/wood beams are 2 2x12 except noted, bonded with 10d nails 6" O.C. Interior bearing header w/1 ''/i1 bearing, strapped with 2- Simpson MTS 16 or MSTA18 w/14-1Od nails each end except noted. 4. Except as noted, exterior ceiling high rib lair and stucco 7(8" thickness, with 11 ga 2" long 7/16" head nails 6" o/c., or 5/8" gypsum board blocked seams, with 6d nails or 96 x 1-1/4" screws 7" o/c field and 4" o/c edges. 5. Soil bearing 2500 psf minimum at 95% optimum compaction, contractor to provide. 6. Concrete to have 2500 psi compressive strength in slab and footings by 28" day, conform with ASTM C 90, 3000 psi in beams and columns. Masonry fm=1900 psi. Type M mortar per ASTM C-270, f m=2500 psi. Masonry contractor to verify wall heights, beam depths, masonry opening sizes prior to construction. 7. Grade 40 steel minimum in foundation and footings, 3" minimum cover. Grade 60 in beams and columns, lapped per ACI-318, 1 '/z" minimum cover. 8. All construction must conform to Florida Building Code FBC 2004. 9. Temporary bracing shall be required during the erection of wood trusses to prevent toppling of the trusses. Plywood sheathing must be applied as each truss is erected to brace the top chord. The provisions for temporary bracing shown in HIB-91 shall be used for this bracing. The ultimate responsibility to see this bracing is installed properly during the erection process lies with the permit holder. This bracing is extremely important for the protection of life and property during the erection process. Temporary truss bracing shall always be required. 10. Fabrication of Roof and Floor trusses must be authorized by the Contractor. Prefab wood trusses must be approved by a Florida Registered P.E.. 11. Contractor to obtain the latest product approvals from the manufacturers, verify safe pressures, expiration dates, installation specifications and suitability of the product before installation of all building components, 12. All drawings are considered preliminary until they have been approved by the local Building Department. Do not order any work or material with preliminary ar drawings. 1 ings. 13. Contractor to layout the work, verify all dimensions, elevations, pitch, _and_ceilin her hts prior to ordering any work or material. GARAGE DOOR BUCK 2X6 PT WITH„1/2"0 4-1/8" EMBED REDHEAD WEDGE ANCITOR BOLTS AT 36 O.C. WINDOW/DOOR/SLIDING GLASS DOOR BUCKS: EACH CAN BE NON-SiRUCTURAL OR STRUCTURAL, TO EXTEND BEYOND. INSIDE EDGE OF FRAMES: r nr nnc /crn/rrtrhlr ll DOORS USE TH981 PLANS AND ALL PROPOSED WOFIK ARE SUBJECT TO ANY CORRECTIONS 1,„` REQUIRED BY FIELD INSPECTORS THAT? MAY BE NECESSARY IN ORDER TO'.�: COMPLY 1�!ITH ALL APPLICABLE CODES; PRE-ENGINEERED r.QOD TRUSSES SPACED 2 O.C. 0— R-19 INSULATION 1/2" DRYWAL w/(4)8 5 TIEING AM 1/2" GYPBOARD ON 1X2 PT FIRRING STRIPS OVER BLOWN - CELLULOSE INSULATION (OR EQUAL) 4" THICK FIBERMIX CONCRETE (250OPSI) SLAB OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER CLEAN, COMPACTED, FILL, MIN 957. DENSITY 16" WIDE X 18" DEEP MONOLITHIC FOOTING 3/2 #5 BARS CONTINUOUS MIN. 3' COVER 0 BOTTOM BARS TYPICAL WALL SECTION 12 VARIES FILE COPY i T!1ESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA GUILDING CODE, CONCEALED FASTENERS OR ATTACHMENTS � 55 ���� S5A�yREryTHHEE RESPONSIBILITY OF THE 19� 2 CUXSI'LYWIODUL SEE ENOINEERING�T V S F01ftIIVTING) ITNSUSLATiONN BAFFLE E A�CI IUR SCH EDU�EE 3, AI n — MFTAI DR P ON I-/P FASCIA OVER 2X4 SUB -FASCIA II" = VAT S _ II :SEE ELEV N VENTED ALUMINUM SOFFIT Ir IL II = F CTIANNEL STUCCO FINISH OVER CONCRETE BLOCK 15 DOWEL AT EACH VERTICAL UAR. MIN. 10- i /�" EMBED IN FOOTING MIN. 30 LAP. FILL_ ULoCK VOIDS AROUND EACH UOWEL w 3000PS1 CONCRETE AI (j Al rGN 2K4 & 7x2 r•!vr - I /JEEp6o IF' ?TIC ' pvrR.li �11LT IS „ TO 10 in.lr,rn G 2�2 I'iD'fTf:A IIC'1jLIL SCALE: 1/2" = 1'-0" 00�� I U 1 1'N w0W MMco _y > .A W cr LL"w 0wUO 0.4 J � U 0 010 ►►--�--yy CQ En Q d0 IL a o0 N UE " �G0 0 CIW `r IL W = w z MU 7 Q> J m (L I W 1 0 T.1 Lli 0 Co i a Q �, Of in z �A o� I� o t�liti U by duo ;a �To �Co Tn zwZ DO 14 1 o11 Q 0 �vto V K OJP�� January 2005 SEP 14 2005 — OFFICE: MODEL: FAX: (772) 336-5882 (772) 340-2275 (772) 336-5845 BUILDERS INC. MODEL HOME: 1941 SW BAYSHORE BLVD PORT ST. LUCIE, FL 34984 BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS; SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS: OPENDING PRODUCT MODEL NUMBER MANUFACTURE# GLASS ATTACHMENT METHOD ES WING DOORS INSWING/OUTSWING THERMATRU' 2X BUCK jAPCON 12" OC L i/4" EMBED 20 10 x 2-3/4" psf 1 SCREWS 6 FROM ENDS, 12 O.C. IREES psfVER HEAD DOORS 8000-8100 WAYNE DALTON 1-5/16" x 1-3/8" LAG SCREW PER BRACKET sfpsfLIDING GLASS DOORS 500 SERIES 2 HT. TRACK SILL NUAIR 3/16" x 2-1/2" TAPCONS; FILL ALL HOLES sfsf900 3 NUAIR •G•1/47 TAPCONS, 1-1/4" EMBED; FILL ALL HOLES4 sf IXED GLASS �;, - 50.6 psf ZL- WINDOWS 900 NUAIR 3/16" AN. 3/16" TAPCONS, 1-1/4' EMBED; FILL ALL HOLES + 40.8 psf 40.8 psf f PRODUCT MODEL NUMBER MANUFACTUR€I ATTACHMENT METHOD DESIGN PRESSURES MULLIONS 1" x 3" TUBE NUAIR 813 2 3 16 0 x 1-1 4 EMBED TAP 1 +/-78.0 psf ROOFING 25 YEAR OWENS 6 NAILS PER SHINGLE, 0.12 1-1 4 LONG 110 MPH CORNING SIDING LATH & STUCCO 7 8 THICKNESS, 11 GA, 2 LONG 7 16 HEAD NAILS ® 6" 0/C SOFFIT 10.12 1-112' LONG NAILS 6 O/C AT 12 WIDTH DIRECTION 10 O/C 12 +/-51.4 psi TAMERON SHLEY, ALCOA DIRECTION HURRICANE PANELS OSMI ULTRALIGHT----ffjLAN1/4"0x 2" BOLTS 0 12" 0/C. +/-75.0 psf I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED IT. (ARCHITECT OR ENGINEER OF RECORD) NAME: SENG CHAI-TAN P.E P.A. CERTIFICATION NUMBER: EB 9423, PE 46765 CODE: EBC 2004 JURISDICTION: THESE PLANS AND ALL PROPOSED WORK V ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD PROJECT ADDRESS: V • PROJECT NAME: STRUCTURAL ENGINEERING: SE G—CHAI TAN P E ,P A _ TYPE OF CONSTRUCTION: CBS —X—FRAME BUILDING DESIGN: ENCLOSED —Xs..—PARTIALLY ENCLOSED OPEN WIND SPEED (3 SECOND GUST): 130 140 X EX'POSURE B BUILDING HEIGHT TO EXPOSURE COEFFICIENT 1.0 INTERNAL PRESSURE COEFFICIENT + —.18 IMPORTANCE FACTOR 1.0 - MEAN BUILDING HEIGHT 13.3 FEET OVERHANG 12" FEET ROOF PITCH 5 12 ROOF DEAD LOAD (TCDL): SHINGLES 7psf TILE 1_ 5psf LIVE LOADF (LL)=20, BOTTOM DEAD (BCDL) 5psi FLOOR LIVE LOAD (LL): 40 psf, DEAD LOAD (DL) 15psf WINDOW/DOOR DESIGN PRESSURES ON ELEVATION: YES X NO COMPONENTS AND CLADDING WIND PRESSURES SEE ELEVATIONS SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X � I V c W Lo _ w rTy wv c2 � cA r� �-- N woN d O ra v� u- -iu_ �? vJe -i,sF ACV co �0 a.' o. LL N m C e; a 4 x m ui Ecc rn �a5 wcc E NN E v = Q 3 a w W WLu fr C FEB062^"S COUNTERTOP WINDOW LOCATION /DW\� 812 4 O 0 cW7 WALL 034-1/2"AFF I IIN IT ! Iv (2) 2X10 HEADER I---------- N r MS AS 6N ENTRY CORNER CONNECTION SCALE: 1/2" = 1'-0" RIGHT ELEVATION SCALE: 3/8" = V-0" 19 RIGHT ELEVATION SCALE: 1/4" = 1'-0" FT ELEVATION 12 5L_,-' REAR ELEVATION +30.4 -40.7 SCALE: 1/4" = 1'-O" +30.4 -40.7 +30.4 -40.7 J1- _ - - - - - _ t- - - - - - - - - - - - - - - - - - - - - - - - 4'-2" 14._6" J/2 THE PLANS HAVE BEEN 32SH OBSC TEMPERED ■ ■ -_ ■ ■ ■ ■ _ - TIE BEAM ABOVE_ — ■ ■ — — TIE BEAM ABOVE_ — — p ■ RDA FLORIDA -- SXC6 C U BUILDING CODE, ------ I■ CONCEA a II I p ERES 2868 1 1 L2 II COVERED PORCH TO FR f ~ FOR LOCKIIC0�11 8 -0 FLAT CEILING LATH STUCCO m •� i U II ■ 1 m II m 3 II IG I 4'-73" 9'-03" 4'-41" 8'-11" 6'-2" ---- 2 MASTER BEDROOM ■ - COLNT,�R, TOP 6D30 TU 2D2TXX E T AT 42 AFF 25SH EGRESS 0 TRAY CEILING • ■ ■ ■ ■ ■ I ■ ■ \ N_/ _ _ 9 6068SGD TEMP HBI 1 :J L:G� -,�j r -_- -- I I o KITCHEN m ■ VAULTED CEILING BEDROOM #2 - - --- - - - - - - 10 ; WALL 034- F n 8'-O"/CARPET o DINING ROOM 2sss N VAULTED CEILING 101" 5 _D" - i l ■ 2869 I I PLANT SHELF ■ II BY BUILDER CWHI 2=1" l 00 7,_1 FHB �� N ,I 2'-8" 4 -3" 2 4i 9'-5" FPL METER (� 200 SEA DRYER WASHER � VrR N p, M ILL ■ a ICE �, x N /,'\ in AHU -7� a CEILING RIDGE ��I N ND. 5'-0" 3'-91' v�i QUI \W N N 2868 ■ ~ -QJ 5",=�- �i- �' �'')� ■ r PULLDOWN I I ATTIC ACCESS L----J 18'-5" : 00 c0 9'-�" 6 W L LIVING ROOM N VAULTED CEILING i ■ {�y(� N GARAGE 7 UTILITY PAD o 8'-0'/CONCRETE BEDROOM a Qa j0 RP #3 �_ = ■ r I m o ■Ic - --- ---------------� ■ (2) 25SH COL I (0 1 I ■ ■ I\ //I X ENTRY N j I \ / 6'-8" ? LOTH &STUCCO I (2) 2X70 HDR ■ / I - —__— - IIL ■ I \ \ / / \ f I ■ I iO n AT-20F�OL (ToPgw-MM2 p/1270 C ■ ■ ■ ■ \ 17'-4" 6, 's X R6dCXL'12BAS�EN 25SH COL EGR SS 12'-4" 5'-4- vim - 16070 OHGD 17'-8" 4'-3" 51'-0" SL ING ROOMS PROVIDE AN EGRESS WIND WITH A NET CLEA OF 5 S FT. FO FLOORS, 5.7 SQ. FT. F FLOORS. OPENINGS BE THAN 24'H OR 20'W SILL NOT MORE THA " ABOVE FLOOR. 12 5["�' THESE PLANS AND p'Ff0 OSED WORK CORRECTIONS ? ,?tW4�S THAT +30.4 -40.7 --I ----------------- Pe M TA� NE ORD 130 MPH 3-SECOND GUST DESIGN PRESSURES FOR OPENINGS GARAGE DOOR: +25.9 PSF, —31.6 PSF DOORS/WINDOWS: +30.4 PSF, —40.7 PSF 4 +30.4 -40.7 ------+ — — — — — — — — — — — — 1_ T.O.B. I 0=0" FFE FRONT ELEVATION 1/4" = 1'-O" SCALE: 1/4" = 1'-O" U <beoe�(b co 0.1 NNfrrV CN%� JO ,�C w Ljj�-j L.L u- o Q 2: o 0mmJ pC)o °' D_ a DRAWN BY: DJC CHECKED BY: LOURAN JOB NUMBER: SUSANNAIIL SCALE: 1/4" = 1'-O" U.N.O, START DATE: 05 30 05 PRELIMS: 1st REVISION: 2nd REVISION: 3rd REVISION: 4th REVISION: FINAL: AREA TABULATION LIVING: ENTRY: PORCH: GARAGE: 1291 16 162 374 TOTAL: 1843 „ W M m W wo a ego m co O_ Z�"�`"<� Z rn Jm W�?UW a Lu FEB 0 12906 P — �,m Alnc /� CEILING FAN —� �1 12X6X7 14X8 6„ B�CFM6 = 220/17— ER AC DISC. IN CLG P - _ CEILING FAN OUTLET PREWIRE FOR DOOR OPENER (NOTE: ----------------- ,� WP GFI II \�/ SEWER OUTLET LOCATION �\-------------------/� / \ TO UTILITYBE DEER) INED BY PT. LOAD SUMMARY 1 1291 sq. ft. x 3 (GENERAL LIGHTING) 3873W 2 2 SMALL APPLIANCES 3000W 3 LAUNDRY CIRCUIT 150OW 4 TOTAL 8373W 5 TOTAL - 3000W 5373W 6 j REMAINDER 0 35% 1881W 7 LINE 6 + 3000W 4881W 8 AIR COND. 3.5 TON(5800) 5800W 9 HEAT 10000W 10 GREATER OF HEAT ® 100% vs. AC 0 125% 10000W 11 WATER HEATER 4500 12 REFRIGERATOR 1400 13 FREEZER N/A 14 DISHWASHER 1200 15 DISPOSAL 690 16 TRASH COMPACTOR N/A 17 MICROWAVE 1630 18 CENTRAL VAC. N/A 19 WELL PUMP N/A 20 SPRINKLER PUMP N/A 21 POOL PUMP N/A 221 TOTAL 0 75% (4 OR MORE) 7065W 23 DRYER 5000W 24 RANGE 10400 25 TOTAL 37346W 26 TOTAL/240V 156 AMP USE 200 AMP SERVICE 200 MIN AMP MAIN BREAKER 30 CIRCUIT 3W..IPH. PANEL I #4 LIFER GROUND 6ARE TO FTG. STEEL' �25 4/0 AL (1) 4/0 AL 2/0 AL 2-1/2" IMC CONDUIT 1 2/0 X HHW ALL 2 4/0 AL 2-1/2" 2 HOLE STRAP 1/-1/2" PVC S 80 #4 SOLID BARE COPPER --------1====—====_---_— --- t #5 REBAR 20'-0'`-MIN ELECTRICAL RISER DIAGRAM SCALE: NTS ELECTRICAL SYMBOL LEGEND SWITCH $ THERMOSTAT (D FLUORESCENT LIGHT 3-WAY SWITCH $a SMOKE DETECTOR ® I 4-WAY SWITCH $4 EXHAUST FAN DIMMER SWITCH %) DOOR CHIMES pag GARAGE DOOR OPENER PUSH BUTTON r ALARM PAD o SINGLE OUTLET (p SERVICE PANEL o CEILING FAN 11OV OUTLET Q SERVICE METER C� 220V OUTLET 9 LIGHT FIXTURE x 4-PLEX OUTLET P WALL MOUNTED 0 SWITCHED OUTLET (p LIGHT FIXTURE DIRECT WIRE ® LI HT FIXTURE p w/GPULL SWITCH \ CEILING FAN w/LIGHT JUNCTION BOX © RECESSED LIGHT �R A/C DISCONNECT VAPOR PROOF PHONE OUTLET T RECESSED LIGHT °ice TV OUTLET FLOOD LIGHT DO NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 ALL PLUMBING WILL COMPLY WITH 2O04 FL PLUMBINO CODE 00 1- OD U M M ~ In g rz �-4 mg X Q w/� I --a LIJ X u- LaLL O plcmq 1-4 rnU 02 � Lu � w� OpQpJ 2 E- o a o0 DRAWN BY: DJC CHECKED BY: LOURAN JOB NUMBER: SUSANNAIIL SCALE: 1 4" = 1'-0" U.N.O. START DATE: 05 30 05 PRELIMS: 1st REVISION: 2nd REVISION: 3rd REVISION: 4th REVISION: FINAL: AREA TABULATION LIVING: ENTRY: PORCH: GARAGE: 1291 16 162 374 TOTAL: 1843 U ZJ 0 W C%J 0 z0, 0LLu Q W J u.i CD ozs ca00z� C �QCC<v ✓ V / V J .J W O a chi G: J M ILI IL -j LL z .c to co z IL. ul N FLS U 17006 1 1 TO OR SEPTIC SANITARY RISER DIAGRAM wl 16"xl6Rx ASE SHOWER ATH NO SCALE N tp to co rl- LN (6 6 (6 co co rzr`, ti _ Ill UJ U. O Q d' O I,� yUy i-1 cn W .rYLL Q Q°w � "M� J}� F+ I Qm� 0�� r d' O r a MFOLE-1 ONE DRAWN BY: DJC CHECKED BY: LOURAN JOB NUMBER: SUSANNAIIL SCALE: 1 4" = l'-0" U.N.O. START DATE: 05 30 05 PRELIMS: 1st REVISION: 2nd REVISION: 3rd REVISION: 4th REVISION: FINAL: AREA TABULATION LIVING: ENTRY: PORCH: GARAGE: 1291 16 162 374 TOTAL. 1843 U Z —� Z W J Z�0U. �W5JZ LLJ0 Z �/ V) Z r) V O DU) O r� W Lo W a 14i uj LL Lg� m Z o W ma0 v aQ, � Z am= U NQ� F3 w 8=m �i U UW�a W CU t/1A3 FEB 0 12006 u a I2,-4, 20'_0" SUZ2 CONNECTOR SCHEDULE TRUSS BEARING POINT TRUSS CONNECTOR QUANTITY CONNECTOR FASTERNERS ID UPLIFT DESIGN UPLIFT HETA20 1 D1G, B1G AO SIMPSON 1805 10-1 Odxl -1/2" 2782 2980 HTSM16 8-1Od NAILS, SIMPSON 1 1175 44)E/4"x 2 1/4" 0 PERFECTION TRUSS TRUSS LAYOUT 12/16/2004 TRUSS ENG: 11/1/2005 1. TRUSS TIE DOWN. 1. AT MASONRY BRG: SIMPSON HETA20 (10-1 Odxl-1/2") FOR 1805#, AT WOOD BRG: SIMPSON MTS16 (14-1 Odxl-1/2") FOR 840#, EXCEPT AS SHOWN IN THE CONNECTOR CHART. 2. ALL JACKS UP TO 7 FT USE HETA20(5-1 Odxl .5")/MTS16(10-1 Odxl .5') FOR 500# UPLIFT EXCEPT AS SHOWN. 2. POSTS AND HEADERS. 1.AT POST BASE USE MTT28B (24-16D NAILS, 5/8"X6" W.A.B. OR AS SHOWN) 2.HEADERSIWOOD BEAMS ARE 2-2X12 EXCEPT NOTED. TIE -DOWN USE 2-MTS16(14-10dxl.5") OR HETA20(14-1 Odxl.5") OR NFM3(ONE 1/2" J-BOLT 6" EMB.,4" FROM EDGES). 3• ATTACH VALLEY TRUSSES AND PIGGYBACK TRUSSES, IF PRESENT, TO MAIN TRUSSES PER TRUSS COMPANY DRAWING. 4. TRUSS TO TRUSS CONNECTION BY TRUSS COMPANY, INSTALLED PER MANUFACTURER'S SPEC. 5. LATERAL FORCES PERPENDICULAR AND PARALLEL TO WALL HAS BEEN CONSIDERED (LESS THEN 300 PLF), 6. BUILDER TO PROVIDE TEMPORARY BRACING TO PREVENT TOPPLING OF TRUSSES. SEE HIB-91. 7, OTHER SPECS, IF DIFFERENT FROM ABOVE, HAVE THE PRIORITY. SUSANNA II ( WITH TRAM FBC 2004 G,Apzn,+ E L Cfi T STRUCTURAL ENGINEERING: SENG-CHAT TAN, P.E., P.A. CA 9432, PE 46765 345 ALHAMBRA PL WEST PALM BEACH FL 33405 l n nl,,,, nr� - 1 n• d-� -- FEB 012006 DEC 12 1005 ALL WALLS SHOWN ON TH15 LAYOUT ARE TO BE LOAD BEARING CJI CJ3 CJ5 I I" "am s A PERSPECTIVE VIEW ROOF LOADING • (LOADED AS FOLLCIWB) TOP CHRD, (LIVE LOAD,, 20 ps.f. TOP CHRD. (DEAD LOADA l ps.f. BOT. CHRD. (LIVE LOAD)s 10 ps.f. BOT. CHRD. (DEAD LOADA i ps.f. TOTAL LOAD, 44 ps.r, DURATION FACTOR, 1.25 NOTE: • ALL BEAMS AND HEADERS ARE BY BUILDER. FRAME DOWN AS NECESSARY, BY BUILDER t� o� QgP. y3' �40 Qbry�� O�GT 0 NAILING PER SIMP'SON STRONG•TIE CO., INC / = &'-I" (TYPICAL) = VAULTED CLCG. TRUSS BEARING HEIGHT SCHEDULE APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS 5QUARE CUT OVERHANG STANDARD HEEL HEIGHT 12 44 POUND LOADING 14 14(d MPN WIND SPEED ASGE 1-02 CAT. II. EXP. B (CLOSED BLDG.) / 4 1/16" O 2.5 0 12 811 UNLESS NOTED 51;RG. OTHERW16E TYPICAL TRU55 END DETAIL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, INCLUDING ROOF PITCH, HEEL HEIGHT OVERHANGS, ETC 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. SIGNED TITLE DATE I ALL SPACING IS 24" O.C. EXCEPT AS SHOWN I DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE DIMENSIONS FASTENERS MODEL NO. W H B CARRYING CARRIED MISG. MEMBER MEMBER LU524 10/16' 3 V8' 13/4' 4- I0d 2. 10d LUS26 I t- 4 3/4- 1 3/4' 4. 10d 4- IPJd HU526 I D/8" 9 118" 3" 14. 16d 6• Ibd HCaU526 15/8° B 5/16' 6' 20- *d B- 16d HGUS26 161V '1 VI6" B' 36. 16d IC- 16d HUS29 1 5/0" T" 3'. 22- Ibd 8. 16d DOUBLE 2X SIZES HGU626-2 _ 13 9/16' 6 5/Ib" 4' 20- Ibd 8- Ibd WOUS28-2 3 5/I6" T VI6' 4' 36- Ibd 10- 16d HHU826-2 3 5/16" 5" 1 3" 1 14- 16d 6- 16d TRIPLE 2X SIZES HGU526-3 16/16' 4 I/2' 4' 20. 16d- -a- 16d HCsU828-3 k 15/16' T I/8" I 4' 1 36- 16d 10- 16d THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES. NO BACKCHARGES WILL BE HONORED. WARNING ERECTION BRACING AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "BCSI-B1 SUMMARY SHEET -GUIDE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY, NOTE: IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING, SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION, REV RV 1.71.JJ,d.J " WE SUPPORT THE BEST " 5225 45 M STREET VERO BEACH, FL 32%7 PH 772-%7-9994 - FAX 772-567-9997 ASV NCENT MONTALTO CON5TR. HW54(o 13 5/8" 15 1/8' 1 3" 1 14- Ibd 1 6. 16d w SUSANNA I I -UU TRAY & I-- ALE: DATE: DRAM BY! DRAWING NUMBER: 1/4 1 12/16/2004 IKET/KDBI 10 Nov 05 - 10:43 KEITH B. FEB 0 1 2O96DEC 12 1005 --- -.�._ 1 i — 1/2'OSd C& SPIT w/(6)10d X 1-1/�" LATH & STUCCO TYP. AT EACH STUD (2) 2X4 2X4 OTIS OC �- 1-IETA20 w/0 2) I Od X 1-1/2" A ePcft� -TIE BEAM "0 6- If Vl lit V• A' KNEE WALL DETAIL SCALE: TITS �LL 2)°C CA6 ifPb oftIxe HOOK II (I) N5 II II HOOK BLOCK T RAN S1T10 N SCALE: 1 /2" = 1'-0" FOR GARAGE FOPTING SEE SECTION A BELOW io I z IlkS z-zx 'T1.IrvSS sT�.rs�t�z� �N F' APPROVED NURRICAFIF CFION YYT' IKr ISM-(-Y SSgEE FASIENINO SCIIEt)f/jjpp PUIF WIIH�USACTIP•1X110RT91fAPEON SPi 0 B ��2g%4 TOP PU r U W ¢ I �g� ppEE INIIMUMB OC, 0 1/2' DRYWALL (WALL§ k CLOS) 20 WOOD SILOS 01®'OC ENDS di CORNS SDw/ 1 AT �EMO D 4WEO�E BOL115 4' W.3 D OR 1 [2 ' CORNEAS U32 OCr 1 AT SEND,', gIMP EACH rX 0 T® BOr10L, PATE WITH USP TPJX OR JIMPSON SP WOOD BASE CONCRETE SUB (lyp" INTERIOR BEARING WALL Inc BEARING WALL FOOTING A GARAGE CURB 5°NE` Vz' N I z - s rn E W 4LL TOP OF FRAME WALL OR WOOD BEAM TO GABLE END CONNECTION 16d „NAII-S GABLE END TRUSS ® 6 O.C. FRSDox1n(.2A ROUIED ® BA �ypp12 p (��1���� " MAX FRAME PIALL ,qBIFEN w/22XE8 25VS8I Hw40dGh CA�S4MRgRAN8HE ON VIER U / CONNECT BQ y NLjBG�sAQC NO EMBE ED TRARENDAGBL (( //SIMPSO MSTA18 EACH EN(4) 3 NS1 AT MA50tJR 5d COOLER Nt%ILS OR GWBS4 07 OC X4 C((R)O)SS BRACING AT 48" O.C. �REE�S536RACEEE NOTgqSREQUIRED FOR )NIF TCROSSVBRACELATI PF�K OF Rl1SS LESS THAN„ 48 HEIGI Ti JAIL SHEATHING 6 O.C. FIELD tND 4 O.C. EDGES. O �TYPICAL)1RUSS EMBE[?,w�Ri/1/2" X 5 LI(2'�/WEDGE ANCHOR AT 48 OC A D WITHIN OF EA. END STEEL WASHER REq D. g20/2X6PT w/VAULIED CLG.) WOOD 1-RAME GABLE END CROSS BRACING (2) #5 --------- f -------- ---- 12 TYPICAL 02R�5 y{'��I �— 8" BEARING II [3-LAM OVER (2) 2X8 FLAT GARAGE DOOR N.T.S. \\HU28-2 (6� :I /q- `xz /4 I OdX3 TRANSOM BEAM SCALE: NTS SIMPSON FIETA20 w/ (1 0) 1 Od X 1-1 /2" NAILS X8" 0 12"X12" COLUM (OR SEE FLOORPLAP 16" WIDE X 18" DEEP MONOLITHIC FOOTING W/(2) #5 BARS CONTINUOUS MINIMUM 3 COVER Q BOTTOM BARS 16 TAPCONS/@12"OC (TYP•)I (X4 6d EA 1 /2 2PLYWOOD END 8d ® 6 OC ARCH FRAMING -- SCALE: NfS (2) (2)12X10 (2) 2X12 w/USP NFM 3;K12 1 /2"vI J-BOLT 6" EMBED, Iq,t°�' (2) 2X10 w/SIMPSON HUC410 0 X 2-3/4 ON TIE —BEAN. (2) MSTA18 w/(14) HETA20 w/(12) 10d X 1-1 ON KNEE WALL ENTRY/REAR' PORCH DETAIL C WITTI N.T.S. HOT^ dwly= rla—I 2-?,x 4- STRUCTURAL NOTES: Deeeniber 2005 1. Roof nailing. 8d common nails 6" o.c. field and edges typical. 4" o.c. field and edges within 4 ft of Gable Ends and Exterior Raked Walls. 2. Structural Lumber. Minimum lumber grade: 2x12 42 HF, 4x4 42 SYP, all others #2 SYP or STUD SPF. PA rated CDX Structural type. Plywood sheathing to be A All lumber in contact with concrete to be pressure treated. oncrete connected with 3/16" dia tapcons, Wood framed bearing wall first stud at c 1 yz' emb. @ 12" o.c. except as shown. 3. Headers. All headers/wood beams are 2-2x12 except noted, bonded with lOd nails 6 o.c. Interior bearing header w/1 ``/2" bearing, strapped with 2- Simpson MTS 16 Or MSTA18 w/14-10d nails each end except noted. 4. Except as noted, exterior ceiling high rib lads anndsboard bloco cked seams, with 6d nails 2" long 7/16" head nails 6" o/c., or 5/8, gyp or #6 x 1-1/4" screws 7" o/c field and 4" o/c edges. 5. Soil bearing 2500 psf minimum at 95%optimum compaction, contractor to provide. 6. Concrete to have 2500 psi compressive strength in slab and footings by 28`h day, 3000 psi in beams and columns. Masonry conform with ASTM C-90, fm=1900 psi. 70, f m=2500 psi. Masonry contractor to verify wall Type M mortar per ASTM C-2 heights, beam depths, masonry opening sizes prior to construction. 7. Grade 40 steel minimmurn um in foundation and footings, 3" in t " minimum cover.cover. Grade 60 in beams and columns, lapped per ACI 318, 8. All construction must conform to Florida Building Code PBC 2004. 9. Temporary bracing shall be required during the erection of wood trusses to prevent toppling of the trusses. Plywood sheathing must be applied as each truss is erected to brace the top chord. The provisions for temporary bracing shown in HIB 91 shall be used for this bracing . The ultimate responsibility to see this bracing is installed N�IU N( properly during the erection process lies with the permit holder. This bracing is ion of life and property during the erection extremely important for the protect process. Temporary truss bracing shall always be required. 10. Fabrication of Roof and Floor trusses must be authorized by the Contractor. Prefab wood trusses must be approved by a Florida Registered P.E.. 11. Contractor to obtain the latest product approvals from the manufacturers, verify safe pressures, expiration dates, installation specification and suitability of the product before installation of all building components, 12. All drawings are considered preliminary until they have been approved by the local Building Department. Do not order any work or material with preliminary drawings. 13. Contractor to layout the work, verify all dimensions, elevations, pitch, and ceilinr-2 is prior to ordering any work or material. and - GE DOOR BUCK T WITH,, 1//2"j 4-1/B" EMBED REDHEAD WEDGE ANCHOR AT 36b.C. OW/DOOR/SLIDING GLASS DOOR BUCKS; CAN BE NON —SIRUCTURAL OR STRUCTURAL, TO EXTEND D INSIDE EDGE OF FRAM ?�J,�i nr�nnc /cnn/FRFNCII DOORS USE TRUSSESNSIPACIff 24''�tDY�C. 1� R-19 INSULATION 1/2" DRYWALI w/(4)8 ifS2TIENBA� 1/2" GYPBOARD ON 1X2 PT FIRRING STRIPS OVER BLOWN - CELLULOSE INSULATION (OR EQUAL) 4" THICK FIBERMIX CONCRETE (2500P51) SLAB OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER FILL, MIN 95%MUENSITY 16" WIDE /X 18" DEEP MONOLITHIC F00CONTINUOUS MNGIN. 3' COVER OSBOTTOM BARS C�1{Pi CAL— ET%) TYPICAL WALL SECTION 12 VARIES NSUgLA110N BAFFLE ACIIOR SCHTDULES E MCIOIUR%/SUB—FASCIAIKZ A r•T. IY = VA I S - II SEE EL EV 0 VENTED ALUMINUM SOFFIT L II _1 I s IT F—CI-IANNEL p C Is 100 M Wa G m [ Imo, to L° o-• -j W w `t• u DJ =Q Z EL Co C'1 N W M< G? W M VV 0- [ W -. 1; 10, A Q I~ o o i- ° CO1LO-00-0) m .�Zit vl W oI 05 W Try o�°a �ANbmmo JQ, I� a? 1000 7t% Z r RR CSEEORONXILING) CIJ Uj Zn Qd 1 4pILj " J \ 0 Z�z ---- D AT TAN a- a 2XIf ' Nc�nsr� IF s Ilt: °VER Ii�t Lr I Tr ,� rn 10 1 2><Z 7PTTfsL UHi',nILLj 7 I (" STUCCO FINISH OVER In CONCRETE BLOCK W a #5 DOWEL AT EA VERTICAL BAR MIN. 10-1/g" EMBED IN FOOTING MIN. 30 LAP. FILL BLOCK VOIDS AROUND EACH DOWEL w/3000PSI CONCRETE SCALE: 1/2" err" 17, ED) I January, 2005 SEP 14 2805 _.. '-�_._