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HomeMy WebLinkAboutBUILDING SITE PLANS• #1 ZONING REV. 5— 5-05 FRONT ELEVATION EXISTING ADJOINING UNIT +33.7 -36.7 +33.7 -36.7 ALUMINUM RAILING +35.3 III +35.3 -38.2 -38.2 +31.6 -34.6 BACK ELEVATION +33.7 -36,7 MOM 1wift-m-lirm-11FO-11 mlnI ICI 0� �10-1 � 12 Nam\ I4 -36.7 I I I 0 +33.7 -36.7 RAISED PANEL METAL - INSULATED GARAGE DOOR +33.7 -36.7 n 3.3 -38.2 NEW PROP. FIN. FLOOR ELEV. ................................................................ . - -- -- - -- - -- - - - -4 N4" EXISTING FIN, FLOOR ELEV. °v- I iv i II SHEET OF WLn Cl) III UL Z -11L O p O =W CW LLrfM UU I O Y LUJ� w LL-1 I JI-NNt_ W Wyf7h.t.- Oca tix w U -< tiaJiLL THESE PLANS HAVE BEEN REVIEWED o 0 IN ACCORDANCE WITH THE FLORIDA N BUILDING CODE, c 2'-2" # ;o C�LV W W I ST. LUCIE COUNTY W y 3 00 BUILDING DIVISION I... > < y REVIEWED < Uj ¢ D FOR C LIAN U REVIEW DATE PLAN AND MIT V LL LL LL LL Ll MUST BE KEPT ON JOB OR Ln N to N Ui NO INSPECTION WILL BE MADE 00000 L) } THIS STRUCTURE HAS BEEN DESIGNED < O W W AND REVIEWED FOR COMPLIANCE OF W 0- F C7 -t FBC 1606.1.4 FOR ONE OF THE FOLLOWING: j Q ZO . H INTERNAL WIND PRESSURE _ ¢ W (9 F- � ❑t.) WINDBORNE DEBRIS PROTECTION�.,.,.- Inf. conu�v �Y IMPACT RESISTANCE GLAZING ao'm♦?c UiCL now � (Int.) .S uo°Dc5 �LCUa��y;C WIND VERIFICATION FORM ARCHITECT/ENGINEER: HARVEY KOEHNEN TYPE OF CONSTRUCTION: CBS Ist-FLR FRAME 2nd-FL9 BUILDING DESINGED: ENCLOSED --X_ OPENPARTIALLY ENCLOSED WIND SPEED (3 SECOND GUS): 130 MPH 190 MPH EXPOSURE: B INTERNAL PRESSURE COEFFICIENT IS IMPORTANCE FACTOR: _-L— BUILDING CATEGORY:_ MEAN BUILDING HEIGHT: -J-5 FT. OVERHANG 1.5 FT. ROOF PITCH_/12 COMPONENTS AND CLADDING YE3 ROOF DEAD LOAD: (SHINGLES) (TILE) �_ (METAL) FINISHED FLOOR LOAD: - PSF DEAD LOAD - PSF SHUTTERS: YE5 —Xi. NO IMPACT RE5515TANT A55EMBLY: YES— NO %< EXISTING 1.-4 3/4" ADJOINING UNIT SCANNED BY St. Lucie County osoy-)LaLacgo U` c 1,V ` f THESE PLANS AND ALL PROPOSED WORK w t ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT ( j MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Q I � FILE COPY RIGHT ELEVATION SOFFIT DETAIL THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS MAOYU EENECESSARY D By FIELD INSPECTORS THAT IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, FILE COPY IANIANNNIRWANNIANNNIAINAWRIRWIINNIRWRIRNIMAWRNIANNNNNIRIRWAIRWRNNIANIAIANIRIAWAIRNNNNNNIfl1AWR1ANIRNNIRNNIRNIRIANNIRNNNWRNIRIRNNIRNIANNIANNIANIAIAIAIAIRWANNIRWAIRNIRIRNIANWRNNNNNNNNNWRNWNNWPNWAWANWANNWAWANNIANNNNNIAWflNNNNNNWANWANWANNNWANYJIINNNNNIAWNIAWANNNNNNNNNWRIANNNNNNNNNNNWNNWANWRNNNWANNNNWANNNWIMNNNWANNNYWNWAIANNNNNNNNNNNNNNNNNWANWAWANW@ANNWNANNWANNNNNNNNNNWflNNNNWAYINNNIANNWANNNWANWAWAWNAWANNWANWANNNNN LEFT ELEVATION WINDOW SIZES & M.O.'S A. PC-4020 COL. = 49"X 25" M.O. B. 5H-H34 COL. = 21 1/2"X 11" M.O. C. L2"X 12" FIXED = 42 1/4"X 12 1/4" M.O. D. 5H-4053 - 49"X 44" M.O. E. SH-4053 COL. = 48 1/4"X 43 1/4" R.O. F. ARCH 0-11-45 COL.= L2 1/4"X 11 1/4" R.O. G. SH-H35 COL. = 24 3/4"X 0 1/4" R.O. H. (2) 51-1-25 = l4 1/4"X 43 1/4" R.D. EXISTING CAR PORT STORAGE KITCHEN OPTIONS COUNTER TOPS: KITCHEN SINK MOUNTING: ®GRANITE ❑CORIAN ❑STYLESTONE El STANDARD XUNDERMOUNTED CHINA: NICHE: KITCHEN SINK STYLE: OYES XNO El YES XNO ❑SGL DOWL XDBL BOWL ❑CUISINE EXISTING ADJOINING UNIT SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SQ. FT. FOR GROUND FLOORS. 5.7 SQ. FT, FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24'H OR 20'W SILL NOT MORE THAN 44" ABOVE FLOOR. EXISTING SCREEN PORCH DAMAGED BY 5TORM5 42'-0" o. V-10" 1'-1 1/2" 5' -5 I/2" II' -II I/2" 10'-0" DRYER 4x VENT TWO SHIHEATEERR HEA\ #I __+x__ �J-____i__, IW/ PAN ! l D , A.H.U.2 5 I/ O '�i+lDRAIN Au ER 3'-8" O,, BOTTOM OFwD•(2) 2/LL (2) 2/L 2/0 ARGE DRWS N VENT NJV C AR GLA\ �j- It' A.F.F. ----- NCLOSUREB.F. ____ O I ------- B.IO Bo PEL!slNgKAL KIT " ° ` DIN OD EXISTING 1 1 K V Q ���:. I ---- � T-O' CEILING " 1 ID T-O' CEILING I ( ° C A R PORT ------------ m POCKET DRWS --- v 3 & STORAGE 5 3/4" I = _ _ _ %_._._ 1/L - - _ 2/0 - �' TO BE REMOVED � B.F. B.F. 00 AND REPLACED AS ENCLOSED GARAGE y ` c N`3--9I/2 u 1 �� p Of a L �7 t6 of ro� � 2/8 :, i I O w 00 1'-5 3/4" I Il'-L 3/4"--------------- s 9'-O" I I i i'xl' a \ I SUPPJERT o ® MST FOY COLUMNS LIV SUN MSTOO I in T-O' CEILING OPEN TO ABOVE V I T-O' CEILING I cll Ef>YIESS 1 WINDOW oD REWIRED C W> i ICD I O FIII TEMP. TEMP. O -- TEMP: 10'-O" 5'- " L'-O" renP. i I 1" 10'-O" 2'-8" 1'-O" 3'-0" _-=_2-4"x3�" -_ i 1 L= OL�MNS �10'-IFV 1ST —FLOOR FLOOR PLAN CUSTOM 3/2.S 2—STORY MILLWORK I. ALL INTERIOR DOORS TO BE 4 PANEL PROVINCIAL 2. INTERIOR BASE TRIM TO BE 4 1/4" 420-OG 3. DOOR TRIM TO BE 2 1/4" BABY HOWE HARDWARE I. FRONT DOORS TO BE BARCELONA BY SCHLAGE W/ SATIN NICKEL FINISH-#419 2. EXTERIOR DOORS TO BE DEXTER BY SCHLAGE, TORINO HANDLE AND JDLO DEADBOLT W/ SATIN NICKEL FINISH-#614 S. ALL INTERIOR DOORS TO BE DEXTER BY SCHLAGE, TORINO HANDLE W/ SATIN NICKEL FINISH-#419 NOTE: ALL PLUMBING FIXTURES TO BE LOW FLOW h- _ z_ U_ _I N B z i z O z zLu O 2 x ~ W U X s x 06 U- w ~ Q �7 U U o U u U O X U) U) z N 'n Cj N J Q Q N -Ji t7 t7 O � O II-- X F.Q E PLANS AND ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS UIRED BY FIELD INSPECTORS THAT BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 1 FILE COPY 3 SHEET OF w N d � Z Z LL ULocco = Cc W :n I O UU mCCDD Y cn -j Mw— >-F CD-.c"I J NCVIl LU wychl'r'- > wF �e ti `t nOV24 2 I�aJo_LL Ln o 0 o J N Lu ch I U co cc a LLJ z w O i 0 Fw-9Q(n a w s a cc LL LL U. U) U1 N Co CD V� OD :t N U a W U)< a a oa o 2 C7 t- a 0 oao �o oc E 2 bl kma3u Y yN p«voaN c"oyo"u"o ma�o- tc-ty� c mQo o �%a� CT" mON TL 6U ffi'] 6A fi"'u COC �an 5.'.H a.N O�NC O� VM «' NGH Qn30 oa po3 SHEAR WALL ANCHOR — N OD T V N NOTE; SHEARWALL TIE —DOWNS TO BE SIMPSON PHD6-5D53 W/ (14) SIDS-1/4"x3" SCREWS t 5/8" TREADED ROD EMBEDDED 8' INTO CENTER OF TIE —BEAM USING (SET) HIGH STRENGTH EPDXY EXCEPT NOTED OTHERWISE II'—L 3/4" FIBERGLASS FLOOR PAN W/ TILED WALLS EGRESS WINDOW REWIRED O BR# CEILING #3 REV. 5/5/05 5/D B.F. /�\\ 0 B� CEILING Em WINDOW REWIRED 14'-1" 8'-8 1/2" O 15'-5" 42' 5'—L 1/2" 1 1/2" IN 3'-2 1/2" ry�y O T �NG H.W. SB' KNEE WALL RAILING 6/0 B.F. 14't0I 3 OPEN TO BELOW m I O #4 REV, 5/5/05 NOTE: (2) LAYERS OF 5/8" TYPE "X" DRYWALL FOR ONE HOUR FIRE RATING, TYPICAL FOR ALL 2ND-5TORY WALLS ADJACENT TO EXISTING ATTACHED RESIDENCE. —(5EE DETAILS ON SHEET D2)— nw SHEET I OF N O C LLI w LL LL (L w wJ 0)M U OO O W GJW NC7 } �F00.-.N I O O cn (mil -LL# idyl-) U cc < olx# ~x w IL_ U S cVOV24 r�aJdli Lc) O o N J J I Lu N II' -I 3/4" 3'-3 3/4' 10'-0" SHEAR WALL ANCHOR MICRO - 9 ELF I I V' I PLUMB FOR-_- 2/0 FUTURE D.W. 2/0 o B.F. B.F. q I Ile pW \x W3 �W I W B D I I I � � I � I Z W #2 REV. 5/5/05 U 4 KNEE WALL$ FRAMED W/ U 1 'X4' • I&' O.C. SINGLE SOLE FAM I 'LATE DOUBLE TOP PLATE O Q (� t TRIPLES IN CORNERS. 9'-1' z SLEEPING ROOMS PROWIDE AN EGRM BUILT W/ IOd NA149 CELMG WINDOW WITH A NET CLEAR OPENING DRYWALL l FINI$HEtS WOOD CAP I OF 5 SQ. FT. FOR GROUND FLOORS, O 5.7 SQ, FT. FOR UPPER FLOORS. OPENINGS -'TALL NOT BE LESS THAN 24'H OR 20W L NOT MORE THAN 44" ABOVE FLOOR. I I uD I <ad O� 3 `n 0, alOr I B z \W u M I lT—L 3/4" O O � I THESE PLANS AND ALL PROPOSED WORK (n I o _ _ _ _ _ _ ARE SUBJECT TO ANY CORRECTIONS _5„ , „ , „ $ ANCHORLL REQUIRED BY FIELD INSPECTORS THAT to -O 3 -9 3/4 MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. \ 15'—II" FILE COPY cc �w Z w 0zo wu)3 r r>6U) aul0 O ¢ o U LLLLLLLL. U. fA fn U'7 to fn N 00 th U J 6 JZ O QO N CO N a m_'- m comm.ocn mcv.4,m aa.. viCs ao�10 5ar -ovn v"cvm�m c m acOc3 CN OOmV VNOppO N �N �tL�aN C ydyw y9-d t•,c..-Eo� o•. m m_o'oca c� ,O'Lym mN,mmy y G7m ��h oL wwauo von VN CH Q n3 mmn nm3 c w C w z_ U Uw k� Z O F L U �O L) U F O U O W f r_ x N s `LU M, I W U=� Q r n ' 1 r) 0 d N EXISTING FOOTINGS, SLAB t WALLS (HATCHED) SIMPSON SPH-4/6 W/ I/2'X C WEDGE SOLI (12) IOD X 1 1/2' LONG IP O.C. W/ 2' DIA. X NAILS IBOT. OP STUDS) I/6' THICK WASHER ..VERTICAL DOWELS VERTICAL RI BAR TIED TO FRON POOTER DOWEL If RUNNING INTO IS' WID! X 12' DEEP R2 S.Y.P. 2'X 4/11 P.T. (SEE P040ATION PLAN l Tle-DkAM. FOOTINGS W/ (2) BOTTOM PLATE FOR SIZE 1 SPACING J 86 CONTINUOUS - iSIZE 1 SPACING A9 NOTED) OVE:. ..ION. FOUNDATION PLAN J FOUNDATION EXISTING G - L) ALL DOWELS AND VERTICAL BARS FOUNDATION .: ' . , . �22, OVER ul�ee°RLATH STUCCO N�uI POuft tiv> a ARE tt5 UNLESS NOTED AS tt1 VAPOR R P / WATER EXISTING a' :'.•' ,e''•, , DROOP PANT FOUNDATION S V2' CONC. SLAB .; . > �• :, (MIN 2600 PSI 1 W/ t'X l' 10/10 W.W.M. „ OR FIeERCRBTE 2") '�5 . DOWELS 40" MEW SLAB L ° INTERIOR BEARING I2„ �'/�� ELtvATtoN WALL FOOTING GRAC3E 4" 4 4 i / f\��✓\✓/\�/,� i i .; ✓ ✓ ✓ ✓% /'� SLAB ELEV. �\✓\\�•/\ � \ \/\ \ \ � \ 3.> u1 DOWELS 5p". /i/�i\\ ;, y/� �y/�,�4�yi� f�ii \f✓\\��\�\\�����\j/\ \\�/ //\��/\ ` MONO, FOOTING W/ (2) 66 4.) ATTACH DOWELS TO FOOTING //fy�/�✓/��/ REeAR& CONT. 0 ABOVE STEEL I811 CLEAN COMPACTED POISON FILL. 3.) VERTICAL BARS TO EXTEND TO -TOP STEEL AND: HAVE HOOKS EXISTING 2 STORY TYPICAL WALL SECTION EQUAL TO DOWEL HOOKS. ADJOINING N.T.s. 4.) FILL CELLS AT VERTICAL DOWELS. 1.) GROUT TO BE 3000 PSI AND UNIT EXISTING REBAR TO BE GRADE 40. ADJOINING UNIT - 4:21-011 10'-2" 3'-101, 3'-9 I/2" 5'-5 1/21, II' -II 3/4" 11, 00 �QO°°2''::'i.•! -�IIIIII1IIIIIiII T =I -IMF " _�IIIIII , II II I✓I ��=--_ _); , a iiIII I y i IItIII EXISTING WALL ?-- rBETWEEN UNITS 2'-2 3/4" NTERIOR BEARING 3'-9 1/4" WALL FOOTING UJ r S Do u1 SHOWER RECESS ;litJ L---- --------- TYPICAL MONOLITHIC FOOTING W/ (2) tt5 CONTINUOUS lL---------------------------- -- 0 3-9 1/4" 3-9 1/4" 3- " TYPICAL MONOLITHIC FOOTING W/ (2) tt5 CONTINUOUS N 3-8 1/2" 3-1 1/2' L 15'-5" 1 I IIII - "ry J I I IIIIIIIIII : IIIIIIIIII I W3 1/2" CONCRETE SLAB w< W/ 41IX40 (10/10) W.W.M. OR I -a FIBERCRETE OVER 4 MIL. POLY z VAPOR BARRIER OVER TERMITE TREATED SOIL STEPTRY O: 3 -1 I/2n 3'-4" 3,-8 I/2" mrim A 1 3/4" coSTEP\ ° 11 E X I S T I N G ADJOINING UNIT 10'-0" 5'-0" 5'- O ° . i;i li ill .................•............•........ . . IIIIIIIIIII1II. ..II . IT2'-O" 113/4" E / `er L O2" '- I I 4 " '- 9" �OJ�U1 -- N"~a�0 IIIIIIIIIII I1III UL -Azz IL >LL in 2'r6 _J 10'-4" a I '4- FOUNDATION CUSTOM 3/2.5 2-STORY NOTE: FOR FOOTINGS WERE EXISTING FOOTINGS MAY NOT EXIST A MINIMUM 18" WIDE X 14" DEEP FOOTING W/ (2) tt5 CONT. REQUIRED 1 H SE PLANS AND ALL PROPOSED WORI A SUBJECT TO ANY CORRECTIONS RE DUIRED BY FIELD INSPECTORS THAT %'.I Y BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. r"ILE COPY W/ mrim A 1 3/4" coSTEP\ ° 11 E X I S T I N G ADJOINING UNIT 10'-0" 5'-0" 5'- O ° . i;i li ill .................•............•........ . . IIIIIIIIIII1II. ..II . IT2'-O" 113/4" E / `er L O2" '- I I 4 " '- 9" �OJ�U1 -- N"~a�0 IIIIIIIIIII I1III UL -Azz IL >LL in 2'r6 _J 10'-4" a I '4- FOUNDATION CUSTOM 3/2.5 2-STORY NOTE: FOR FOOTINGS WERE EXISTING FOOTINGS MAY NOT EXIST A MINIMUM 18" WIDE X 14" DEEP FOOTING W/ (2) tt5 CONT. REQUIRED 1 H SE PLANS AND ALL PROPOSED WORI A SUBJECT TO ANY CORRECTIONS RE DUIRED BY FIELD INSPECTORS THAT %'.I Y BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. r"ILE COPY W/ a 11 TIE -BEAM e 84" TO BOT. FROM FIN. GARAGE FLOOR W/ (2) #5 TtB TIE -BEAM ° 82" TO BOT. FROM GARAGE FIN. FLOOR W/ (1) #5 TtB TYPICAL TIE —BEAM SHOULDER DETAIL �' ... "MIN. 8" MIN. NOTE: ON SPANS SL" OR GREATER EXISTING WALL t TIE -BEAM I 1 I 1 I I B"X 14 I/2" I I TIE -BEAM I I W/ (1) 31:5 TtB I I I I 8"X 14 1/2" TIE -BEAM (I) tt5 TfB- " 8"X 12 NOTCH TIE -BEAM (10'-40) W/ (2) #5 TtB TIE -BEAM W/ (2) tt5 TtB SEE DETAILS FOR SIZES AND NOTCHES ON :S. s) Q TIE —BEAM LAYOUT CUSTOM 3/2.5 2—STORY ®= MATCH EXISTING TIE —BEAM HEIGHT ❑ = 9'-1" TIE —BEAM HEIGHT = II' —I" TIE —BEAM HEIGHT NOTE: ALL MEASUREMENTS +/— TIE -BEAM e I :1c:rri...:::::.. i:i:i::iir:i::::i ...... ...........r:: 9L' TO SOT. I :) ::::::::::::::::::::::::::::.:::::::.:.::.::::.}:: (:: FROM FIN. I :1.:::::::::::::.::.::::::.:::::::.::::::.::::}::: FLOOR W/ I .t:.::::.:.....::.::.::::.:::::: (2) #5 TtB :::::::::::::::: '..::::::.:::::::.::::.}::: TIE-BEAM:::::::::::::O:ul:::::::.:::::::::r::. 94" TO BOT. I .t:::::.::.::.:::::: .(}.::::::: ......::::[:: FROM FIN. FLOOR W/.........:::::.::::.. I :{:::::::::::::::::.:...: • fY:::::::::::::::::::r•:: E? (2) #5 TtB I : }i: i:i :iicri: r}: ir: ?:'::: �1:1 iv: r:•i: :iii :: i:::e}:i :::: I. TIE -BEAM ° I .1::::::.:::::.::.:::::.:::::::::::: ::::::: •:::.}::- 9G" TO BOT .I :i:::::::::::::::::::::::::::::::::::::::::::: (.. FROM FIN.:::::':::.1:. FLOOR W/ (2) #5 TtB I :{ ::::::::::::::......:.. ........... , 4' '1","*,*", ::.f':. 6r 8"X 14 I/2" TIE BEAM NOTCH W/ (p tt5 TtB _1�- — 1--- --- ................... .... ............. _ '.—u .u.. 8"X 20" TIE -BEAM W/ (U #5 TES PLUS POURED BALCONY TIE -BEAM ° 91" TO BOT. FROM FIN. RECESS IN FLOOR W/ (2) #5 TtB 9 8"X 20" TIE -BEAM W/ (1) #5 T415 PLUS POURED BALCONY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MIAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. FILE COPY SIMPSON PH05-5DS PRE-ENGINEERED ATTACHED TO (2) FLOOR TRUSS 2"X4" STUDS W/ (14) PRE-ENGINEERED TRU55 SEE CONNECTOR SCHEDULE 81215I/4"x3" SCREWS a 29•' O.C. MAX. ANCHORING t NAILING d 5/88" TREADED ROD EMBEDDED 8" INTO CENTER OF TIE -BEAM USING (SET HIGH STRENGTH EPDXY 3/4" TtG PLYWOOD 2"X4" BOTTOM f--rSIMPSON SPH-4/6 W/ PLATE (12) IOD X 1 I/2' LONG I NAILS (TOP OF STUDS) 2"X4" RIBBONS I�Ul�ZI 7'�� J �r 3/4" TiG PLYWOOD `;'. `• OVER FLOOR 4 TRUSSES 24" O.C. TYPICAL BLOCK WALL t TIE -BEAM SIMPSON L5TA-36 W/ L(6) IOd X 3" NAILS EA. � END INTO STUDS (MAX. IL" O.C.) FRAME SHEAR WALL DETAIL SIMPSON SPH-4/6 W/ (2/3) 2'X 12" HEM-FER (2) 2"X 4/6 TOP PLATE 2'X 4/6 STUDS a IL" D.C. U2 HEADER NAILED S.P.F. tt2 GRADE S.P.F. s2 GRADE (12) 100 X 1 1/2' LONG W/ 12d a 8" O.C. TtB NAILS ° 5TUD5 STAGGERED SIMPSON SPH-4/6 W/ 1/2"X 6" WEDGE BOLT (12) IOD X 1 1/2' LONG �- 14" O.C. W/ 2' DIA. X (2) 21IX 4"/6" NAILS (BOT. OF STUDS) 1/8' THICK WASHER TOP PLATE 18" WIDE X 12" DEEP tt2 S.Y.P. 2"X 4/6 P.T. FOOTINGS W/ (2) BOTTOM PLATE R tt5 CONTINUOUS 2"X 4"/6" STUDS �SIMP50N LSTA-18 (1) EACH OVER EXISTING ., ° 16" O.C. 51DE W/ (14) IOD X 1 1/2' FOUNDATION LONG NAILS EACH STRAP I II 2"X 4"/6" P.T. BOTTOM SIMPSON 5PH-4/6 W/ PLATE (12) IOD X 1 1/2" LONG - NAILS a STUDS FINISHED FLOOR . u: :, ; SIMPSON LTT-2015 W/ 1/2" X 6" WEDGE BOLT a 1/24 X 6' WEDGE BOLT IL" O.C. W/ 2" WASHER t (10) 12d NAILS PRE-ENGINEERED HEADER It WALL ANCHORING DETAIL SCALE: 3/4" = 1'-0' INTERIOR BEARING WALL SCALE: 3/4" - 1'-0' ROOF SHEATHIN� I" GAP PRE-ENGINEERED TRUSSES — PRE-ENGINEERED ROOF TRUSSES e 24" O.C. COVERED BY 19/32" 4 PLY COX PLYWOOD FASTENED W/ IOd (.131) NAILS ° 5' O.C. THRU-OUT 26 Ga. 5V-CRIP GALVALUME ROOFING (REQ. ASTM-D-3462) OVER 3Ott FELT (REQ. A5TM-D-266) HURRICANE ANCHORS SEE TRUSS LAYOUT FOR CONNECTOR SCHEDULE AND LOCATIONS. ALUMINUM DRIP EDYE OVER P.I. 1"x2' 2"X8" PRE -PRIMED R.S. SPRUCE FASCIA W/ I'X 2' SOFFIT BLOCKING SAND FLOAT FINISH STUCCO SOFFIT W/ UNDER EAVE VENTS LOCATED AS PER CALC. 5/8' TEXTURED STUCCO OVER WIRE LATH W/ - VAPOR RAP t WATER PROOF PAINT 7XV BLOCKING a ALL SHEATHING JOINTS t NO JOINTS a FLOOR - TRUSS TO WALL (USE FULL SHEET BOT.) NAIL SHEATHING W/ 8d NAILS 4" O.C. ALONG EDGE$• 12' O.C. IN FIELD t 3" O.C. INTO FLOOR TRUSSES AND BOTH TRUSS RIBBONS SEE CONNECTOR SCHEDULE — THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS MAOYUBEENECESSARYD BY FIELD INSORDERTO AT COMPLY WITH ALL APPLICABLE CODES, 2"X 4" BLOCKING BETWEEN ALL TRUSSES UNDER RIDGE VENT RIDGE VENT BLOCKING DETAIL SCALE: 1 1/2" = 1'-O" FILE COPY VERTICAL DOWELS FROM FOOTER SEE FONDATION PLAN lI FOR SIZE t SPACING J 5/8' TEXTURED STUCCO OVER WIRE LATH W/ VAPOR RAP t WATER PROOF PAINT low 12 6 INSULATION CEILING (TYP.) 1/2" DRYWALL CEILING (TYP.) SIMPSON SP-6 W/ (3) IOd X 1 1/2" NAILS EA, SIDE (EVERY OTHER STUD). 1/2" DRYWALL WALLS (TYP) R-19 INSULATION WALLS (TYP. FRAME) 3/4" TtG PLYWOOD u8EW/ GLUED S SCREWED EDGES 12' O.C. FIELD OVER FLOOR TRUSSES 24" O.C. S'X 12" MIN. TIE -BEAM W/ (1)#5 REBAR TtB rMIN, 3000 PSI CONC) (GRADE 40 REINF. S' CONCRETE BLOCKS I'X 2" P.T. FURRING STRIPS a 140 O.C. ON TOP OF 3/4" RIGID FOIL FACED INSULATION _ 1/2' DRYWALL WALLS (TYP.) VERTICAL REBAR TIED TO DOWEL t RUNNING INTO TIE -BEAM. (SIZE i SPACING AS NOTEDI ON FOUNDATION PLAN J NEW POUR OVER EXISTING FOUNDATION 3 1/2' CONC. SLAB (MIN 2500 PSI ) W/ 6"X 6" 10/10 W.W.M. OR F15ERCRETE �:.:: :•: .. '�••• NEW SLAB UJ ` :. • • . ; . •; .• - .\/\j\/\/\/\j\/\/\ ELEVATION GRADE 12 G %� / ������ ' Y {..:,M1; ;'.... • ,, .,: " i :.' : :: '.' •' i EXISTING /�������i/����SLAB ELEV, i/./i,./%//i% f�l 4 N Ln m WJ 0) co JU- 00 �w um UU Co00 En J^cow 00 J~N NIA W N M I,- I'. Ln F- u IV `:' cvOV2< ItidJdLL LL LL. LL Li LL U) 0 V) 0 fn U=F �crz LI) °- 1- (9 •--I Z< la- oc 0Ww O 2 = LL. C7 i- a dw� m comvoa�r NOV�C"� po Uy oat pt O.�F2WO'�,s O YO ou0op OOOUN: O c`,v�oyaaa'o o mo. °1 � Naaa t a='tw 'oLv o.��a yoo 0 on �mm%juN� �YO�L TU N.N m voo.a vEo. °v v,o�om ire DN LL'�NCv ¢o oon ao3 rl� �w IH m FO OTING ( ° 3"ABOVE 8 II CLEAN COMPACTED POISON FILL. 2 STORY TYPICAL WALL SECTION N.T.5. 2L GA. GALVALUME — ROOFING PANELS W/ OVER #30 FELT ROOF RAFTERS SET a IL" O.C. COVERED BY 14/32" 5 PLY CDX PLYWOOD FASTENED W/ IOd (.131) NAILS • L" O.C. THRU-OUT ALUMINUM - DRIP EDGE 2"X 1PRE-PRIMED JL S R.S. SPRUCE FASCIA 5/8" SAND FLOAT FINISH STUCCO SOFFIT SIMPSON STRAP #HETA-20 W/ 10-I0dxl-1/2" NAILS IN RAFTER EMBEDDED MIN 4" INTO BEAM 40"v, X 101. #5 REBAR- SEE TYP. WALL SEC . FOR DET. MATCH EXISOF TING CARPORTF RAFTER O THAT IS NOT BEING REMOVED 2"XIO" #2 S.Y.P. ROOF JOISTS 9 14" O.C. 1/2" DRYWALL CEILING (TYP.) SEE TYP. WALL SEC FOR DET. EXIST CAR PORT ROOF RAFTER REPLACEMENT SEC. SCALE, N.T.S. 1' I140 O.C. TYPICAL 4-SIDES R-19 INSULATION- ttIMP US260 NAILED STRAP W/ (4) 3/16"xl-1/2" TAPCON5 t (4)IOd NAILS INTO WD. #4 REBAR m- 14" O.C. BOT. SIPSON STRAP # LTT20B W/ 1/2"x4" TITEN H.D. INTO CURB t 10-I&d NAILS INTO DBL 2"x4" STUD 8 EACH SIDE OF S.G.D. t WINDOW 3 1/2" CURB EXCEPT m S.G.D. OPENINGS—,, WHICH IS m 3" CURB W/ 1/2" GROUT P.T. 2"x6" e 24" O.C. BALCONY DETAIL "Bill * POUR WITH TIE -BEAMS i+ll I ACC 1/2" DRYWALL OVER 3/4" RIGID INSULATION t I"x3" FURRING 2"x4„ RIBBON 3/4" TtG PLYWOOD V BALCONY _DETAIL "B2" * POUR WITH TIE-BEAM5 I� -- CENTER OF PARTY WALL 2"x8" VERT. STUD W/ NOTCH WHERE 1/2" PLYWOOD COVER W/ FELT/WIRE LATHE EXIST. ROOF RAKE t 5/8" STUCCO HEFTS NEW WALL r �4 ( 2 LAYERS OF 5/8" MTL. FLASHING �y/osTYPE "X" DRYWALL FOR ONE HOUR FIRE RATING EXISTING ROOF DECKING 3/4" TtG PLYWOOD SEE TYP. WALL SEC 2"x4" RIBBONS W/ FOR NAILING PATTERN RAKE OF EXIST. ROOF PRE-ENGINEERED FLOOR TRUSSES EXISTING LAYERS OF — TYPE "X" DRYWALL SIMPSON STRAPxp FOR I HR TENNANT SEPERATION # LSTAIS NAILED W/ 14-I0d 2"x4" W/ 1/2" PLYWOOD -NAILED O RUSS 1/2" CDX PLYWOOD' NAILS OVER EXISTING ROOF TRUSS x- 2"x4" DBL. TOP PLATE 2"x6" LEDGER BOARD EXIST ROOF TRUSS NAILED TO STUDS W/ 2-I0d NAILS EA. STUD 2"xO DRAFT STOP 2 x4" PERT. STUDS EXISTING CBS TENANT s IL" O.C. SEPERATION WALL W/ TIE -BEAM P.T. 2"x4" SINGLE SOLE PLATE WEDGE BOLTS ® 42" O.C. NEW FTR SEE FOUNDATION!r4"A/2" SIMP50N STRAP # SP4 PLAN FOR DETAILS NAILED W/ 4-I0dxl-1/2" ADDITIONAL j\//\/ \ EXISTING SLAB FILL ��j�/��j�\' t FOOTER i /NSH EXISTING SLAB TO BE REMOVED ONLY WHERE EXIST. PLUMBING IS TO BE REMOVED It NEW PLUMBING TO BE PLACED NOTE: AREAS OF EXPOSED SOIL TO BE RETAMPED I HOUR FIRE RATED PARTY WALL SEPERATION SECTION SCALE, SLIDING GLASS 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, FILE COPY WINDOW BUCK DETAIL FOR THE SIDES ARE THE SAME AS THE WINDOW BUCK A THE HEAD FASTEN WINDOW W/ 3/16"X 3" TAPCON5 THRU I"X 4" BEVEL BUCK INTO BLOCK OR TIE -BEAM (WINDOW) SINGLE HUNG OR HORIZ. ROLLER - DECORE MARBLE SILL NOTE: FOR DOUBLE WINDOWS ONLY 2"X 4" P.T. BUCK W/ 3/I6" X 3" TAPCONS FOR SLIP FINS 3/4" FOIL FACED RIGID INSULATION COVERED BY 3/4" FURRING STRIPS 1/2" DRYWALL TYP.-->I., , P.G.T. Windows � FE 6 ELCO MALE/ T. Sliding G. D. FEMALE "PANELMATE W/ I-3/4" MIN. EMBEDMENT ! 1/4-20 MACHINE TO BUCK ATTACHMENTS SCREW WITH NUT A MINIMUM OF 3/I6" TAPCON WITH AT LEAST SEE SHUTTER COMP. 1 1/2" PENETRATION INTO CONCRETE. ENGINEERING FOR SPACING ANCHORS SHOULD BE AT LEAST 6" FROM EACH CORNER OF EACH UNIT AT MAX. OF 24" O.C_ ALONG EACH MEMBER VERTICALLY AND HORIZ., FILLING ALL MANUFACTURED HOLES. e STORM CT WOOD BUCK ATTACHMENT SIDES AND HEAD TO BE A MINIMUM OF I"X3" P.T. (IF SEVERAL PIECES USED THERE MUST BE NO GAPS) BE AT LEAST OF CLASS u3 LUMBER. SILL TO BE A MINIMUM 2"X4" P.T. OR I"X4" P.T. BE AT LEAST OF CLASS tt3 LUMBER. FASTENING OF THE BUCK TO THE ADJACENT CONSTRUCTION MUST BE MADE WITH A MINIMUM OF Id HARDENED CONCRETE NAILS FOR SIDES AND HEAD WITH 3/ICX3" TAPCONS FOR 2"X4" SILL NO GREATER THAN 16" O.C- AND NO GREATER THAN 4" FROM THE END. IF SEVERAL PIECES ARE BEING USED AS ONE LENGTH A FASTENER MUST BE STORM PANEL PLACED AT 4" FROM EACH END OF THE PIECE. ANCHORS W/ N MIN. -1/8" EMBEDMENT INTO BLOCK OR CONCRETE WINDOW ATTACHMENT DETAIL W1 1�0 MPH MPACT RATED STORM PANELS N 5/8" X 1 5/81, 13RICKNOLD - DOOR JAMB PUSHED -IN - HEADER DETAIL FOR EXTERIOR OUTSWING DOORS N.T.S. INSULATION 2"X4" P-T. 2"X6" P.T. (ACT: 4 1/8") IV IV N 5/8" STUCCO TYP. 8" CONC. BLOCK 16'X7' GARAGE DOOR JAMBS 2"X6" P.T. W/ (5) 1/2"X 5" WEDGE -BOLT ANCHORS EACH JAMB. HEAD 2"X6" W/ (9) 3/16"X3" TAPCON5 W/ 5/8" WASHERS AND (2) TWO 1/2" X 5" WEDGE -BOLTS WITHIN 6" 9 EITHER SIDE OF WIND POST CONNECTION. TORSION SPRING BLOCKING 2"X6" P.T. W/ (4) 3/I6"X3" TAPCONS W/ 5/8" WASHERS (STAGGER GRAIN). EXTERIOR DOORS (SWINGING) JAMBS 2"X6" P.T. W/ (5) 3/16"X3" TAPCONS W/ 5/8" WASHER PER JAMBS, HEAD 2"X6" P.T. W/ (3) 3/16"X3" TAPCONS W/ 5/8" WASHERS. FASTEN DOOR JAMBS TO 2"X4" (1) 2 1/4" LONG SCREWS PER JAMB AND THREE AT HEAD PER DOOR. ENTRIES t TYPICAL FRAME TO BLOCK ATTACHMENTS z FOR FRAME TO BLOCK ATTACHMENTS ON FRAMED RECESSED ENTRIES, o a THE FOLLOWING ATTACHMENTS WILL BE USED: 1 O_ L SIMPSON 51"H-4/6 W/ (12) IOD X 1 1/2" NAILS 9 BOTTOM/TOP ~ o OF EACH STUD. 0 0 2. (I) 1/2" X 5 1/2" WEJ-IT W/ 2" WASHER ® EACH END OF WALL (MIN. 6" IN FROM END). 3. STUDS TO BLOCK WALL W/ (6) 3/I6" X 3" TAPCONS W/ 5/8" WASHERS (MIN. 6" IN FROM BOT. AND TOP)- 4 1/2" PLYWOOD SHE h n Is 0 M ATHING TO BE FASTENED W/ eD NAILS 6" I °-jam FINISHED O.C. THRU-OUT. y Building Department Product Approval Submittal Affidavit _ Building Permit:_ Bulldinq Address: Contractor: Andy7Nadalln - E Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windokylights Opening lD Product Model# Manufacturer Glass Attachment Method Expiration Design Accept No Date Pressures A PROJ. SERIES P.G.T. DSB 3116"X3"1APCONS INTOBLOCKPER _ 4/16/2006 +75,D 02- CASEMENT C-700 WINDOW DETAILS PAGE W-1 -75.0 04Z5,09_ B SINGLE SERIES P.G.T. 3/18" 3/16'X3"TAPCONS INTO BLOCK PER 9130/2 +50.0 01- HUNG SH-4000 WINDOW DETAILS PAGE W-0 -80.5 0516.10 C FIXED SERIES P.G.T. 3/18" 3N6'X3TAPCONS INTO BLOCK PER 9/13/2006_ _ +do4 01- WINDOW F46000 WINDOW DETAILS PAGE W-0 48./ 01Q2-Q3 SINGLE SERIES P.G.T. 3/18" 3/18'X3"TAPCONS INTO BLOCK PER 91302006 +53.9 at - HUNG SH-4000 WINDOW DETAILS PAGE W-1 -539 0516.10 E SINGLE SERIES P.G.T. 3/18" 3118'X3TAPCONS INTO BLOCK PER 9/30r2006 +53.9 01 HUNG SH-4000 OW DETAILS -0 WINDOW PAGE W SEES_. -53.9 051Q 1-Q_ F FIXE SERIES P.G.T. INTO CK 3118'INDO 9/132006 O7- INDO WINDOW_ F-6000 _ _ _ TE_M_P_ER311B.ED TEMPERED DETAILS WINDOW DETAILS PAGE W-1_ PAGE W-1 -5.0 -58.0_ 0102.03 O SINGLE SERIES P.G.T. DSB 3/16'X3'TAPCONS INTO BLOCK PER 9r30r2ow +493 01- HUNG -_. SH-4000 -_._ELLS P.G.T.DSB WINDOW DETAILS PAGE W-1 49.3 10_ H SINGLE CK 3/18'XNDOW ONSILS 9r302006 +43.7 _5]§ Oi- HUNG SH-0000 H400 WINDOW DETAILS PAGE W-1 PACE W-I 43.7 0$10.10_. SLIDING SERIES p G T j 3/18" 3/18"X3" TAPCONS INTO BLOCK (14) 5222008 +50,0 03- 8' S.G.D. GLASS DR SOD-2500 Therms-Tru TEMPERED I EA. JAMB (16) HEAD & SILL .50.0 Entry 61NGLE INfiwnowr BENCHMARK - 3/16" -SEES 316"X3"TAPCON61N708LOCK a I) 8/82007 65.0 _0_123_08 02- - Door alDEuiEa SERIES TEMPERED EA. JAMB (10)HEAD851LL _____-_-_. -85.0 0205.04 Service SINGLE BENCHMARK Therms-Ttil N/A 3116"X3'TAPCONS INTO BLOCK (3) _ELLS_ 5/302007 +750 __ 02- tM OUTSWING SERIES -- EA. JAMB (3)HEAD&SILL _ .75.0 3408.04 Overhead GARAGE WAYNEMARK Wayne Dalton y N/A SEE NOTES PAGR W-1 7282005 SEES_ +34.0 FL-1840.5 Door Door DOOR SERIES _383 Product Model M... recliner Attachment Method Expirafion Oealgn Accept. No Date Pressures 3116"x1-3/4' TAPCON THROUGH MANUFACTURER +440 at - HOLES INTO CONC. EA, END N/A _440 WA 0323.02 N/A Roof LANDMARK CERTAINTEED (4) 1' LONG 12 GA. NAILS INTO ROOF DECKING Siding WA N/q NIA STUCCO ON RIB LATH FASTENED W/ 18 GA. N/A WA _ N/A Soffit NIA N/A _ STAPLES (7/8' LEGS) Q 6' O.C. N/A N/A N/A OSMI-Ultra Light 0.030E (min) - Hurricane GaHPanels Steal Storm Ocean Shutters 1/4'POWERS CAULK -IN W/718"EMBEDMENT &1/4 + Panels Panels Shutter ManuracWdng Im. 20 MACHINE. SCREW WITH NUT @12"O.C. 9272006 75.E 0410.01 10. 'MAXIMUM IMPACT 174EPCViERSZ`AOLRl" NW7776EMOEOMEN7S17d-IN Hurricane SLIMLINEACCORDION METALTECH, INC i'n,CHINE SCREW WIM NUT Q 12"OC. INTO FLOOR 127r2OD8 +210 02- Panels SHUTTER 2t.CK, AND 1/4" DM. ITW TAPCON W/ 1-1/4" MIN 210 1009.10 E;ABEOOMENTWI2"O, CALL O114ER LOCATIONS FLOOR GARAGE DOOR JAMB ATTACHMENT DETAIL N.T.S. NOTE: SAME DETAIL FOR JAMBS INSULATION INSULATION <' 2"X4" P.T. 2"X9 P.T. THESE PLANS AND ALL PROPOSED WORK '; ACT: q I/B") E SUBJECT TO ANY CORRECTIONS 2' X 4' ' P.T. • , _1i �R QUiRED BY FIELD INSPECTORS THAT (V (ACT. 4 I/8) a n �M. H BE NECESSARY IN ORDER TO LU O6 ­ v.; �Y ?;KITH Al L APPLICABLE CODES. 5/8"X 1 5/8" BRICKMOLD < IK 5/8" X 1 5/8" l IL iY BRICKMOLD DOOR JAMB Do n m PULLED OUT co FILE COPY HEADER HEADER DETAIL DETAIL FOR FIE--XTERIOR FOR EXTERIOR OUTSWING DOORS INSWING DOORS NOTE: NOTE: SAME AS DETAIL FOR JAMBS SAME DETAIL FOR JAMBS. 1 v III BALCONY RAILING DETAIL I"XIO" FIN, WALL SKIRT 2"X6" DROF STRINGER 1 //III 11 V i11 Al 1 STAIR SECTION 3/4" 1/2" DRYWALL ! 1"XIO" FIN. WALL SKIRT OARD WEDGED TO DROPPED "XL" STRINGER 6 I/2"�� I/Z" 11�!U 2"X 12" STRINGER ACH SIDE OF STAIRS CUT TEMFLATE (1) 2"X 12" STRINGER EACH SIDE OF STAIRS 6" l 10 3/4u 1 1/2" l" 2 1/4" 14 �i� II I II I I i'.:%li i li ,�IyI Iii II INTERMIDATE WALL BETWEEN STAIRS STAIR I DETAIL I I I 11 Q I 1,1 I I ly :it jl I I 7 I 1 — — tt — — — rr — — — I ,I a"\„ 11 I I I;111 ; it It itIt I� IIR\ II ii �I i; 1'I 1 II I �I I II 111 111`' II I, II 1, 11 \ 11 , I II II 1 11 I I I I ; I I I ,, ' It I II 111 , 1 'l' Pk12' T EADS I 1 I II ClI IiTO II"I it 11 "" I; I Iii iii 1011 \ li \/ 'I \ (V ii ii ;I II ;� , ISO- Y IEU1 iii iii iii i'I \ I I 1 1 I I \ , I I I 1„ , I I 1 I I ! I i fD 2"Xi1L2" $TIGER 11 \ _ _ I i; iii i 'i O ; I (�., CH $I OF S AIRS ; I 2•X Y do1973 I , I 1 1 , I I I, • K' O.C. LANDING 111 11 I I I I , I 1 1 1 � I, II „ I II I i li iii i'I I Iii I Iii I, II 11 I I I I ' III 111 1 11 ' ' 11 111 I II II I' II ,�/q1' I LL I'I 111 111 I'I i;; 11j 11 11 II I; �� /11 I II I II I II 111 1 I ' 11 I I 111 11 II ii ii /G� ii x ,1, Iii Iii 1j Iq ii ii I NQI,SING it hgQ'il II O I1; Iii ili ijl " Iii 'I � it II / II it II II I iI I II I'I '� 5'-9 1/2" J 3'-10 1/4" J 10" ! 1/2" 6 3/9" 5" EkT�RIoR cgs WALL ;HEat PLANS AND ALL PROPOSED WO ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES FILE COPY 2" PVC SCH. 80 c U.G. SERVICE — y LA 2-4/O AL. 1-2/O AL. IN 2" C. 20OA-120/240V MAIN PANEL ' --!--� #4 CU. WIRE TO FOOTING STEEL ( WATER PIPES ELECTRICAL RISER N.T.S. MOUNTING SPECIFICATIONS (DISTANCES ABOVE FLOOR) MAIN PANEL SET AT 48" KITCHEN (GPI) CENTERED AT 44" WALL LIGHTS CENTERED AT 83" WALL RECEPTACLES CENTERED AT IL" WASHER RECEPTACLES CENTERED AT 44" GFI RECEPTACLE IN BATH CENTERED AT 44" W.P. GFI OUTSIDE CENTERED AT 14" GFI X3 200 AMP. ELEC. PANEL METER W.P. ARC ARC ELECTRICAL SYMBOLS CEILING LIGHT FIXTURE RECESSED CAN 6� LIGHT FIXTURE EXHAUST FAN f� PULL SWITCH �l CEILING LIGHT CEILING LIGHT W/ EXHAUST PAN WALL LIGHT FIXTURE FLOOD LIGHT FIXTURE ®9.0. SMOKE DETECTOR RANGE HOOD (2) THERMOSTAT [­O POOL PANEL OPT Q T.V. OUTLET QN TELEPHONE ARC \t TO ARC W TWO POLE Q� RECEPTACLE DUPLEX RECEPTACLE I� SWITCHED W RECEPTACLE db WATER PROOF W.P. (GPD RECEIPT. 4) GROUND -FAULT GFI IN-rERRUPTER ApC-FAULT ARC PROTECTION Q� DOOR CHIME SINGLEPOLE 3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH J o a DIMMER SWITCH F # AP( - ELECTRICAL LOAD CALC. CALC. AT WORST CASE WITH OPTIONS AIR CONDITIONING (kVA) CALC. TOTAL AMPS (30.0) (30.0440-1000=71.2) LOAD INCLUDED AT 100% AIR CONDITIONING OTHER LOADS 2562 SQ.FT. AT 3 VOLT-AMPERES 1.1 TWO 20-AMP SMALL APPLIANCE CIRCUITS AT 1500 VOLT-AMPERES 3.0 LAUNDRY CIRCUIT DRYER51.5 RANGE t OVEN 12.0 WATER HEATER 4.5 (2) DISHWASHER 3.4 DISPOSAL I.8 (2) REFRIGERATOR 3.0 (2) MICROWAVE 2.4 GARAGE DOOR OPENER 1.5 WHIRLPOOL TUB PUMP 1.5 BOAT DOCK 6.0 TOTAL OTHER LOADS 53.5 15T IOkVA AT 100% 10.0 REMAINDER AT 40% (43.50 kVA x A) 11A TOTAL OTHER LOADS 21.4 OTHER LOAD 21,400 kVA AIR CONDITIONING 15.000 kVA .400 TO LI®EVEGHT A kVA-240V * I-14.1 AMPERES * I , Buzz R I I II II I LIL - __ __________ V. NA C 0 220 V. , I �I \ O m pC _U lL_ O L� O ~ U co CO W co cy IL W U ELECTRCIAN WORK ORDER ELECTRIC FOR POOL & SWITCH POOL LIGHT: Yes— No X UNDER GROUND SERV. Yes No — EXTENDED SERVICE: Yes No < ELECTRICAL IN FLOOR Yes —No X ROCKER SWITCHES THRU—OUT, C-240'S ABOVE LEDGES AND CABINETS. (Notch Cabinets) PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDINGS WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. ALl BEDR OMS OUTLETS ARE REQUIRED TO BE AF I PROTECTED (2002) NEC 3 THES PLANS AND, ALL PROPOSED WORT( ,ARE 3UBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT SAY BE NECESSARY IN ORDER TO l`diTH AL'., APPLICAS' E CODES. FILE COPY ` 'I n v PLANS AND ALL PROPOSED WORK ;UBJECT TO ANY CORRECTIONS IIRED BY FIELD INSPEC ORS THAT 3E NECESSARY IN OR TO PLY WITH ALL APPLICABLE CODES. FILE COPY M A A A n Job #: ERRICHIELLO Performed by for: PACE 2000 inc. 208 SW PORT ST. LUCIE BLVD PORT ST. LUCIE, FL 34984 Phone:340-7223 Fax:340-7304 1 st FLOOR Sheet 1 ASSOCIATED AIR OF PSL inc. Scale: 1: 121 Page 1 1538 NIEMEYER CIR. Right -Suite Residential PORT ST. LUCIE, FL 34952 5.9.56 RSR20246 Phone: 772-335-7069 Fax: 772-335-7508 2005-Apr-05 fights ft C:\My Documents\Wrightsoft HVAC... 1 st FLOOR Sheet 1 THESE PLANS AND ALL PROPOSED WORK - ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT ".AY BE NECESSARY IN ORDER TO "dlM PIES. FILE COPY Job #: ERRICHIELLO ASSOCIATED AIR OF PSL inc. Scale: 1 :121 Performed by for: Page 1 PACE 2000 inc. 1538 NIEMEYER CIR. Right -Suite Residential PORT ST. LUCIE FL 34952 5.9.56 RSR20246 208 SW PORT ST. LUCIE BLVD Phone: 772-335-7089 Fax: 772-335-7508 2005-Apr-05 11:49:31 PORT ST. LUCIE, FL 34984 C:\My Documents\Wrightsoft HVAC... Phone:340-7223 Fax:340-7304 Y PACE 2000 inc. 208 SW PORT ST. LUCIE BLVD PORT ST. LUCIE, FL 34984 Phone:340-7223 Fax:340-7304 2nd FLOOR Job #: ERRICHIELLO IASSOCIATED AIR OF PSL inc. Scale: 1 : 72 Performed by for: Page 1 1538 NIEMEYER CIR. Right -Suite Residential PORT ST. LUCIE, FL 34952 5.9.56 RSR20246 :772-335-7089 Fax:772-335-7508 2005-Apr-0511:48:50 Documents\Wrightsoft "VAC... Phone 2nd FLOOR - THESE PLANS AND ALL PROPOSED wbRK ARE SUBJECT TO ANY CORRECTIONS I, RFOUIRED BY FIELD INSPECTORS THAT,, FSSQY IN ORDER TO FILE COPY Job #: ERRICHIELLO ASSOCIATED AIR OF PSL inc. Scale: 1: 72 Performed by for: Page 1 PACE 2000 inc. 1538 NIEMEYER CIR. Right -Suite Residential LUCIE BLVD PORT ST. LUCIE, FL 34952 5.9.56 RSR20246 208 SW PORT ST. PORT ST. LUCIE, FL BL Phone: 772-335-7089 Fax: 772-335-7508 2005-Apr-05 11:49:00 C:\My DocumentsWdghtsoft HVAC... Phone:340-7223 Fax:340-7304 i a ' A TRUSS C0NNECT09SCHEDULE,- , _f Job Name ERtICIELLO 4,{' "— Model Cuitom2k2' Modifie No - _ Code. FI-2001, Vy)ntf {1<I: 140 3 Category 11, Exposure B & K15' Avg Roof t '1.0 Loc..'Ke : rbnt, R.ack, Left, Right, &)Warior �`' eeafln Point Trues dal Connector Tmss ID UpIIR Connector lD UpIM Design Fastenor5 Notes Loc. Type I rG2k4"sND 0 SIMPSON 640 (ta)tOdxt-12 NAILSINTO PLATE. 7O.C. ALONG LENGTH OF WALL 2-PLY WALL MTSd2 TRUS6 AND TOP (14) 10dx1-urocMM NAILS INTO TRUSS AND TOP PLATE. FG2 I TO nC WA 0 SIMPSON 840 7O.C. ALONG LENGTH OF WALL 2 PLY MTS-12 3-1/490- 0 (2)SIMPSON 2000 (m)10dA-12^NAILS INTO TRUSS STRAP). 14" PSL COL. MT-12 AND TOP PLATE (EA F TIE BEAM 0 SIMPSON 1785 (T) 10dK1-/Pl COMM NAILS INTO TRUSS. 2' O.C. ALONG LENGTH OF WALL HETA-20 kALAIA, FIB TO 2'he'STUD 1220 MAX SIMPSON 1260 (16) 10d COMM NAILS INTO TRUSS TOP PLATE. wALL H7819 AND FIB 1974 (2)Ma1TMa1r 2000 (74ANDTOP PLATE IFA SOTRAP)� W�nD END <7000 SIMPSON 1000 (14) itrhl-1M NAILS INTO BELOW MT3.12 ALL OTHER FLOOR AND ROOF TRUSS END LOCATIONS TIE BEAM <1785 91MPSON H�kp 1785 -1-2"COMfaNNAIT3IN TRUSS. TOTOP <660 SIMPSON 840 T14)ZbOdO:X'�12" OoM 1f AILS INTO PLATES MTS-12 TRUSS• MISSED STRAPS TIE BEAM <860 SIMPSON 860 (7) Od'COMM NAI INTO TR US , (4) 31OV41a'TAPCDNS Truss Compa TA-1 ROOF Trusses Date of layout: 3129/05 Date of Truss Cut Sheets: 3/29/05 Zr ao (U A W x Vl ` W cL 0 Y �< A W 12, II i 1 �► �'� ■III II I—_-• 1i _ - + II; :Oe :r OF I I - �-1ii��� VERIFY CHASE VERIFY F1 OPENING OPENING r 1lI��� III - �, BOT, OF - / cu 13011. -ii VERIFY GABLE TRUSS 15.5• 10.8, VERIFY GABLE T 15' 11' TYPICAL END DETAIL 12 6 HE 4'3 OVERHANG �e �a L❑ADING ROOFi-LOOR WIN-n L17ADING CHORD LIVE LOAD 20 40 ASC,F 7-98 140 MPH EXP B CHORD DEAD LOAD 15 CHORD LIVE LOAD 1 0 runan nrAn I nAn in to HANGERS I IHUS26 136 II 1 1 1 BRACING INF❑RMATI❑N Field bracing is not the responsibility of the designer, plate manufacturer nor the truss fabricator, persons erecting the trusses are cautioned to seek professional advice in regards to the erection, bracing, which is always required to prevent toppling & 'DOMINDING' duringg the erection &permanent bracing which may be required in specific app' " Alons A 1 Bldg Components supplies BCSI V 3 sheets for Installing and bracing of meta plate connected wood trusses with every package of trusses to the IobsIte, Important Notice, Erecting roof trusses is a complex task performed by experienced professionals, A-1 Bldg, Components expects the truss erection contractor to thoroughly prep these trusses before erecting them, No consideration will be made by A-t for loss of time or additional crane usage, A-1 will be responsible only for replacing damaged trusses, those with manufacturing defects or not confirm to approved layout, _ PLACEMENT PLAN AGREEMENT/APPR❑VAL FOR FABRICATI❑N PLEASE READ CAREFULLY Trusses will not be manufactured until this p acement agreement approval for fabrication s signed returned by the contractor, owner or appointed representative a min, of 2 weeks prior to the requested date of delivery, The undersigned acknowledges & agrees to the following statements & conditbns, l) The architectural plans provided to prepare this placement plan represent the most current plan available from the contractor, owner, builder, or authorized representative. Changes made after completing this placement plan may result In additional charges, 2) This layout constitutes A-1 Trusses best Interpretation of the architectural plans provided, 3) An orl(qlnal signature on a full sized print is required prior to fabrication. A faxed or copied signature will not be accepted as an approval for fabrication, 4> All dimensions, pitches, overhangs, cantilevers, heels, gables, valleys, all connections, bearin'o-^.Iditions, loading uplifts, firebreaks,'spaflnp, planes, a/c chases, stairwell openings, bracing requirements, no, or gi-der plies, etc, heve been checked and verified are correct and/or acceptable as shown, 5'� Bearing wal(s, posts, columns, etc depicted on this truss placement plan are derived from Inro by building designer architect or engineer, Refer to the architectural plans for specific bearing requirements le size, materials etc, The designer, architect &/or engineer of record is responsible to Insure that the bearings are adequate to support uplift and gravity loads from the trusses as well as determining all the anchora a requirements, 6) The owner, architect or authorized agents are responsible for verifying that We placement of trusses''shown herein does not interfere with any other trade's work, 7) This layout will be sole source for the info to fabricate trusses. No verbal requests for change wit, be accepted, (Changes made after the receipt of this signed placement plan must be in writing. 8) Changes made after the receipt of this placement plan may require a revised plan to be resigned &/or may cause delay in delivery % A signature whether legible or not anywhere in this document constitutes agreement with these statements, 10) Reviewed, reviewed as noted, no exceptions taken, or any other ambiguous note will be Interpreted as agreeing with these statements, ill Trusses delivered to jobsite are not to be cut or altered In any way without the express written consent of Al BC 12> No backcharges will be honored without prior approval, Invoices may not be short paid, Any deductions without prior 13) a proval will result in lien rights being exercised, ) Contractor will provide cl#an, smooth, compact surface to receive deliver of trusses, Any damage to trusses due to poor obsite conditions at time of delivery will be contractor's responsibility & may result In an engineering design fee for the repair &/or replacement of damaged truss or trusses, 10 These trusses are for a Specific address & may not be used at any other some or similar model at -another location Missing trusses must be reported within Mrs after delivery. Replacement trusses determined to be taken from this truss package & used at another location may be replaced at a cost higher than the ongfinal cost, 15) Care must be taken in the handling & storage of wood trusses to prevent pphysical or biologgical damsge to s, sses, Trusses must not be exposed to weather for an length of time & must be Installed within 1D days of delivery, 16) Installation may require a, 'spreader bar' to handle & Install trusses correctly, Refer to Installation documents prior to Installing trusses to determine if one Is required, 17) A-1 BC requires that on spans 50' or greater, the Installation crew &/or their supervisors view a 15 min video produced ley the Wood Truss Council of America entitled 'Handling &Bracingg of Metal Plnte Connected Wood Trusses', The contractor Is responsible for scheduling his crew to view this video Prior to Installing trusses, 18) The contractor: certifies that the installation crew will be completely and legally competent to Install these trusses and that the installation crew will review the most current placement on, engineering detail sheet and Installation Instructions provided at the time of delivery prior to Installing trusses, 19) All documents provided will be in English language. Upon request, an alternate language version may be provided at the time of delivery prior to Installing trusses, 20) Temporary & permanent bracing which is always required, is the responsibility of the engineer of record to design, the contractor to Supply and the Installation crew to install, Care must be taken to Insure that the design. of all the bracing is adequato to support the trusses in a vertical & plumb orientation & is capable of resisting horizontal & vertical loads, 21) Contractor accepts the trusses when delivered unless he notifies A-1 in writing within 24hrs of delivery for damage mold or mold related Issues or quality Issues. 22) Please refer to individual engineering sheets for It of plies and nailing/bolting pattern required for girder trusses, setbacks for hips, etc, It is understood th t above conditions have been reviewed & are acceptable for the fabrication of trusses, elevations, pitches, overhangs, fascias, ceiling elevations/pitches, bearing conditions & all details pertaining to this truss placement plan, It Is;the building contractor's responsibility to furnish copies of approved placement plans to the architect or building designer & all construction personnel erecting and handling trusses, ..I ❑ Approved ❑ Approved as Noted ❑ Revise & Resubmit ❑ Rejected MARKED BY, TITLE, DRAWN( MS DATE SCALE 1/4" 1' JOB NO. 43119 ! SHEET 1 DATE( REVISI❑NS DATE BY JULIUS LEE'S CONSULTING ENGINEERING, P•A, C❑NSULTING STRUCTURAL ENGINEER FLREGISTERED ENGINEER LICENSE # 34869 FL BUSINESS ENGINEER LICENSE # ` ',''6 1455 SW 4TH AVE„ DELRAY BEACH, FL 33444-2161 0 e Q A-1 BUILDING COMPONENTS A FLORIDA CORPORATION Phl(772)409-1010, Fax1(772)¢f' 9-1020 (800)525-0126 www,altruss.com BUILDER PACE 2000, INC. LOT/BLDG.# BLOCK SUB'D 19 A - ADDRESS 94 AQUA Ra TIRTVF u j ie.S MODfess• - c. n.vcnnt:N ional Engineer PE. 7205Elysecircle 11EKICHIELLO REF Pe..Office:(�772 466-5509 FL 12 Fax: (772) 489.3035 IIZES t M.O.'S A. PC-4020 COL. = 49"X 25" M.O. B. SH—H36 COL. = 21 1/2"X IT' M.O. C. 62"X 12" FIXED = 62 1/4'X 12 1/4" M.O. D. SH-4O53 = 49"X 44" M.O. E. SH-4053 COL. = 48 1/4"X 63 1/4" R.O. F. ARCH 62-11-65 COL.= 62 I/4"X 11 1/4" R.O. G. SH—H35 COL. = 26 3/4"X 63 1/4" R.O. H. (2) SH-25 = 14 1/4"X 63 1/4" R.O. EXISTING CAR PORT & STORAGE 9'-4" e'-8" 10'—I 1/2" z KITCHEN PTIONS ;OUNTER TO4I KITCHEN SINK MOUNTING: GRANITE ❑CORIAN ❑9TYLESTONE ❑STANDARD XUNDERMOUNTED ;HINA NICHEc KITCHEN SINK STYLE: DYES 19 ❑YES INO ❑SGL BOWL XDBL BOWL ❑CUISINE 6'-10" EXISTING ADJOINING UNIT 42'-O" T-1 1/2" EXISTING SCREEN PORCH F11.E COPl( DAMAGED BY STORMS TFIESE B EC1 AO AALI NY CORREECE ON ORK ARE S REyZU1RED C FIELD CNN OR ER 10 ODES. COMPL w H Z APPUCABIE C IST—FLOOR FLOOR PLAN CUSTOM 3/2.5 2—STORY MILLWORK I. ALL INTERIOR DOORS TO BE 4 PANEL PROVINCIAL 2. INTERIOR BASE TRIM TO BE 4 1/4' L20-OG 3. DOOR TRIM TO BE 2 1/4' BABY HOWE HARDWARE 1. FRONT DOORS TO BE BARCELONA BY SCHLAGE W/ SATIN NICKEL FINI5H-#L19 2. EXTERIOR DOORS TO BE DEXTER BY SCHLAGE, TORINO HANDLE AND JD60 DEADBOLT W/ SATIN NICKEL FINISH-#419 3. ALL INTERIOR DOORS TO BE DEXTER BY SCHLAGE, TORINO HANDLE W/ SATIN NICKEL FINISH-SLI9 3 SHEET OF w Ln w Z M = VLL NtM cLLI In 1 O UU moo Y .cn JF)LUD wv } Nrm.-_N Lu 2 I.A I n a o0 0J 00 J cV N LLI co N 04 M N z � W L!J z I wv�-i3 � F- j < U1 < W IE ¢ 0 U LL LL LL v (n ui o v �co w N U < W Lu 0 J 5'-5 1/2" 11'-11 1/2" 10'-0" D m F- t O< O DRYER /- VENT 2 0 F- 2/6 WATER PAN / \\\\\\�////// f2> 2/6 IDRAIN W. ii D 6/0 B.F. DIN !] CEILING Q F U) O oc 06 m SUN p 'I'-O' CEILING O O 1 O I—e TWO $FLOWER -,HEATER HEA S _-_W/ :P:`•: r�JfAR GLASS CLOSURE 2,8 D WALL CORNERBOTTOM 2/O ASHEELOARAGE DRW9 B.F. ---- D POCKEt DRW$ ..., 1Z& Ira ------ -----3/4" 1/6 — B.F. - �'Y II Ci _ _ \ O ;� 5'—1 1/2" l'-5 3/4" A.H.U.2�5 I/ ❑ r. rQ I fd OF(2) __ � __ VENT i K' A.P.F. 2/6 W I B.F. dln� 4]' TALL UPPER ------- o�i CABINETS PEDESTAL �KIT ° $ = SINK �i 9'-O' CEILING °T-O' 000 � ��< I I ,= m 2/0 1 cli B.F. 3'-9 I/2 I a i LI(1 ; Ln Il'-6 3/4" \AZD Q EXISTING CAR PORT. STORAGE tu > TO BE REMOVED AND REPLACED AS 0 ENCLOSED GARAGE 2/8 B � ::, `- I I j 1 1 F a 0 N -------- _ --__:___ N p __ J _ _ __ 9'—O" ® - q F(1 O MST T-O' CEILING © - - - - - - - - - - - 1 I i1x FRAMED a FOY ICOLUMNS LIV i OPEN TO ABOVE j T-O' CEILING i 'a I I � I © 1 TEMP. 3 O I © © ;r cq I °° NOTE: ALL PLUMBING FIXTURES TO BE LOW FLOW F- d z � — H ti u- I O ? Y o W z ~ (� j Q ~ Z CIO - w U�LL w �WXu 7 O U a L� W co N w a w u X w F F J -w U m V z U 3 0 cnn U O N O V X O U IL w c 0 Z 0 U _ CNLu -j z -4 3 3 3 a 3 W w I-:O F X z z H z z cc x a w 0 3 U 0 Ly 3 N r o d N i 9IMPSON SPH-4/4 W/ I/2'X C WEDGE BOLT (12) IOD X 1 1/2' LONG 16. O.C. W/ 2' DIA. X NAILS (SOT, OF STUDS)� 1/0' THICK WASHER IB' WIDE X 1: DEEP 02 S.Y.P. 2'X 4/6 P.T. FOOTINGS W/ (2) BOTTOM PLATE 95 CONTINUOUS OVER EXISTING FOUNDATION 12 INTERIOR BEARING WALL FOOTING EXISTING ADJOINING UNIT 18'-O" EXISTING WALL BETWEEN UNITS 18'-O" a I u v - - - - - - - - - J ........... •.... ,...,......... 3'-9 1/4" I 3'- VERTICAL DOWELS T PROM FOOTER rSEE PONDATION PLAN FOR SIZE t SPACING E/S' TEXTURED STUCCO OVER WIRE LATH W/ PROOF PAINT WATER _ 12,I GRADE: - d 4" EXISTING FOOTINGS, SLAB I. WALLS (HATCHED) VERTICAL REBAR TIED TO DOWEL It RUNNING INTO T@-DEAN. r912E t SPACING AS NOTED) ON FOUNDATION PLAN J NEW EX1 UR OVER FOUNDATION 3 1/2' CONC. SLAB SV(MIN 2900 PSI ) W/ PX 6' 10/10 W.W.M. OR PIDERCRETE L y-�'"�'"' NEW SLAB ELEVATION ON PABARS CONT. • r ABOVE 18 CLEAN COMPACTED POISON FILL:. 2 STORY TYPICAL WALL SECTION N.T.S. EXISTING ADJOINING UNIT ('-9 1/4" 10'-2" EXISTING SLAB ELEV 42'-O" 3'-10" 1, 3'-9 1/2" I.) ALL DOWELS AND VERTICAL BARS ARE tt5 UNLESS NOTED AS 41 2.) #5 DOWELS 40" 1Oa 3.) #1 DOWELS 50" L 4.) ATTACH DOWELS TO FOOTING STEEL 5.) VERTICAL BARS TO EXTEND TO TOP STEEL AND HAVE HOOKS EQUAL TO DOWEL HOOKS. L.) FILL CELLS AT VERTICAL DOWELS. 1.) GROUT TO BE 3000 PSI AND REBAR TO BE GRADE 40, 5'-5 I/2" 11 I11-11 3/4" EXISTING ADJOINING UNIT 5'-0" 5'-0" FOUNDATION CUSTOM 3/2.5 2-STORY NOTE: FOR FOOTINGS WERE FOOTINGS MAY NOT MINIMUM 18" WIDE X 14" FOOTING W/ (2) tt5 C r .... . ......... ........... .. ........ ............. ......................................................... II - - "-- 2'-I-I��F I I` ---- �`r---�--1 "-'r --- � -� Ei r-•r ---------------- ................................................... - -- ►-_; ---'I' --� 1 •` 4, ~�- I Ili .; ;! I n 2'-2 3/4" �NTERIOR BEARING 3 -9 1/4 „ _ Ii i i I I WALL FOOTING I I i t I In o 'J; I �? 3 1/2" I SHOWER 1 i i r luq ? - I i t RECESS L==rt� i i •. i i-----)r XI i v 1I 1I I _ _ _ I ul '/----11 I (2) :I I " ;... I ••� : -�EP r------- --i L I 1 I 1 1 I 1 N ZI 1 1 I I I (1111', UCO u0 N _ Ul I ' 1 = tt f 1 I ii I I I �-1 I r••;I L.11 I o I; 0�.7 ZE31 1 Ei I t t ate i UJ3 I I I I z I 1 i I 3 I/2" CONCRETE SLAB W/ c"Xc" (10/10) W.W.M. oR FIBERCRETE OVER 6 MIL. POLY VAPOR BARRIER OVER 61 1 •` ; ; ° i 1 ' I 2'-O" O� -JZz 06U I 1' o" TYPICAL MONOLITHIC TERMITE TREATED SOIL I I N IL �I FOOTING W/ (2) tt5 I CONTINUOUS i i i I I ry F a I I `r iy I aE i 1 STEP • ENTRY i a i V in I I/2" fi -8" i - 1/2" -4" '-8 1/2" = 4'-9. 2'3'-� r8" :: .....................•................./-- .• .....,.......... I•° o� ........................• ° R ° I 15'-5" 2'-0. 10'-8" 1'-0" ❑ Q❑ i 1 3/4" STEP0 El �\ POUR FOR COLUMNS" FOOTINGS S B 24" BELOW FIN. FLOOR - W/ (3) tt5 REBAR EA. WAY 1'-8" 15'-1" 10'-4" TING A P REQUIRED THESE PLANS AND ALL PROPOSED WORK ARE S JBJECT TO ANY CORRECTIONS REQU RED BY FIELD INSPECTORS THAT MAY 1 IE NECESSARY IN ORDER TO ro, PLY WITH ALL APPLICABLE CODES. FILE COPY O 2" PVC SCH. 80 11 G U.G. SERVICE I LA 2-4/0 AL. 1-2/0 AL. IN 2" C. 20OA-120/240V MAIN PANEL 44 CU. WIRE TO FOOTING STEEL WATER PIPES ELECTRICAL RISER N.T.S. MOUNTING SPECIFICATIONS (DISTANCES ABOVE FLOOR) MAIN PANEL SET AT 48" KITCHEN (GFI) CENTERED AT 44" WALL LIGHTS CENTERED AT 83" WALL RECEPTACLES CENTERED AT IL° WASHER RECEPTACLES CENTERED AT 44" GFI RECEPTACLE IN BATH CENTERED AT 44" W.P. GFI OUTSIDE CENTERED AT IL" I!Iia GFI ELECTRICAL SYMBOLS CEILING LIGHT TWO POLE FIXTURE RECEPTACLE RECE55ED CAN { VI DUPLEX LIGHT FIXTURE RECEPTACLE EXHAUST FAN u SWITCHED Q� RECEPTACLE PULL SWITCH S CEILING LIGHT WATER PROOF CEILING LIGHT W.P. (GFl) RECEPT. W/ EXHAUST FAN It GROUND -FAULT WALL LIGHT GPI INTERRUPTER FIXTURE FLOOD LIGHT ARC -FAULT FIXTURE ARC PROTECTION (&S.D. SMOKE DETECTOR DOOR CHIME SINGLE POLE 4 RANGE HOOD SWITCH Q THERMOSTATS THREE—WAY SWITCH POOL PANEL OPT. $4 FOUR—WAY SWITCH ❑ T.V. OUTLET SD DIMMER ❑4 TELEPHONE SWITCH un�s rvrt OPENER g TO G.D. r OPENER _ ___ -- -- —� 200 AMP. -- - - - - ELEC. PANEL \ METER W.P. ARC ARC ARC ELECTRICAL LOAD CALC. CALC. AT WORST CASE WITH OPTIONS AIR CONDITIONING (kVA) CALC. TOTAL AMPS (30.0) (30.Ox240-1000=1.2) LOAD INCLUDED AT 100% AIR CONDITIONING OTHER LOADS 2542 SQ.FT. AT 3 VOLT—AMPERES TWO 20—AMP SMALL APPLIANCE CIRCUITS AT 1500 VOLT—AMPERES 3.0 LAUNDRY CIRCUIT DRYER51.5 RANGE ! OVEN 12.0 WATER HEATER 4.5 (2) DISHWASHER 3.6 DISPOSAL 1.8 (2) REFRIGERATOR 3.0 (2) MICROWAVE 2.4 GARAGE DOOR OPENER 1.5 WHIRLPOOL TUB PUMP 1.5 BOAT DOCK 6.0 TOTAL OTHER LOADS 53.5 15T IOkVA AT 100% 10.0 REMAINDER AT 405% (43.50 kVA x A) III TOTAL OTHER LOADS 21.4 OTHER LOAD 21.400 kVA AIR CONDITIONING 15.000 KVA * TOTAL * 42.400 kVA TO LIGHT ABOVE TO LIGHT ABOVE kVA-240V * 1-14.1 AMPERES * I W%zz v t 4F1 �♦ j Ij 220 V. j -_;GFI u OUTLET o UNDER SINK FOR D.W. 1 DISPOSAL AND ALL PROPOSED WORK TO ANY CORRECTIONS FIELD INSPECTORS THAT ESSARY IN ORDER TO �H ALL APPLICABLE CODES. TRUSS CONNECTOR SCHEDULE Job Name: ERRIC ELLO Model: Custom 2/2 Modified: No Code: FI-2001, Wind Spd: 140@3, 1=1 0 Category II Exposure B & <15' Avg Roof Hgt. Loc. Key Front, Back, Left, Right, & Interior Bearkr p It Truss Actual connector Loc. T Pe Truss ID U lift Connector ID - Uplltt Desr n -- Fasteners -- (14) COMP NAZI S INTO f_ Notes - — - — I 2 C ALONG -- FGt I TO 2' "STUD 0 SMTPS12 -- 840 2-pLy W LL MTS-12 TRU33 AND TOP PLATE TRUSS A (14)10dd-12-COMM NAILS INTO G LENGTH OF WALL I 2 OC ALONG FG2 I TO2"x "WALL 0 SIMPSON 84Q 2-PLY MT3-12 TRUSS AND TOP PLATE. (14)10dx1-12 NAILS INTO TRUSS LENGTH OF WALL TO 3-1f4'55- 0 (2)SIMPSON 2000 1/4" L COL. 0 MTS-12 SIMPSON AND TOP PLATE (EA STRAP). (7) 1DdX1 12" COMM NAILS INTO 2' O.C. ALONG G1/133 F TO n BEAM 1785 - _ S.pLy HETA-20 1280 TRUSS, (16) 10d COMM NAILS INTO TRUSS LENGTH OF WALL A1A1A, F/6 TO 2'k "STUD 1220 MAX SIMPSON _ A2 A3 W LL HTS16 AND TOP PLATE. (14)10dx1-1/2"NAILS INTO TRUSS A4G FIB TO STUD 1974 (2)SIMPSON 2000 1-pLY W kLL MTS-12 AND TOP PLATE (EA STRAP). (14) 10dx1-ITT COMM NAILS INTO ALL V& END TO U$S <1000 SIMPSON 1000 MV Be Ru Mrs-12 FLOOR AND ROOF TRUSS TRUSS, ALL OTHER E_ND LOCATIONS ton BEAM <7785 SIMPSON 1785 (7) 70mN 12 COMM NAlI.81IN HMPSO TRUSS. TO OP <Beia SIMPSON 840 _ �— (14) 10Nd 1/2 COMM NAILS INTO P Mtl; TRUSS. _ MISSED STRAPS —�-- SIMPSON (7) 16d"COMM NAILS INTd7RUSS, 860 TOT: BEAM <wo MSTM-16 (4)3/18'M-1/4'TAPC®NS Truss Company: II,1 ROOF TRUsses Date of layout: 3/29/05 —_ Date of Truss Out Sheets 3129/05 1n - W (LI h v U of U � mQ A J 2 �" W N W Y 7 U VERIFY GABLE TRUSS 42' — VERIFY GABLE TRUSS 16'1' g 4' i_ iL�CD►��'S( 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. TYPICAL END DETAIL 12 6 �� HEEL HT OVERHANG L❑ADING IROOF IFLOORI WIND L❑ADING CHORD DEAD LOAD 15 0 ASCE 7-98 CHORD LIVE LOAD 10 0 140 MPH CHORD DEAD LOAD lin 11n EXP B TOTAL LOAD DURATION FACTOR HANGERS I IHUS26 1 36 11 1 1 1 I BRACING INFORMATI❑N I Held bracing is not the responsibility of the designer, plate manufacturer nor the truss fabricator, persons erecting the trusses are cautioned to seek professional advice in regards to the erection, bracing, which Is always required to prevent toppling & 'DOMINDING' during the erection & permanent bracing which clay be required in specific applications A-1 Bldg Components supplies BCSI 1 113 sheets for installing and bracing of metal plate connected wood trusses with pant :vuucel LreL untg root trusses is a complex LasK pertormea by experienced protessionats, A-1 Bldg, Lr-.Nunents is the truss erection contractor to thoroughly prep these trusses before erecting them, No consideration will be by A-1 for loss of title or additional crane usage, A -I will be responsible only for replacing damaged trusses, those manufacturing defects or not confirm to approved layout, PLACEMENT PLAN AGREEMENT/APPROVAL FOR FABRICATION w# PLEASE READ CAREFULLY wx trusses will not be manufactured until this placement agreement/approval for fabrication is signed & returned by the contractor, owner or appointed representative a min, of E weeks prior to the requested date of delivery, The undersigned acknowledges & agrees to the following statements & conditions, 1) The architectural plans provided to prepare this placement plan represent the most current plan available from the contractor, owner, builder, or authorized representative Changes made after completing this placement plan may result In additional charges, 2) This layout constitutes A-1 Trusses best Interpretation of the architectural plans provided, 3> An on inal signature on a full sized print is required prior to fabrication, A faxed or copied signature will not be accepted as an approval for fabrication, 4> All dirensions, pitches, overhangs, cantilevers, heels, gables, valleys, all connections, bearing conditions, loading uplifts, firebreaks, spacing, planes, a/c chases, stairwell openings, bracing requirements, no, of girder plies, etc, have been checked and verified are correct and/or acceptable as shown, 5) Bearing walls, posts, columns, etc depicted on this truss placement plan are derived from info by building designer architect or engineer, Refer to the architectural plans for specific bearing requirements le size, materials etc. The designer, architect &/or engineer of record is responsible to Insure that the bearings are adequate to support uplift and gravity loads from the trusses as well as determining all the anchoragge requirements, 6> The owner, architect or authorized agents are responsible for verifying that the placement of trusses shown herein does not interfere with any other trade's work, 7> This layout will be sole source for the info to fabricate trusses. No verbal requests for change will be accepted, Changes made after the receipt of this signed placement plan must be in writing, 8) Changes made after the receipt of this placement plan may require a revised plan to be resigned &/or may cause delay in delivery 9) A signature whether legible or not anywhere in this document constitutes agreement with these statements. 10) Reviewed, reviewed as noted, no exceptions taken, or any other ambiguous note will be interpreted as agreeing with these statements, 11) Trusses delivered to jobsite are not to be cut or altered in any way without the express written consent of Al BC 12) No backcharges will be honored without prior approval, Invoices may not be short paid, Any deductions without prior appproval. will result in lien rights being exercised, IS Contractor will provide clean, smooth, compact surface to receive delivery of trusses, Any damage to trusses due to poor obsite conditions at time of delivery will be contractor's responsibility & may result in an engineering design fee for he repair &/or replacement of damaged truss or trusses, 14) These trusses are for a specific address & may not be used at any other same or similar model at another location Missing trusses must be reported within P4hrs after delivery Replacement trusses determined to be taken from this truss pac!(age & used at another location may be replaced at a cost higher than the on anal cost, 15) Care must be taken in the handling & storage of wood trusses to prevent physical or blologgIca( damage to trusses, Trusses must not be exposed to weather for any length of time & must be installed within 10 da s of delivery, 16) Inst0ation may require a 'spreader bar' to handle & install trusses correctly, Refer to i�atlon documents prior to installing trusses to determine if one is required, 17) A-1 BC requires that on spans 50' or greater, the installation crew &/'or their supervisors view a 15 min video produced by the Wood Truss Council of America entitled 'Handling & Bracingg of Metal Plate Connected Wood Trusses', The cont)-actor is responsible for scheduling his crew to view this video prior to Installing trusses. 18> The contractor certifies that the Installation crew will be completely and legally competent to Install these trusses and that the installation crew will review the most current placement plan, engineering detail sheet and installation Instructions provided at the time of delivery prior to installing trusses, 19) All documents provided will be in English language, Upon request, an alternate language version may be provided at the time of delivery prior to installing trusses, 20) Temporary &ppermanent bracing which is always required, is the responsibility of the engineer of record to design, the contractor to supply and the installation crew to install, Care must be taken to Insure that the design of all the bracing is adequate to support the trusses in a vertical & plumb orientation & is capable of resisting horizontal & vertical loads, 21), Contractor accepts the trusses when delivered unless he notifies A-1 in writing within 24hrs of delivery for damage mold or mold related issues or quality issues, 22) Please refer to individual engineering sheets for # of plies and nailing/bolting pattern required for girder trusses, setbacks for hips, etc. It is understood that above conditions have been reviewed & are acceptable for the fabrication of trusses, elevations, pitches, overhangs, fascias, ceiling elevations/pitches, bearing conditions & all details pertaining to this truss placement plan, It is the building contractor's responsibility to furnish copies of approved placement plans to the architect or building designer & all construction personnel erecting and handling trusses, Approved Approved as Noted Revise & Resubmit Rejected MARKED BY: _ TITLE: DRAWN MS DATE SCALE 1/4" = 1' JOB NO, 43119 SHEET I DATE: REVISI❑NS # I DATE I BY JULIUS LEE'S CONSULTING ENGINEERING, PA, C❑NSULTING STRUCTURAL ENGINEER FLREGISTERED ENGINEER LICENSE # 34869 FL BUSINESS ENGINEER LICENSE # 5606 1455 SW 4TH AVE„ DELRAY BEACH, FL 33444-2161 0 0 0 0 A-1 BUILDING COMPONENTS A FLORIDA CORPORATION Ph:(772)409-1010, Fax:(772)409-1020 (800)525-0126 www.altruss,com BUILDER PACE 2000, INC. LOT/BLDG,# BLOCK S ADDRESS C' ' ONE RACK I / il/7- // 1,>�,T/ I MODEL # ERRICHIELLO RES,